Loading...
HomeMy WebLinkAboutagenda.hpc.20260225AGENDA ASPEN HISTORIC PRESERVATION COMMISSION February 25, 2026 4:30 PM, City Council Chambers - 3rd Floor 427 Rio Grande Place Aspen, CO 81611 I.ROLL CALL II.MINUTES II.A Draft Minutes - 1/14/26 & 1/28/26 III.PUBLIC COMMENTS IV.COMMISSIONER MEMBER COMMENTS V.DISCLOSURE OF CONFLICT OF INTEREST VI.PROJECT MONITORING VII.STAFF COMMENTS VIII.CERTIFICATE OF NO NEGATIVE EFFECT ISSUED IX.CALL UP REPORTS X.SUBMIT PUBLIC NOTICE FOR AGENDA ITEMS XI.SUBSTANTIAL AMENDMENT XII.OLD BUSINESS XII.A Resolution #03, Series of 2026 406 W. Smuggler St. – Request for a Certificate of Appropriateness for Major Development Final Review and Recommendation for the Establishment of one (1) Transferrable Development Right Certificate minutes.hpc.20260114_DRAFT.docx minutes.hpc.20260128_DRAFT.docx Staff Report_406 W Smuggler.pdf 1 1 XII.B Discussion on 2026 HPC Goals XIII.NEW BUSINESS XIV.ADJOURN XV.NEXT RESOLUTION NUMBER HPC Resolution #03, Series 2026.pdf Attachment A_Application.pdf Attachment B_Historic Preservation Design Guidelines Staff Analysis.pdf Attachment C_Benefit Criteria Staff Analysis.pdf Attachment D_Combined Referral Comments.pdf HPC 2026 Goals.pdf TYPICAL PROCEEDING FORMAT FOR ALL PUBLIC HEARINGS (1 Hour, 15 Minutes for each Major Agenda Item) 1. Declaration of Conflicts of Interest (at beginning of agenda) 2. Presentation of proof of legal notice (at beginning of agenda) 3. Applicant presentation (10 minutes for minor development; 20 minutes for major development) 4. Board questions and clarifications of applicant (5 minutes) 5. Staff presentation (5 minutes for minor development; 10 minutes for major development) 6. Board questions and clarifications of staff (5 minutes) 7. Public comments (5 minutes total, or 3 minutes/ person or as determined by the Chair) 8. Close public comment portion of hearing 9. Applicant rebuttal/clarification (5 minutes) 10. Staff rebuttal/clarification (5 minutes) End of fact finding. Chairperson identifies the issues to be discussed. 11. Deliberation by the commission and findings based on criteria commences. No further input from applicant or staff unless invited by the Chair. Staff may ask to be recognized if there is a factual error to be corrected. If the item is to be continued, the Chair may provide a summary of areas to be restudied at their discretion, but the applicant is not to re-start discussion of the case or the board’s direction. (20 minutes) 12. Motion. Prior to vote the chair will allow for call for clarification for the proposed resolution. Please note that staff and/or the applicant must vacate the dais during the opposite presentation and board question and clarification session. Both staff and applicant team will vacate the dais during HPC deliberation unless invited by the chair to return. Updated: March 7, 2024 2 2 REGULAR MEETING HISTORIC PRESERVATION COMMISSION JANUARY 14TH, 2026 Chairperson Thompson opened the regular meeting of the Aspen Historic Preservation Commission at 4:30pm. Commissioners in attendance: Roger Moyer, Jodi Surfas, Barb Pitchford, Dakota Severe, Duncan Clauss, Kim Raymond and Kara Thompson. Staff present: Gillian White – Principal Preservation Planner Luisa Berne - Assistant City Attorney Mike Sear – Deputy City Clerk Ben Anderson – Community Development Director MINUTES: Mr. Moyer motioned to approve the draft minutes from 11/12/25. Ms. Pitchford seconded. Roll call vote: Mr. Moyer, yes; Ms. Surfas, yes; Ms. Pitchford, yes; Ms. Severe, yes; Mr. Clauss, yes; Ms. Raymond, yes; Ms. Thompson, yes. 7-0, motion passes. PUBLIC COMMENTS: None COMMISSSIONER MEMBER COMMENTS: Ms. Thompson distributed to each member a list of topics that have previously been discussed and was hoping for the board to come up with a plan to address them in the coming year. She asked board members to email her directly any feedback on the topics. She also asked Ms. White if an initial conversation could be added to the agenda for the first meeting in February. Ms. Severe noted that she had heard about TikTok influencers going around to cities and hitting golf balls at historic buildings. She noticed that they were recently in Aspen. Ms. Raymond noted that the Sate of Colorado is mandating that local jurisdictions adopt the Colorado Wildfire Resiliency Code and felt it would be a factor when they are looking at historic buildings. Ms. White noted that while the City of Aspen code already meets these updated requirements, they would be adopting the new code. DISCLOSURE OF CONFLICTS OF INTEREST: None. STAFF COMMENTS: Ms. White noted that they would move the administrative updates to the end of the meeting. SUBMIT PUBLIC NOTICE FOR AGENDA ITEMS: Ms. Berne confirmed that public notice was completed in compliance with the Code as needed for the agenda item. NEW BUSINESS: 320 West Main St. - Request for a Certificate of Appropriateness for Minor Development Review and Commercial Design Review (Approval) and Planned Development Project Review and Growth Management Quota System Review (Recommendation to City Council). Applicant Presentation: Sarah Adams – Bendon Adams Ms. Adams began her presentation by introducing the owners and representatives from Forum Phi Architects. She then noted that the owners who purchased the property in 2021 have a background in restoring and running historic Bed and Breakfasts. She noted that the request was to convert the property into a Boutique Lodge with six lodge keys and to approve some minor exterior changes to 3 REGULAR MEETING HISTORIC PRESERVATION COMMISSION JANUARY 14TH, 2026 comply with ADA and Commercial Design Standards. She also noted that HPC was being asked to make a recommendation to City Council for the Planned Development, a variation to allow only six lodge keys when the minimum required is ten lodge keys and growth management mitigation. Ms. Adams then reviewed the history of the property. She noted that the building was zoned Residential until 1989, when it was changed to Office Use and that the 9,000 square foot lot was subdivided in 2002 into two 4,500 square foot lots. She pointed out that the subdivision and plat had a condition of approval that all parking requirements for the lot containing the historic resource were to be waived due to space constraints. She further reviewed the history of the property including zoning changes and a request in 2019 to convert the property back to Residential that was denied. Ms. Adams then reviewed the proposed minor exterior changes, including relocating the front walkway, moving mechanical equipment, providing a new trash enclosure and bike storage. She also reviewed the parking spaces, proposed new lighting, new kitchen hood venting and changes to the rear porch to comply with ADA access to the ADA lodge unit. Ms. Adams moved on to the requested recommendation to City Council for the Boutique Lodge use. She noted that they had landed on six lodge keys as that would require the least amount of interior changes to the historic resources. She then reviewed the proposed new floor plans. She also went over the Planned Development and noted that as part of the balance of variances and community benefit the owners are ok with the conditions to preserve many of the historic interior finishes. She then detailed the various approval conditions related to the interior finishes and showed a number of interior pictures. Ms. Adams then detailed the history and conditional review criteria of the Boutique Lodge Use that was added to the Land Use Code in 2017. She also reviewed the amenity spaces that will be included as well as the importance of the required management plan and development agreement. She noted that as part of this management plan, there would be an onsite manager to handle all aspects of the Lodge. Ms. Adams finished her presentation by going over the growth management recommendation, noting that they are requesting to pay cash-in-lieu for this requirement. Ms. Thompson asked if they would be required to add an interior sprinkler system for fire suppression. Ms. Adams said that after meeting with the Fire Department, that was not a requirement. Ms. Thompson then asked if they needed fire ratings between units and wondered if that would impact any of the interior wall finishes. Mr. Kurt Hartmann from Forum Phi noted that only new walls would have to have a fire rating. He went over the floor plans to highlight these. Ms. Thomspon then asked about the new front walkway and if its width differed from the existing. There was some discussion about the differences and Ms. Adams noted that they would be reusing the existing sandstone pavers. Staff Presentation: Gillian White - Principal Preservation Planner Ms. White began her presentation by going over the requests in front of HPC, including the Minor Development Review, Commercial Design Review and a recommendation to City Council for Growth Management and Planned Development Review. She noted that while the proposal includes minimal alterations to the historic resource, there is a request to vary the required minimum number of lodge keys from ten to six and that this is in the best interest of the preservation of the resource as it requires no expansions or additions. 4 REGULAR MEETING HISTORIC PRESERVATION COMMISSION JANUARY 14TH, 2026 Ms. White continued by going over the requests in front of HPC in more detail as outlined in the staff report. She noted that staff were in support of a recommendation to City Council for the Planned Development and Growth Management Quota System and proposed method of housing mitigation. She then reviewed the proposed exterior alterations and noted that these were fairly minimal and met all Historic Preservation Guidelines. She said that staff are in support of the Minor Development Review and Commercial Design Review. She also noted that since the interior of the historic resource is not part of the property’s historic designation staff recommend conditions of approval that speak to preserving significant interior features to formalize the applicant’s intent. Without these conditions in place, the applicant would be able to reconfigure and/or demolish the interior of the resource without preserving any of the existing interior elements. These conditions were included in the draft resolution. Ms. Thompson asked if the project currently meets the parking requirements. Mr. Anderson first described the difference between parking spaces and parking units, noting that parking units can be a mix of spaces and off-site mitigation. He said that currently a lodge of 6 units would require three parking spaces and he went over the history of how this calculation came about. He mentioned the lot split plat note that Ms. Adams referenced and said that it really shouldn’t have been part of the original notation. He noted that today they try to keep plats as clean as possible as anything included on them run with the plat forever. He confirmed that the plat note related to parking requirements still holds and the two spaces meet the required parking. He emphasized that with the property being in the Mixed- Use Zone, if it was not a boutique lodge, it could be a restaurant, office building or some other commercial use building that could have different parking requirements than the proposed use. He reminded the board that the intersection of residential and commercial zone districts happen all over town and impact parking in those areas as well. Public Comment: Ms. Thomspon asked if board members could confirm that they read the public comment emails that were received. All members confirmed this. Mr. Bill Toler introduced himself and noted that he lived at 327 W. Bleeker St. which is directly behind 320 W. Main Street. He then distributed a handout to the HPC members that summarized his remarks (included on page 176 of the 1/14/26 meeting agenda packet found in the City of Aspen Records Portal). He thanked the members for their service and noted that he knew the owner of 320 W Main St. and felt he was a nice person. He then noted that his and his neighbors’ objections to this project were included in the agenda packet. He felt that if HPC were to approve the Boutique Lodge proposal and the reduction in rooms, it would be problematic for affected property owners, including issues with insufficient parking, delivery vehicle access and overall alleyway congestion. He noted that while the building is zoned for commercial office space, since 2018 it has been used by the previous and current owners as personal residential use, including short term rentals, which has provided real world experience into the impacts of a Boutique Lodge. He continued by going over other various concerns as outlined in the handout. Mr. Kevin DeCarlo introduced himself as the property manager at the neighboring Copper Horse. He noted one of his main concerns would be the parking in the back and delivery vehicles potentially blocking the alley. His other concern was the narrow space between the two buildings and how the proposed walkway in that space could deal with drainage and snow removal issues. 5 REGULAR MEETING HISTORIC PRESERVATION COMMISSION JANUARY 14TH, 2026 Ms. Raymond asked how many employee housing units there were at the Copper Horse. Mr. DeCarlo said there were 13 units. Ms. Pitchford then asked where the residents park and Mr. DeCarlo said they all park in the neighborhood. Ms. Thompson asked if Ms. Adams would like to respond to the public comments. Ms. Adams noted that the current owners had reached out to many of the neighbors when the project was coming together. She also said that she and the owners feel that this is an opportunity to correct many of the previous issues, by having a manager onsite to oversee things and the required management agreement with the City on record to allow enforcement of the regulations related to a lodge use. Ms. Severe asked Ms. Adams to clarify that the ADA access at the back porch would only access the ADA lodge unit and not the rest of the lodge. Ms. Adams confirmed that it would only access the ADA unit. She noted that all other guests would access the lodge through the front door. Board Discussion: Ms. Thompson opened the board discussion noting that there were four main topics to go over. She started with the Certificate of Appropriateness for Minor Development which included the minor exterior changes. She did not have any issues and felt all the proposed changes were within the guidelines. The other commissioners agreed. Ms. Thompson then moved on to the Planned Development review related to the approval of six lodge keys instead of the code required ten. She felt that with the existing building and the benefit of the interior preservation efforts, this was an appropriate request. Most of the members agreed. Ms. Surfas was concerned about how this would be any different from a short-term rental situation. Ms. Thompson noted the management agreement that would have to be filed with the City for the lodge use and that it could be used for enforcement. Mr. Anderson commented that this building is currently a commercial building and that it was not on the City’s enforcement radar as an illegal short-term rental situation. He was not aware of any formal complaints made about short-term rental activity at this address. He noted that the Boutique Lodge was created as a conditional use with many requirements in place to preclude buildings in certain zone districts from being de facto single-family residences. He felt that the question being asked of HPC to recommend was whether there was confidence that the Boutique Lodge provisions would create a product that is completable with the neighborhood. He reminded the commissioners that Main St. is a commercial zone and that many other commercials uses could be in this space. He felt that the preservation of the exterior and interior of this building was the reasoning behind staff’s support for the Planned Development. Mr. Moyer voiced his general concerns about short-term rentals, but felt that by having this be a Boutique Lodge, there would be many more rules and regulations that would prevent many of the issues with short-term rentals. Ms. Severe liked the preservation efforts and was generally ok with the six keys but felt it might be better to have 5 keys with a manager living there full-time. She thought this application was a great way to ensure the preservation of the resource and was in favor of approving it. Ms. Thompson moved on to the request for the affordable housing mitigation to be paid via cash-in-lieu. She felt that this was not something that HPC historically made a recommendation on and felt that they should defer that decision to City Council. The other commissioners agreed. 6 REGULAR MEETING HISTORIC PRESERVATION COMMISSION JANUARY 14TH, 2026 Ms. Pitchford said that she loved the project in terms of the preservation and was in support of the six keys but still had concerns about the potential parking and alley issues. Ms. Thompson felt that some of those issues could be addressed in the operating agreement that gets worked out between the applicant and the City. She also encouraged the applicant to involve the neighbors in those efforts. Ms. Raymond understood Ms. Pitchford’s concerns about the parking, but felt it was an issue all over town and not just because this lodge may be there. Ms. White noted that it could be appropriate to include comments and concerns in HPC’s recommendation to Council. MOTION: Ms. Thompson moved to approve the next resolution in the series revising condition #1C to include historic transoms and to add #1G to include historic hardware. She added a second condition to Section #1 that the applicant will submit a detailed preservation plan to be reviewed at Final. She also revised Section #3 to say that HPC does not take any formal position on the mitigation method of fee-in- lieu. Finally, she added a third condition to Section #1, stating that any additional historic elements that HPC and the owners agree upon after a site visit will be preserved. Ms. Severe seconded. Roll call vote: Mr. Moyer, yes; Ms. Surfas, yes; Ms. Pitchford, yes; Ms. Severe, yes; Mr. Clauss, yes; Ms. Raymond, yes; Ms. Thompson, yes. 7-0, motion passes. PROJECT MONITORING: Ms. White handed out a list of the current Project Monitoring assignments, and the commissioners assigned a few projects that were without a monitor. CERTIFICATE OF NO NEGATIVE EFFECT: Ms. White noted that staff had approved some Certificates of No Negative requests and she went over the details of each. These included:  214 W. Bleeker St.  217 W. Bleeker St.  917 E. Hyman Ave.  602 E. Hyman Ave.  520 E. Hyman Ave.  221 E. Main St. STAFF COMMENTS: Ms. White reminded the commissioners of the Permit “Mix and Mingle” that was scheduled for later in the month. CALL UP REPORTS: None ADJOURN: Ms. Raymond moved to adjourn the regular meeting. Ms. Thompson seconded. All in favor, motion passes. ____________________ Mike Sear, Deputy City Clerk 7 REGULAR MEETING HISTORIC PRESERVATION COMMISSION JANUARY 14TH, 2026 8 REGULAR MEETING HISTORIC PRESERVATION COMMISSION JANUARY 28TH, 2026 Vice - Chairperson Raymond opened the regular meeting of the Aspen Historic Preservation Commission at 4:30pm. Commissioners in attendance: Roger Moyer, Jodi Surfas, Duncan Clauss and Kim Raymond. Staff present: Gillian White – Principal Preservation Planner Luisa Berne - Assistant City Attorney Mike Sear – Deputy City Clerk MINUTES: Mr. Moyer moved to approve the draft minutes from 12/10/26. Mr. Clauss seconded. Roll call vote: Mr. Moyer, yes; Ms. Surfas, yes; Mr. Clauss, yes; Ms. Raymond, yes. 4-0, motion passes. PUBLIC COMMENTS: None COMMISSSIONER MEMBER COMMENTS: Ms. Surfas asked about the Old Powerhouse project. Ms. White and Ms. Berne updated the commissioners about work on the restoration of the brick and replacement of the roof. DISCLOSURE OF CONFLICTS OF INTEREST: None. PROJECT MONITORING: None STAFF COMMENTS: None CERTIFICATE OF NO NEGATIVE EFFECT: None CALL UP REPORTS: None SUBMIT PUBLIC NOTICE FOR AGENDA ITEMS: Ms. Berne confirmed that public notice was completed in compliance with the Code as needed for the agenda item. NEW BUSINESS: 411 E. Main St. - Request for a Certificate of Appropriateness for Minor Development and Commercial Design Review. Applicant Presentation: Garrett Larimer – Kraemer Land Planning / Ryan Doremus – Thunderbowl Architects Mr. Larimer began his presentation by reviewing some details of the property and noted the mix of commercial and deed restricted housing units. He then went over the history of the building, showing several historic pictures and noted that it gained individual historic designation in 1987. He also pointed out the various commercial uses and tenants that occupied the building during its long history. Mr. Larimer continued by going over the history of the current project, noting that they had submitted for an interior renovation and some fenestration changes through an administrative certificate of no negative effect process. He noted that a referral comment came back from the Building Department that the chamfered corner entry doors that they were proposing for the corner of Mill St. and Main St. were required to be ADA accessible. He pointed out that there is an elevation change from the street level to the main interior floor that previously had a step up to gain access, but that that is not ADA 9 REGULAR MEETING HISTORIC PRESERVATION COMMISSION JANUARY 28TH, 2026 accessible. After working with the Building, Engineering and Historic Preservation Departments they revised their proposal to lower the threshold of the corner entry door to street grade to allow an ADA accessible ramp on the interior of the space. He noted that the design of the historic chamfered corner entrance will remain, including the single transom window above the entry doors. He said that the request in front of HPC was returning the chamfered corner entry, approving the size of the door, lowering of the threshold for ADA compliance, the single transom window above the door and the installation of a wireless push button actuator to open the doors. Mr. Larimer then gave some context by showing the existing and proposed north elevations and noting the fenestration changes. He also gave some more details of the interior ramp and push button actuator. He said that they feel this is a mutually beneficial design that restores the historic corner entry and improves ADA accessibility. Mr. Moyer asked about the doors’ swing direction and Mr. Doremus clarified that they would be out swinging but would be recessed as to not impede the right of way when open. Ms. Raymond asked about the lower wood panels on the doors and if they would line up with the panels below the windows on either side. Mr. Doremus said that they were originally basing things off the height of the panels but would be more than happy to make sure they line up. Staff Presentation: Gillian White – Principal Preservation Planner Ms. White began her presentation by going over some details of the property and its location. She noted the Land Use reviews in front of HPC and went over the applicants’ request to relocate the main entry to the chamfered corner of the building. She noted that this was in front of HPC as due to current code requirements, the applicant could not relocate the door exactly as it had existed historically. She said that overall, Planning staff is supportive of the reestablishment of the historic location of the main entry and she went over some of the relevant historic preservation guidelines. She also referenced the fenestration changes that had been administratively approved for the street facing windows on Main St. and a door on Mill St. Ms. White went on to note that staff were supportive of the reconfiguration of the corner entry doors that allows for better ADA compliance at the main entrance. She finished her presentation by stating that staff is recommending approval of Resolution #2 for this project. Mr. Moyer asked about how this new entry would deal with water drainage. Ms. White noted that the sidewalk currently slopes away from the building. She noted that the Engineering Department had reviewed the proposal and were supportive. Public Comment: None. Board Discussion: Ms. Raymond liked the idea that the door would be put back in its historic corner location. The rest of the members agreed. There was then some discussion of how to word the language of an additional condition of approval related to the door and window panels lining up. MOTION: Mr. Moyer moved to approve Resolution #2 with the added condition of the glass and wood panels lining up. Ms. Surfas seconded. There was some further discussion of the language of that 10 REGULAR MEETING HISTORIC PRESERVATION COMMISSION JANUARY 28TH, 2026 condition. Roll call vote: Mr. Moyer, yes; Ms. Surfas, yes; Mr. Clauss, yes; Ms. Raymond, yes. 4-0, motion passes. NEW BUSINESS: Public Art Presentation Re: Ped Mall 50 Year Celebration Presentation Ms. White introduced the item and noted that she invited Lara Whitley to present as the Ordinance for the Pedestrian Mall specifies that HPC has purview over the location of public art. Staff Presentation: Lara Whitley – Aspen Public Art Program Administrator Ms. Whitley began her presentation by giving some history of Aspen Public Art Program that was just established in 2025. She continued by reviewing some history of the Pedestrian Mall and its connection to the arts and culture of Aspen. She then went over some of the details of the 50 Year Celebration and the related festivities, including public art installations and a one day “people powered” art parade that would traverse through the mall areas and the Saturday Market. There were a few questions from commissioners about the timing of the parade and if it would be hampered by the crowds in the Saturday Market. Ms. Whitley said that she was working with the Market manager and felt the excitement of the parade would create space for it to come through. There was some discussion amongst the commissioners of ways that HPC could be involved and potentially help educate the community of the great preservation work it does. Before the meeting ended, Mr. Moyer wanted to go over the list of discussion topics that Chair Thompson had distributed, as he was a bit unsure what she wanted from each commissioner. There was some brief discussion of the list and what the next steps would be in working on the various topics. ADJOURN: Ms. Raymond moved to adjourn the regular meeting. Mr. Moyer seconded. All in favor, motion passes. ____________________ Mike Sear, Deputy City Clerk 11 STAFF REPORT TO: Aspen’s Historic Preservation Commission FROM: Gillian White, Historic Preservation Officer, Principal Planner THROUGH: Dan Folke, Planning Director MEETING DATE: February 25, 2026 SUBJECT: Resolution #03, Series of 2026 406 W. Smuggler St. – Request for a Certificate of Appropriateness for Major Development Final Review and Recommendation for the Establishment of one (1) Transferrable Development Right Certificate __________________________________________________________________ INTENDED OUTCOME: The request of the Historic Preservation Commission (HPC) is to consider the following land use code review processes: • Certificate of Appropriateness for Major Development (Section 26.415.070(d)) • Benefits – Transferrable Development Right (TDR) (Section 26.415.110(k)) The HPC is the final review authority of these requests. The intended outcome for this request is to maintain the integrity of the historic resource, the historic preservation program, and align with Aspen’s Historic Preservation Design Guidelines and applicable code sections to the extent possible. EXECUTIVE SUMMARY: The purpose of this report is to provide the HPC with details on the request for a Certificate of Appropriateness for Major Development Final Development Plan Review and associated requests so the HPC can make an informed decision. Per Land Use Code (LUC) Section 26.415.070(d) the HPC may approve, disapprove, or approve the application with conditions. The HPC may also continue the application to obtain additional information necessary to make a decision to approve or deny. 12 Overview of Project: The applicant proposes to demolish a non-historic addition, restore the resource to match historic photos, and construct a new, detached, two-story, single-family residence. The applicant is also requesting a recommendation to Council regarding the establishment of one Transferrable Development Right certificate. At the conceptual hearing, the HPC approved the associated relocation request, variations for a reduction to the rear setback and combined side yard setback, and a 412 square foot floor area bonus via a lightwell exemption. Staff Recommendation: The final application includes details on materials, a change to the temporary placement of the resource while the new foundation is being constructed, and landscaping details. Staff have provided conditions of approval within the draft resolution. Fig. 1. Aerial image showing the subject property outlined in yellow. 13 DISCUSSION: Background: The 6,000-square-foot parcel at 46 W. Smuggler St. is located in the Medium-Density Residential (R-6) zone district. The site features a Victorian-era historic resource relocated to a full basement here from the south side of W. Hopkins Ave. near S. 7th St. in 1973. As it shares its architectural characteristics with other “Miner’s Cottages” of the era, this dwelling was likely originally constructed in the late 1880s or early 1890s. A rear addition was added to the original five-room historic resource upon its relocation in 1973. A rear exterior stairway was added to provide access to the northeast corner of the basement sometime thereafter, but no other major alterations or improvements have been made in recent years. Ordinance #49, Series of 1989, added the property the City of Aspen Inventory of Historic Landmark Sites and Structures. Staff Comments: Overall, the final application meets the majority of applicable Historic Preservation Design Guidelines except for proposing synthetic roofing material for the historic resource. One minor update to the application includes changes to the temporary relocation of the resource. At the conceptual hearing, the HPC asked the applicant to work with the Parks Dept. to move the temp location of the resource outside of the dripline of the trees on site. The applicant has updated their plans in response to this feedback, and the new temporary location for the resource is outside of the dripline. The resource will remain in this location while the subgrade space is excavated, and the new foundation is constructed. Plans related to this are included in the provided application. Certificate of Appropriateness for Major Development Final Review - Section 26.415.070(d) Fig. 2: Historic Resource Prior to Move to 406 W. Smuggler St. Fig. 3: Current image of historic resource 14 The proposal is consistent with several applicable Historic Preservation Design Guidelines as noted in the attached staff analysis, including the proposed landscaping, site lighting, and architectural details. The applicant has proposed restoring the existing historic material to the extent possible. Staff have added a condition of approval regarding historic material that may not be salvageable. The proposed roof material for the historic resource is a composite shingle that tries to replicate an historic wood shingle. While the guidelines state that historic material should not be replaced with synthetic materials, staff understand the difficulties in roofing material options as it intersects with insurance requirements. The proposed Enviroshingle material appears to have similarities to historic wood shingles in its dimensions and striations, however the durability and reflectivity remain questionable as the product has not been tested over time. Staff analysis of the applicable Design Guidelines is included with this staff report as Attachment B. Benefits – Transferrable Development Right (TDR) Section 26.415.110(k) The applicant has requested that the HPC provide a recommendation to City Council regarding the establishment of one (1) TDR equaling 250 square feet. As this is an historic preservation benefit, the HPC is to weigh in on whether the applicant’s proposal warrants the awarding of this benefit. HPC’s recommendation will be included in the packet that goes before Council. The subject property is allowed 3,600 square feet of floor area per underlying zoning. There is currently 1,636 square feet of floor area built out on site, leaving 1,604 square feet remaining. The current proposal before the HPC includes a total of 3,177 square feet including the previously approved lightwell exemption of 434 square feet, which leaves 423 square feet remaining. Should one TDR be severed, the remaining allowable floor area for the property is 173 square feet. Total Allowable Floor Area per Zoning 3,600 sf Existing Floor Area 1,636 sf Proposed Floor Area (with lightwell exemption of 434 square feet) 3,177 sf Remaining Allowable Floor Area 423 sf Remaining Allowable Floor Area (If TDR is severed) 173 sf While the code allows the consideration of awarding additional preservation benefits, due to recent discussions regarding the TDR program, staff notes that should the HPC want to permanently sever the TDRs restricting the allowable floor area on the property 15 including future potential floor area bonuses, this would need to be noted in the recommendation to Council as a condition of approval, memorialized in the deed restriction. Staff analysis of the applicable benefit criteria is included with this staff report as Attachment C. Referral Comments: Staff referred out the final application to other City departments for comments. The aggregated referral comments are included in Attachment D. Some of the feedback may have already been incorporated into subsequent application revisions. RECOMMENDATIONS: Staff recommend approval of HPC Resolution #03, Series of 2026, with the following conditions and details in addition to the conditions noted in HPC Resolution #11 of Series 2025: 1. Should historic material proposed to be restored not be salvageable, applicant is to work with Staff and Monitor to determine appropriate replacement materials. The HPC is to provide their recommendation on the TDR request which will also be included in the resolution. ATTACHMENTS: HPC Resolution #03, Series of 2026 Attachment A – Application Attachment B – Historic Preservation Design Guidelines Staff Analysis Attachment C – Benefit Criteria Staff Analysis Attachment D – Combined Referral Comments 16 HPC Resolution #03, Series of 2026 Page 1 of 4 03RESOLUTION #03 (SERIES OF 2026) A RESOLUTION OF THE ASPEN HISTORIC PRESERVATION COMMISSION (HPC) GRANTING A CERTIFICATE OF APPROPRIATENESS FOR MAJOR DEVELOPMENT FINAL REVIEW AND RECOMMENDATION FOR THE ESTABLISHEMNT OF ONE TRANSFERABLE DEVELOPMENT RIGHT CERTIFICATE FOR THE PROPERTY LOCATED AT 406 W. SMUGGLER ST., LOTS P & Q, BLOCK 33, CITY & TOWNSITE OF ASPEN; & LOTS 16 & 17, BLOCK 33, HALLAM’S ADDITION TO THE CITY & TOWNSITE OF ASPEN PARCEL ID: 2735-124-64-002 WHEREAS, the applicant, Smuggler Mountain HoldCo, LLC, 3889 Maple Ave, Ste 500 Dallas, TX 75219, represented by Kim Raymond Architecture + Interiors, has requested HPC approval for a Certificate of Appropriateness for Major Development Final Review and recommendation to Council regarding the establishment of one (1) Transferrable Development Right Certificate for the property located at 406 W. Smuggler St., Lots P & Q, Block 33, City & Townsite of Aspen; & Lots 16 & 17, Block 33, Hallam’s Addition to the City & Townsite of Aspen; and WHEREAS, Section 26.415.070 of the Municipal Code states that “no building or structure shall be erected, constructed, enlarged, altered, repaired, relocated or improved involving a designated historic property or district until plans or sufficient information have been submitted to the Community Development Director and approved in accordance with the procedures established for their review;” and WHEREAS, for approval of a Certificate of Appropriateness for Major Development, the HPC must review the application, a staff analysis report and the evidence presented at a hearing to determine the project’s conformance with the City of Aspen Historic Preservation Design Guidelines per Section 26.415.070(d) of the Municipal Code and other applicable Code Sections. The HPC may approve, disapprove, approve with conditions or continue the application to obtain additional information necessary to make a decision to approve or deny; and WHEREAS, Community Development Department staff reviewed the application for compliance with applicable review standards; and WHEREAS, at a duly noticed public meeting on February 25, 2026, the HPC considered the application, the staff memo, and public comment, and voted X to X (X to X) to approve the application with conditions; and WHEREAS, the Historic Preservation Commission voted X to X (X to X) to provide a positive recommendation to Council regarding the request to establish one Transferable Development Right; and NOW, THEREFORE, BE IT RESOLVED: 17 HPC Resolution #03, Series of 2026 Page 2 of 4 Section 1: Certificate of Appropriateness for Major Development Pursuant to the procedures and standards set forth in Title 26 of the Aspen Municipal Code, the Historic Preservation Commission hereby grants the a Certificate of Appropriateness for Major Development Final Review with the following conditions in addition to the conditions noted in HPC Resolution #11 of Series 2025: 1. Should historic material proposed to be restored not be salvageable, applicant is to work with Staff and Monitor to determine appropriate replacement materials. Section 2: Transferable Development Right The HPC has provided a positive recommendation to City Council regarding the creation of one (1) Transferable Development Right Certificate equaling 250 square feet. The subject property is allowed 3,600 square feet of floor area per underlying zoning. The project approval included in this resolution includes a total of 3,177 square feet which leaves 423 square feet remaining. Should the TDR be severed, the remaining allowable floor area for the property is 173 square feet. Total Allowable Floor Area per Zoning 3,600 sf Existing Floor Area 1,636 sf Approved Floor Area (with lightwell exemption of 434 square feet) 3,177 sf Remaining Allowable Floor Area 423 sf Remaining Allowable Floor Area (If TDR is severed) 173 sf Section 3: Material Representations All material representations and commitments made by the Applicant pursuant to the development proposal approvals as herein awarded, whether in public hearing or documentation presented before the Community Development Department, the Historic Preservation Commission, or the Aspen City Council are hereby incorporated in such plan development approvals and the same shall be complied with as if fully set forth herein, unless amended by other specific conditions or an authorized authority. Section 4: Existing Litigation This Resolution shall not affect any existing litigation and shall not operate as an abatement of any action or proceeding now pending under or by virtue of the ordinances repealed or amended as herein provided, and the same shall be conducted and concluded under such prior ordinances. Section 5: Severability If any section, subsection, sentence, clause, phrase, or portion of this Resolution is for any reason held invalid or unconstitutional in a court of competent jurisdiction, such portion shall be deemed a separate, distinct and independent provision and shall not affect the validity of the remaining portions thereof. Section 6: Vested Rights 18 HPC Resolution #03, Series of 2026 Page 3 of 4 The development approvals granted herein shall constitute a site-specific development plan vested for a period of three (3) years from the date of issuance of a development order. However, any failure to abide by any of the terms and conditions attendant to this approval shall result in the forfeiture of said vested property rights. Unless otherwise exempted or extended, failure to properly record all plats and agreements required to be recorded, as specified herein, within 180 days of the effective date of the development order shall also result in the forfeiture of said vested property rights and shall render the development order void within the meaning of Section 26.104.050 (Void permits). Zoning that is not part of the approved site-specific development plan shall not result in the creation of a vested property right. No later than fourteen (14) days following final approval of all requisite reviews necessary to obtain a development order as set forth in this Ordinance, the City Clerk shall cause to be published in a newspaper of general circulation within the jurisdictional boundaries of the City of Aspen, a notice advising the general public of the approval of a site specific development plan and creation of a vested property right pursuant to this Title. Such notice shall be substantially in the following form: Notice is hereby given to the general public of the approval of a site-specific development plan, and the creation of a vested property right, valid for a period of three (3) years, pursuant to the Land Use Code of the City of Aspen and Title 24, Article 68, Colorado Revised Statutes, pertaining to the following described property: 406 W. Smuggler St. Nothing in this approval shall exempt the development order from subsequent reviews and approvals required by this approval of the general rules, regulations and ordinances or the City of Aspen provided that such reviews and approvals are not inconsistent with this approval. The approval granted hereby shall be subject to all rights of referendum and judicial review; the period of time permitted by law for the exercise of such rights shall not begin to run until the date of publication of the notice of final development approval as required under Section 26.304.070(A). The rights of referendum shall be limited as set forth in the Colorado Constitution and the Aspen Home Rule Charter. APPROVED BY THE COMMISSION at its regular meeting on the 25th day of February, 2026. Approved as to Form: Approved as to Content: ________________________________ ________________________________ Luisa Berne, Assistant City Attorney Kara Thompson, Chair ATTEST: ________________________________ 19 HPC Resolution #03, Series of 2026 Page 4 of 4 Mike Sear, Deputy City Clerk 20 ISSUE THIS SET PUBLISHED ON Scale: AS NOTED SCHEMATIC DESIGN SET CONSULTANT RFP SET HPC APPLICATION SET PRELIMINARY PRICING SET REVISED HPC SETKIENAST SKI HOUSE406 WEST SMUGGLER STREETASPEN, COLORADO 81611PARCEL ID: 273512412003ALL DESIGNS, IDEAS ARRANGEMENTS AND PLANS INDICATED BY THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF KIM RAYMOND ARCHITECTS, INC. AND SHALL NEITHER BE USED ON ANY OTHER WORK NOR BE USED BY ANY OTHER PERSON FOR ANY USE WHATSOEVER WITHOUT WRITTEN PERMISSION. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED AT T H E S I T E . A N Y D I M E N S I O N A L DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO COMMENCEMENT OF WORK. G.1.00 11/18/25 GENERAL INFORMATION DATE www.kimraymondarchitects.com 970-925-225211/18/25 1" ACTUAL IF THE ABOVE DIMENSION DOES NOT MEASURE ONE INCH (1") EXACTLY, THIS DRAWING WILL HAVE BEEN ENLARGED OR REDUCED, AFFECTING ALL LABELED SCALES. 11/7/24 2/6/25 3/28/25 4/30/25 9/25/25 CONTRACTOR STRUCTURAL ENGINEER RIVERSTONE STRUCTURAL CONCEPTS 1650 W. TARGEE STREET, UNIT 5103 BOISE, ID 83705 (208) 343-2092 MECHANICAL ENGINEER G.1.00 GENERAL INFORMATION G.1.01 HISTORIC NEIGHBORHOOD CONTEXT G1.02 EXISTING NEIGHBORHOOD CONTEXT G.103 PROPOSED NEIGHBORHOOD CONTEXT SURVEY A.1.01 EXISTING SITE PLAN A.1.02 PROPOSED SITE PLAN A.1.03 ZONING SUMMARY A.1.04 EXISTING FLOOR AREA CALCULATIONS A.1.05 PROPOSED FLOOR AREA CALCULATIONS A.1.06 EXISTING GROSS AREA SUMMARY A.1.07 PROPOSED GROSS AREA SUMMARY A.1.08 PROPOSED WORK AREA CALCULATIONS A.1.09 EXISTING ROOF OVER TOPOGRAPHY A.1.10 PROPOSED ROOF OVER TOPOGRAPHY A.1.11 WALL DEMOLITION CALCULATIONS A.1.12 ROOF DEMOLITION CALCULATIONS A.1.13 PROPOSED FIXTURE COUNT (UWCP) A.1.14 FENESTRATION CALCULATIONS A.1.15 TREE REMOVAL PLAN A.1.16 PROPOSED LANDSCAPE PLAN A.1.17 EXISTING SITE COVERAGE A.1.18 PROPOSED SITE COVERAGE A.1.19 HOUSE MOVING PLAN A.2.01 EXISTING LOWER LEVEL FLOOR PLAN A.2.02 EXISTING MAIN LEVEL FLOOR PLAN A.2.03 EXISTING ROOF PLAN A.2.04 PROPOSED LOWER LEVEL FLOOR PLAN A.2.05 PROPOSED MAIN LEVEL FLOOR PLAN A.2.06 PROPOSED UPPER LEVEL FLOOR PLAN A.2.07 PROPOSED ROOF PLAN A.3.01 EXISTING ELEVATIONS: SOUTH & WEST A.3.02 EXISTING ELEVATIONS: NORTH & EAST A.3.03 PROPOSED ELEVATIONS: SOUTH & WEST A.3.04 PROPOSED ELEVATIONS: NORTH & EAST A.3.05 PROPOSED ELEVATIONS: SOUTH (ADDITION) & NORTH (HISTORIC) A.4.01 EXISTING BUILDING SECTIONS A.4.02 EXISTING BUILDING SECTIONS A.4.03 EXISTING BUILDING SECTIONS A.4.04 EXISTING BUILDING SECTIONS A.4.05 EXISTING BUILDING SECTIONS A.4.06 PROPOSED BUILDING SECTIONS A.4.07 PROPOSED BUILDING SECTIONS A.4.08 PROPOSED BUILDING SECTIONS A.4.09 PROPOSED BUILDING SECTIONS A.4.10 PROPOSED BUILDING SECTIONS A.4.11 PROPOSED BUILDING SECTIONS A.4.12 PROPOSED BUILDING SECTIONS A.6.01 ARCHITECTURAL DETAILS A.6.02 ARCHITECTURAL DETAILS A.7.01 WINDOW & DOOR SCHEDULES ENERGY 1 MEP | ENGINEERING 744 HORIZON COURT, SUITE 100 GRAND JUNCTION, CO 81506 (970) 644-8768 WALLS - FOR NEW OR EXPOSED INTERIOR WALLS, THEY MUST BE FILLED WITH INSULATION TO GRADE 1 QUALITY (R503.1.3 ITEM 1). - FOR NEW OR EXPOSED EXTERIOR WALLS, AN R-VALUE OF 34+12ci or 20 + 20ci or 13 + 25ci MUST BE ACHIEVED. SEE PROPOSED ASSEMBLY DETAILS FOR SPECIFICATION. - EXTERIOR WALL MATERIALS MUST COMPLY WITH ONE OF THE FOLLOWING PER THE ASPEN AMENDED 2021 IBC 3402.5: o IGNITION RESISTANT EXTERIOR MATERIAL (FLAME SPREAD 25 OR LESS USING EXTENDED ASTM E84 TEST) o NON-COMBUSTIBLE EXTERIOR MATERIAL o HEAVY TIMBER OR LOG WALL o FIRE RETARDANT-TREATED WOOD EXTERIOR MATERIAL o A 1-HOUR LISTED FIRE RATED ASSEMBLY (RATED FROM EXTERIOR SIDE) WILL PERMIT EXTERIOR THAT DOES NOT MEET ONE OF THE ABOVE OPTIONS ROOFS - FOR EXISTING EXPOSED CEILING CAVITIES, REFER TO ASPEN IECC TABLE R402.1.3 ALTERATION ROW, INSULATE TO REQUIRED R-VALUE OF 49 - EXISTING ROOFS: INSTALL CONTROLS FOR ANY EXISTING HEAT TAPE - FOR NEW ROOFS, REFER TO ASPEN IECC TABLE R402.1.3 NEW CONSTRUCTION & ADDITIONS ROW, INSULATE TO REQUIRED R-VALUE OF 60 - INSTALL CONTROLS FOR ANY NEW HEAT TAPE - EAVES, FASCIAS, AND SOFFITS MUST BE CONSTRUCTED USING ANY OF THE FOLLOWING PER THE ASPEN AMENDED 2021 IBC 3402.3: o COMBUSITBLE MATERIAL WITH A MINIMUM THICKNESS OF ¾” o EXPOSED RAFTER TAILS MUST BE HEAVY TIMBER CONSTRUCTION o APPROVED NONCOMBUSTIBLE MATERIALS WINDOWS - NEW WINDOWS AND DOORS MUST COMPLY WITH CITY POLICY o NEW WINDOWS: U 0.26, TRIPLE GLAZED, AT LEAST ONE LOW-E COATING, SHGC 0.35 (CAN BE DOUBLE PANED BUT CANNOT CONTAIN GAS) o NEW DOORS: U 0.26, SHGC 0.35 o REPLACEMENT WINDOWS & DOORS: U 0.28, SHGC 0.35 - - LANDSCAPE ARCHITECT/DESIGNER RICHARD CAMP LANDSCAPE ARCHITECTURE P.O. BOX 958 CARBONDALE, CO 81623 (970) 948-7066 LIGHTING DESIGNER DAVID CRAIGE LIGHTING DESIGN 134 SOUTH TOMBOY, SUITE 9A TELLURIDE, CO 81435 (970) 729-1403 13 4 2 1 A7.1 LOCATION KIM RAYMOND ARCHITECTURE & INTERIORS 501 EAST HYMAN AVENUE, SUITE 205 ASPEN, CO 81611 970-925-2252 ARCHITECT KIENAST SKI HOUSE ABBREVIATIONS MATERIAL LEGEND VICINITY MAP PROJECT TEAMAPPLICABLE CODES PROJECT DATA SHEET INDEX (CONTINUED) SHEET INDEXSYMBOL LEGEND PARCEL ID NUMBER: ZONING: LOT SIZE: BLDG USE: OCC. GROUP: CONST. TYPE: CLIMATE ZONE: FIRE SPRINKLERS: LAND USE CATEGORY: TOWNSHIP: RANGE: SECTION: 273512412003 R-6 6,000 SQ.FT. SINGLE FAMILY/DUPLEX RESIDENTIAL RESIDENTIAL V-B 7 YES - - - - - - - - PLT. S.T.D.SLOPE TO DRAIN A A.B. A.F.F. A.F.G. A/C ABC ABS ABV. ACB ACOU. ACT ADD. AG AHU AL. or ALUM. ALT. ANL ASPH. AVG AWG B.M. B.N. B.O. B.O.F. B.U. B/C BD. BLDG BLK. BLKG. BM. BR BRG. BRZ C.A.P. C.D. C.I.P. C.J. C.O. C.T. CAB CAM. CCTV CEM. CER CFM CH CKT. BKR. CL or C.L. CLG. CLKG. CLO. CLR. CMU CNTRD. COL. COMB. CONC. CONST. CONT. CONTR. CU d D.F. D.G. D.S. D/W DBL. DEMO DIA. or Ø DIAG. DIM. DL DN. DR E.A. E.F. E.J. E.N. E.W. EA. EL ELECT. ELEV. EMC EMT ENT EQ. EQUIP. EST. EVAP. EWC EXC EXH. EXIST. or E EXT. F.A. F.C. F.C.O. F.D. F.E. F.N. F.O. F.S. F/G FAB. FACP FDC FDN. FHC FIN. FL FLG. FLUOR. FP FTG. FURN. G.I. GA. GALV. GAR. GFCI GFI GL GLB GM GM GRC GYP. GYP. BD. H.B. H.C. H.M. H/C HDBD. HDW HGT. HOR. HTR HVAC HW HYD. I.C. I.D. I.F. ID IG IMC IMPG INCL. INSUL. INT. J-BOX JCT JT. K-D KD KO L.E.D. L.FT. LAM LAT. LAV LD. LIN. LINO. LT. LTG. LVL M.B. M.H. M.I. M.O. MAR. MAS. MAT'L MAX. MECH. MED. MFG. MFR. MIN. MISC. MOD MTL. MUL N.I.C. N.T.S. NCM NFC NLR. NO. NOM. O.C. O.D. O.H. O.I. O.R. OAI OH OPNG. OPPO. P.C. P.L. P.LAM. P.O.C. PERP. or PH or Ø PL. PLAS. PLUMB. PLYWD. PORC. PERF. PREFAB. PSF PSI PTN. PVC PWR. Q.T. QTY. R R.D.L. R.D.O. R.O. R.O.W. or R/W REF REF. REINF. REQ'D. RET. REV. RM RMV. S.C. S.D. S.O.V. S/L S/S SC SCHED. SECT. SES SH SHT'G. SIM. SPA. SPECS SPKR. SQ. FT. SQ. IN. STC STD. STL. SUSP. SW SYM SYS. T & G T.B. T.M.B. T.O. T.O.B. T.O.C. T.O.F. T.O.J. T.O.M. T.O.S. T.O.W. T.S. T.V. TEL. TH. THD. THK. THRU TLT. TRANS. TYP. UNF. UR V.B. V.I.F. VA VERT. WC WDW WCT WP WT. W/ W/O WD. W.I. YD. AMPERES ANCHOR BOLT ABOVE FINISHED FLOOR ABOVE FINISHED GRADE AIR CONDITIONING AGGREGATE BASE COURSE ACRYLONITRILE-BUTADIENE-STYRENE ABOVE ASBESTOS-CEMENT BOARD ACOUSTIC ACOUSTICAL CEILING TILE ADDITION or ADDENDUM ABOVE GRADE AIR HANDLER UNIT ALUMINUM ALTERNATE ANNEALED ASPHALT AVERAGE AMERICAN WIRE GAUGE ANGLE BENCH MARK BOUNDARY NAILING BOTTOM OF BOTTOM OF FOOTING BUILT UP BACK OF CURB BOARD BUILDING BLOCK BLOCKING BEAM BRASS BEARING BRONZE CONCRETE ASBESTOS PIPE CONSTRUCTION DOCUMENTS CAST IN PLACE CONTROL JOINT CLEAN OUT CERAMIC TILE CABINET CAMBER CLOSED CIRCUIT TELEVISION CEMENT CERAMIC CUBIC FEET PER MINUTE CHANNEL CIRCUIT BREAKER CENTERLINE CEILING CAULKING CLOSET CLEAR CONCRETE MASONRY UNIT CENTERED COLUMN COMBINATION CONCRETE CONSTRUCTION CONTINUOUS CONTRACTOR COPPER PENNY DRINKING FOUNTAIN DECOMPOSED GRANITE DOWN SPOUT DISHWASHER DOUBLE DEMOLITION DIAMETER DIAGONAL DIMENSION DEAD LOAD DOWN DOOR EXPANSION ANCHOR EXHAUST FAN EXPANSION JOINT END NAILING EACH WAY EACH ELEVATION "ELECTRIC, ELECTRICAL" ELEVATOR ELECTRICAL METALLIC CONDUIT ELECTRICAL METALLIC TUBING ELECTRICAL NON-METALLIC TUBING EQUAL EQUIPMENT ESTIMATE EVAPORATIVE COOLER ELECTRIC DRINKING COOLER EXCAVATE EXHAUST EXISTING EXTERIOR FIRE ALARM FAN COIL FLOOR CLEAN OUT FLOOR DRAIN FIRE EXTINGUISHER FIELD NAILING FACE OF FLOOR SINK FIBERGLASS FABRICATE FIRE ALARM CONTROL PANEL FIRE DEPARTMENT CONNECTION FOUNDATION FIRE HOSE CABINET FINISH FLOOR FLOORING FLUORESCENT FIRE PROOF FOOTING FURNISH GALVANIZED IRON GAUGE GALVANIZED GARAGE GROUND FAULT CIRCUIT INTERRUPTER GROUND FAULT INTERRUPTER GLASS GLUE LAMINATED BEAM GRADE MARK GATE VALVE GALVANIZED RIGID TUBING GYPSUM GYPSUM BOARD HOSE BIBB HOLLOW CORE HOLLOW METAL HANDICAPPED HARDBOARD HARDWARE HEIGHT HORIZONTAL HEATER HEATING, VENTILATING & AIR CONDITIONING HOT WATER HYDRAULIC INTERCOM OUTLET INSIDE DIAMETER INSIDE FACE IDENTIFICATION ISOLATED GROUND INTERMEDIATE METALLIC CONDUIT IMPREGNATED INCLUDE, INCLUSIVE INSULATION INTERIOR JUNCTION BOX JUNCTION JOINT KNOCK DOWN KILN DRIED KNOCK OUT LIGHT EMITTING DIODE LINEAR FEET LAMINATE LATERAL LAVATORY LEAD LINEAR LINOLEUM LIGHT LIGHTING LAMINATED VENEER LUMBER MACHINE BOLT MANHOLE MALLEABLE IRON MASONRY OPENING MARBLE MASONRY MATERIAL MAXIMUM MECHANICAL MEDIUM MANUFACTURING MANUFACTURER MINIMUM MISCELLANEOUS MODULAR METAL MULLION NOT IN CONTRACT NOT TO SCALE NON-CORROSIVE METAL NOT FOR CONSTRUCTION NAILER NUMBER NOMINAL ON CENTER OUTSIDE DIAMETER OVER HANG ORNAMENTAL IRON OUTSIDE RADIUS OUTSIDE AIR INTAKE OVER HEAD OPENING OPPOSITE PRECAST CONCRETE PROPERTY LINE PLASTIC LAMINATE POINT OF CONNECTION PERPENDICULAR PHASE PLASTER PLATE PLASTIC PLUMBING PLYWOOD PORCELAIN PERFORATED PREFABRICATED POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH PARTITION POLYVINYLCLORIDE POWER QUARRY TILE QUANTITY RADIUS ROOF DRAIN LEADER ROOF DRAIN OVERFLOW ROUGH OPENING RIGHT OF WAY REFRIGERATOR REFERENCE REINFORCED REQUIRED RETURN REVISION ROOM REMOVE SOLID CORE SMOKE DETECTOR SHUT OFF VALVE SKYLIGHT STAINLESS STEEL SELF CLOSING SCHEDULE SECTION SERVICE ENTRANCE SECTION SHEET SHEATHING SIMILAR SPACE SPECIFICATIONS SPEAKER SQUARE FEET SQUARE INCHES SOUND TRANSMISSION CLASS STANDARD STEEL SUSPENDED SWITCH SYMMETRICAL SYSTEM TONGUE AND GROOVE THROUGH BOLT TELEPHONE MOUNTING BOARD TOP OF TOP OF BEAM TOP OF CURB TOP OF FOOTING TOP OF JOIST TOP OF MASONRY TOP OF SLAB TOP OF WALL TUBE STEEL TELEVISION OUTLET TELEPHONE THRESHOLD THREADED THICK THROUGH TOILET TRANSFORMER TYPICAL UNFINISHED URINAL VAPOR BARRIER VERIFY IN FIELD VOLT AMPERE VERTICAL WATER CLOSET WINDOW WAINSCOT WEATHER PROOF WEIGHT WITH WITHOUT WOOD WROUGHT IRON YARD VCT VINYL COMPOSITION TILE JOISTJST. ALL CODES REFERENCED ARE TO BE USED AS AMENDED BY THE STATE OF COLORADO AND LOCAL JURISDICTION. - 2021 ASPEN ENERGY CODE - 2021 INTERNATIONAL RESIDENTIAL CODE - 2021 INTERNATION MECHANICAL CODE - 2021 INTERNATIONAL PLUMBING CODE - 2021 INTERNATIONAL FUEL & GAS CODE - 2021 IECC (INTERNATIONAL ENERGY CONSERVATION CODE) - 2023 NATIONAL ELECTRICAL CODE FINISH WOOD WOOD STUD BLOCKING STEEL STEEL STUD FRAMED WALL BATT INSULATION PLYWOOD CONCRETE STONE CMU SAND GRAVEL GWB COMPACTED SOIL SPRAY-FOAM INSULATION RIGID INSULATION GRID LINE BREAK LINE MATCH LINE REVISION A-701 ELEVATION MARKER SECTION MARKER DETAIL CUT DETAIL 1 A-501 ELEVATION D01 W01 ROOM NAME 101 INTERIOR ELEVATION MARKER ELEVATION NUMBER SHEET NUMBER SECTION NUMBER SHEET NUMBER DETAIL NUMBER SHEET NUMBER SHEET NUMBER ELEVATION NUMBER SPOT ELEVATION DOOR MARK WINDOW MARK ROOM NAME AND NUMBER 1 A-301 1 A-201 11 MAXIMUM FLOOR AREA 3,600 SQ FT ALLOWABLE DECK (15% OF MAX FLOOR AREA): 540 SQ FT FRONT SETBACK: 10'-0" SIDE SETBACKS: COMBINED 15'-0" REAR SETBACK: 5'-0" GARAGE, 10'-0" LIVING MAXIMUM HEIGHT (PRINCIPAL STRUCTURE): 25'-0" 406 WEST SMUGGLER STREET ASPEN, CO 81611 PARCEL ID: 273512412003 406 WEST SMUGGLER STREET ALTERATION NOTES 21 22 ISSUE SCHEMATIC DESIGN SET THIS SET PUBLISHED ON Scale: AS NOTED CONSULTANT RFP SET HPC APPLICATION SET PRELIMINARY PRICING SET REVISED HPC SETKIENAST SKI HOUSE406 WEST SMUGGLER STREETASPEN, COLORADO 81611PARCEL ID: 273512412003ALL DESIGNS, IDEAS ARRANGEMENTS AND PLANS INDICATED BY THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF KIM RAYMOND ARCHITECTS, INC. AND SHALL NEITHER BE USED ON ANY OTHER WORK NOR BE USED BY ANY OTHER PERSON FOR ANY USE WHATSOEVER WITHOUT WRITTEN PERMISSION. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED AT T H E S I T E . A N Y D I M E N S I O N A L DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO COMMENCEMENT OF WORK. A.1.01 11/18/25 EXISTING SITE PLAN DATE 11/7/24 www.kimraymondarchitects.com 970-925-225211/18/25 1" ACTUAL IF THE ABOVE DIMENSION DOES NOT MEASURE ONE INCH (1") EXACTLY, THIS DRAWING WILL HAVE BEEN ENLARGED OR REDUCED, AFFECTING ALL LABELED SCALES. 2/6/25 3/28/25 4/30/25 9/25/25 SLOPED ROOF 13" : 12" C 78927894 7895789378 9 2 7893PROPERTY LINEPROPERTY LINEPROPERTY LINE SETBACK LINESETBACK LINESETBACK LINE SETBACK LINE SMUGGLER STREETEDGE OF PAVEMENTALLEYPROPERTY LINE SLOPED ROOF 5" : 12"SLOPEDROOF13" : 12"SLOPEDROOF5" : 12"1 23 5 4 67 8 9 10 11 12 13 14 1516 17 18 19 2021 22 23 24 25 26 27 FLAT ROOF SHED EXISTING TRANSFORMER SCALE: 1/4" = 1'-0"1 EXISTING SITE PLAN N 1/4" = 1'-0" 23 ISSUE SCHEMATIC DESIGN SET THIS SET PUBLISHED ON Scale: AS NOTED CONSULTANT RFP SET HPC APPLICATION SET PRELIMINARY PRICING SET REVISED HPC SETKIENAST SKI HOUSE406 WEST SMUGGLER STREETASPEN, COLORADO 81611PARCEL ID: 273512412003ALL DESIGNS, IDEAS ARRANGEMENTS AND PLANS INDICATED BY THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF KIM RAYMOND ARCHITECTS, INC. AND SHALL NEITHER BE USED ON ANY OTHER WORK NOR BE USED BY ANY OTHER PERSON FOR ANY USE WHATSOEVER WITHOUT WRITTEN PERMISSION. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED AT T H E S I T E . A N Y D I M E N S I O N A L DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO COMMENCEMENT OF WORK. A.1.02 11/18/25 PROPOSED SITE PLAN DATE 11/7/24 www.kimraymondarchitects.com 970-925-225211/18/25 1" ACTUAL IF THE ABOVE DIMENSION DOES NOT MEASURE ONE INCH (1") EXACTLY, THIS DRAWING WILL HAVE BEEN ENLARGED OR REDUCED, AFFECTING ALL LABELED SCALES. 2/6/25 3/28/25 4/30/25 9/25/25 C 18'-0"8'-6"3'-0"PROPERTY LINEPROPERTY LINEPROPERTY LINE SETBACK LINESETBACK LINESETBACK LINE SETBACK LINE SMUGGLER STREETEDGE OF PAVEMENTPROPERTY LINE ALLEYALLEY67 8 10 14 25 SLOPED ROOF 10" : 12" SLOPED ROOF 13 1/2" : 12"SLOPEDROOF5" : 12"SLOPEDROOF13 1/2" : 12"SLOPEDROOF10 1/2" : 12"SLOPEDROOF10 1/2" : 12"SLOPEDROOF10 1/2" : 12"SLOPEDROOF10 1/2" : 12"FLATROOF1/8" : 12"SKYLIGHT LIGHT WELL DECK BELOWDECK BELOW DECK BELOWPATIO ATGRADEWINDOW WELLWINDOW WELL WINDOW WELL WINDOW WELL ENTRY WALKWAY ENTRY WALKWAY TRANSFORMER PERMEABLE PAVER PARKING PV PANEL PV PANEL PV PANEL PV PANEL PV PANEL PV PANEL PV PANEL PV PANEL PV PANEL PV PANEL PV PANEL PV PANEL PV PANEL PV PANEL PV PANEL PV PANEL PV PANEL PV PANEL PV PANEL DRIVEWAYWINDOW WELL HP1 HP 1PV PANEL HP2 HP3 ENTRY PATIOSCALE: 1/4" = 1'-0"1 PROPOSED SITE PLAN N 1/4" = 1'-0" 24 ISSUE THIS SET PUBLISHED ON Scale: AS NOTED SCHEMATIC DESIGN SET CONSULTANT RFP SET HPC APPLICATION SET PRELIMINARY PRICING SET REVISED HPC SETKIENAST SKI HOUSE406 WEST SMUGGLER STREETASPEN, COLORADO 81611PARCEL ID: 273512412003ALL DESIGNS, IDEAS ARRANGEMENTS AND PLANS INDICATED BY THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF KIM RAYMOND ARCHITECTS, INC. AND SHALL NEITHER BE USED ON ANY OTHER WORK NOR BE USED BY ANY OTHER PERSON FOR ANY USE WHATSOEVER WITHOUT WRITTEN PERMISSION. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED AT T H E S I T E . A N Y D I M E N S I O N A L DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO COMMENCEMENT OF WORK. A.1.04 11/18/25 EXISTING FLOOR AREA CALCULATIONS DATE www.kimraymondarchitects.com 970-925-225211/18/25 1" ACTUAL IF THE ABOVE DIMENSION DOES NOT MEASURE ONE INCH (1") EXACTLY, THIS DRAWING WILL HAVE BEEN ENLARGED OR REDUCED, AFFECTING ALL LABELED SCALES. 11/7/24 2/6/25 3/28/25 4/30/25 9/25/2510'-8"5'-5"13'-4"34'-4 1/4"32'-11 1/4"12'-10 3/4"3'-4 1/8"22'-9 1/4"11'-7 3/8"3'-5 1/4"PROPERTY LINEPROPERTY LINEPROPERTY LINE SETBACK LINESETBACK LINESETBACK LINE SETBACK LINE 1 2 3 5 6 8 9 10 4 7 1,409 sq ft 81 sq ft ENTRY PORCH 51 sq ft ENTRY PORCH D W DWWDDDW DDW WD01D02WDWW HW2PROPERTY LINEPROPERTY LINEPROPERTY LINE SETBACK LINESETBACK LINESETBACK LINE SETBACK LINE T.O. EXISTING PLY 100'-0" (SITE 7894.783') T.O. EXISTING F.F. 100'-3/4" (SITE 7894.90')ALLEYPROPERTY LINE 1,412 sq ft 246 sq ft DECK 106 sq ft 54 sq ft 139 sq ft 14 sq ft 335 sq ft 318 sq ft 45 sq ft 124 sq ft 107 sq ft 33 sq ft 33 sq ft 227 sq ft 34 sq ft 116 sq ft 3 sq ft 34 sq ft 10'-8"5'-5"14'-0"34'-4 1/4"32'-11 1/4" 12'-10 3/4" 3'-4 1/4" 22'-9 1/4"11'-7 1/2"3'-5 1/4" 1 2 3 5 6 7 8 9 4 10 SCALE: 1/8" = 1'-0"1 EXISTING LOWER LEVEL FLOOR AREA PLAN SCALE: 1/8" = 1'-0"2 EXISTING MAIN LEVEL FLOOR AREA PLAN SCALE: 1/8" = 1'-0"4 EXISTING FAR ELEVATIONS 25 ISSUE THIS SET PUBLISHED ON Scale: AS NOTED SCHEMATIC DESIGN SET CONSULTANT RFP SET HPC APPLICATION SET PRELIMINARY PRICING SET REVISED HPC SETKIENAST SKI HOUSE406 WEST SMUGGLER STREETASPEN, COLORADO 81611PARCEL ID: 273512412003ALL DESIGNS, IDEAS ARRANGEMENTS AND PLANS INDICATED BY THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF KIM RAYMOND ARCHITECTS, INC. AND SHALL NEITHER BE USED ON ANY OTHER WORK NOR BE USED BY ANY OTHER PERSON FOR ANY USE WHATSOEVER WITHOUT WRITTEN PERMISSION. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED AT T H E S I T E . A N Y D I M E N S I O N A L DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO COMMENCEMENT OF WORK. A.1.05 11/18/25 PROPOSED FLOOR AREA CALCULATIONS DATE www.kimraymondarchitects.com 970-925-225211/18/25 1" ACTUAL IF THE ABOVE DIMENSION DOES NOT MEASURE ONE INCH (1") EXACTLY, THIS DRAWING WILL HAVE BEEN ENLARGED OR REDUCED, AFFECTING ALL LABELED SCALES. 11/7/24 2/6/25 3/28/25 4/30/25 9/25/25 60 sq ft 37 sq ft 1234567D04D03D14D10D21 D24D08D09 D05D18 D13 D12D11D20W07 W08 W05 D19D23D22D15W01D17D16 D06D07D01D02 W03 W04 W02 1 2 3 6 7 89 10 4 5 PROPERTY LINEPROPERTY LINEPROPERTY LINE SETBACK LINESETBACK LINESETBACK LINE SETBACK LINE UP 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 2,238 sq ft 1,269 sq ft 124 sq ft 90 sq ft98 sq ft 56 sq ft 130 sq ft 130 sq ft 61 sq ft 66 sq ft 74 sq ft 1 2 3 4 5 6 7 8 W14W16D32 W13 DECK 108 sq ft89 10 11 12 13 1415161718192021222324W12D35 D33 D43 HW5HW6HW4 HW3HD2HD2 HW2D31 W16 D42 D44D34 GD2D41D38D39 D40 D36 HW1HD1HW3 D33HD4D37 W17 W11W18 D30PROPERTY LINEPROPERTY LINEPROPERTY LINE SETBACK LINESETBACK LINESETBACK LINE SETBACK LINE T.O. PLY @ HISTORIC 100'-0" (SITE 7894.65') T.O. FINISHED FLOOR 100'-2 1/4" T.O. PLY @ ADDITION 99'-0" (SITE 7893.65') T.O. FINISHED FLOOR 99'-2 1/4" UP UP DN UP T.O. PLY @ ADDITION 97'-6" PROPERTY LINE ALLEYALLEY14 15 16 17 18 19 20 21 22 23 GD1123766 sq ft 742 sq ft (-500 = 242, 242 / 2 = 121 sq ft) 840 sq ft 27 sq ft 42 sq ft 95 sq ft 38 sq ft 18 sq ft 9 10 11 12 13 14 15 16 17 18 W26W29W27W28 W39W37W38 W31W30W32W33D55D56 D54W34D51W35W40 W23W24W25W22D50D52 W21W20PROPERTY LINEPROPERTY LINEPROPERTY LINE SETBACK LINESETBACK LINESETBACK LINE SETBACK LINE DND53 1,312 sq ft 137 sq ft DECK 122 sq ft 130 sq ft 25 sq ft 49 sq ft 34 sq ft 76 sq ft 127 sq ft 97 sq ft 97 sq ft 109 sq ft 109 sq ft 97 sq ft 97 sq ft 109 sq ft 109 sq ft 588 sq ft 3 sq ft 1,012 sq ft 31 sq ft25 sq ft 24 sq ft 359 sq ft 891 sq ft 25 sq ft24 sq ft 7 sq ft 1 4 53 7 8 9 10 2 6 SCALE: 1/8" = 1'-0"1 PROPOSED LOWER LEVEL FLOOR AREA PLAN SCALE: 1/8" = 1'-0"2 PROPOSED MAIN LEVEL FLOOR AREA PLAN SCALE: 1/8" = 1'-0"3 PROPOSED UPPER LEVEL FLOOR AREA PLAN SCALE: 1/8" = 1'-0"4 PROPOSED FAR ELEVATIONS 26 ISSUE THIS SET PUBLISHED ON Scale: AS NOTED SCHEMATIC DESIGN SET CONSULTANT RFP SET HPC APPLICATION SET PRELIMINARY PRICING SET REVISED HPC SETKIENAST SKI HOUSE406 WEST SMUGGLER STREETASPEN, COLORADO 81611PARCEL ID: 273512412003ALL DESIGNS, IDEAS ARRANGEMENTS AND PLANS INDICATED BY THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF KIM RAYMOND ARCHITECTS, INC. AND SHALL NEITHER BE USED ON ANY OTHER WORK NOR BE USED BY ANY OTHER PERSON FOR ANY USE WHATSOEVER WITHOUT WRITTEN PERMISSION. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED AT T H E S I T E . A N Y D I M E N S I O N A L DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO COMMENCEMENT OF WORK. A.1.06 11/18/25 EXISTING GROSS AREA SUMMARY DATE www.kimraymondarchitects.com 970-925-225211/18/25 1" ACTUAL IF THE ABOVE DIMENSION DOES NOT MEASURE ONE INCH (1") EXACTLY, THIS DRAWING WILL HAVE BEEN ENLARGED OR REDUCED, AFFECTING ALL LABELED SCALES. 11/7/24 2/6/25 3/28/25 4/30/25 9/25/25PROPERTY LINEPROPERTY LINEPROPERTY LINE SETBACK LINESETBACK LINESETBACK LINE SETBACK LINE GROSS AREA 1,409 sq ft D W DWWDDDW DDW WD01D02WDWW HW2PROPERTY LINEPROPERTY LINEPROPERTY LINE SETBACK LINESETBACK LINESETBACK LINE SETBACK LINE T.O. EXISTING PLY 100'-0" (SITE 7894.783') T.O. EXISTING F.F. 100'-3/4" (SITE 7894.90') PROPERTY LINE GROSS AREA 1,429 sq ft SCALE: 1/8" = 1'-0"1 EXISTING LOWER LEVEL GROSS AREA SCALE: 1/8" = 1'-0"1 EXISTING MAIN LEVEL GROSS AREA 27 ISSUE THIS SET PUBLISHED ON Scale: AS NOTED SCHEMATIC DESIGN SET CONSULTANT RFP SET HPC APPLICATION SET PRELIMINARY PRICING SET REVISED HPC SETKIENAST SKI HOUSE406 WEST SMUGGLER STREETASPEN, COLORADO 81611PARCEL ID: 273512412003ALL DESIGNS, IDEAS ARRANGEMENTS AND PLANS INDICATED BY THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF KIM RAYMOND ARCHITECTS, INC. AND SHALL NEITHER BE USED ON ANY OTHER WORK NOR BE USED BY ANY OTHER PERSON FOR ANY USE WHATSOEVER WITHOUT WRITTEN PERMISSION. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED AT T H E S I T E . A N Y D I M E N S I O N A L DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO COMMENCEMENT OF WORK. A.1.07 11/18/25 PROPOSED GROSS AREA SUMMARY DATE www.kimraymondarchitects.com 970-925-225211/18/25 1" ACTUAL IF THE ABOVE DIMENSION DOES NOT MEASURE ONE INCH (1") EXACTLY, THIS DRAWING WILL HAVE BEEN ENLARGED OR REDUCED, AFFECTING ALL LABELED SCALES. 11/7/24 2/6/25 3/28/25 4/30/25 9/25/25D10W07 W08 W05 W01W03 W04 W02 PROPERTY LINEPROPERTY LINEPROPERTY LINE SETBACK LINESETBACK LINESETBACK LINE SETBACK LINE GROSS AREA 2,247 sq ft GROSS AREA 1,272 sq ft W14W16D32 W13 W12D35 D33 HW5HW6HW4 HW3HD2HD2 HW2D31 W16 D34GD2HW1HD1HW3 HD4W17 W11W18 D30PROPERTY LINEPROPERTY LINEPROPERTY LINE SETBACK LINESETBACK LINESETBACK LINE SETBACK LINE PROPERTY LINE GD1GROSS AREA 821 sq ft GROSS AREA 1,650 sq ft W26W29W27W28 W39W37W38 W31W30W32W33D55D56 D54W34D51W35W40 W23W24W25W22D50D52 W21W20PROPERTY LINEPROPERTY LINEPROPERTY LINE SETBACK LINESETBACK LINESETBACK LINE SETBACK LINE D531,423 sq ft GROSS AREA SCALE: 1/8" = 1'-0"1 PROPOSED LOWER LEVEL GROSS AREA SCALE: 1/8" = 1'-0"2 PROPOSED MAIN LEVEL GROSS AREA SCALE: 1/8" = 1'-0"3 PROPOSED UPPER LEVEL GROSS AREA 28 ISSUE THIS SET PUBLISHED ON Scale: AS NOTED SCHEMATIC DESIGN SET CONSULTANT RFP SET HPC APPLICATION SET PRELIMINARY PRICING SET REVISED HPC SETKIENAST SKI HOUSE406 WEST SMUGGLER STREETASPEN, COLORADO 81611PARCEL ID: 273512412003ALL DESIGNS, IDEAS ARRANGEMENTS AND PLANS INDICATED BY THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF KIM RAYMOND ARCHITECTS, INC. AND SHALL NEITHER BE USED ON ANY OTHER WORK NOR BE USED BY ANY OTHER PERSON FOR ANY USE WHATSOEVER WITHOUT WRITTEN PERMISSION. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED AT T H E S I T E . A N Y D I M E N S I O N A L DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO COMMENCEMENT OF WORK. A.1.14 11/18/25 FENESTRATION CALCULATIONS DATE www.kimraymondarchitects.com 970-925-225211/18/25 1" ACTUAL IF THE ABOVE DIMENSION DOES NOT MEASURE ONE INCH (1") EXACTLY, THIS DRAWING WILL HAVE BEEN ENLARGED OR REDUCED, AFFECTING ALL LABELED SCALES. 11/7/24 2/6/25 3/28/25 4/30/25 9/25/25 109 sq ft 23 sq ft 192 sq ft 54 sq ft 6 sq ft 108 sq ft143 sq ft 11 sq ft 418 sq ft 10 sq ft 24 sq ft GARAGE MAN DOOR 11 sq ft 11 sq ft 142 sq ft 81 sq ft GARAGE DOOR 62 sq ft264 sq ft 162 sq ft GARAGE DOOR 80 sq ft 24 sq ft GARAGE MAN DOOR 127 sq ft 24 sq ft MUD- ROOM DOOR 289 sq ft 11 sq ft 18 sq ft 134 sq ft 33 sq ft 25 sq ft 186 sq ft 108 sq ft23 sq ft 167 sq ft 37 sq ft 103 sq ft 293 sq ft 41 sq ft 496 sq ft 37 sq ft 10 sq ft 21 sq ft 11 sq ft 8 sq ft 273 sq ft 21 sq ft 11 sq ft11 sq ft11 sq ft 95 sq ft 108 sq ft 60 sq ft 95 sq ft 72 sq ft 108 sq ft 60 sq ft 24 sq ft ENTRY DOOR 7 sq ft 22 sq ft101 sq ft22 sq ft 23 sq ft 6 sq ft 87 sq ft 60 sq ft 41 sq ft 1234 5678 911 12 131415 1617 22 25 262728 29 30 31 32 UPPER LEVELMAIN LEVELLOWER LEVEL18192021 24 23 10 10 sq ft NOTE: FENESTRATION CALCULATIONS ARE TAKEN ONLY FROM ADDITION'S WALLS 29 ISSUE SCHEMATIC DESIGN SET THIS SET PUBLISHED ON Scale: AS NOTED CONSULTANT RFP SET HPC APPLICATION SET PRELIMINARY PRICING SET REVISED HPC SETKIENAST SKI HOUSE406 WEST SMUGGLER STREETASPEN, COLORADO 81611PARCEL ID: 273512412003ALL DESIGNS, IDEAS ARRANGEMENTS AND PLANS INDICATED BY THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF KIM RAYMOND ARCHITECTS, INC. AND SHALL NEITHER BE USED ON ANY OTHER WORK NOR BE USED BY ANY OTHER PERSON FOR ANY USE WHATSOEVER WITHOUT WRITTEN PERMISSION. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED AT T H E S I T E . A N Y D I M E N S I O N A L DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO COMMENCEMENT OF WORK. A.1.15 11/18/25 TREE REMOVAL PLAN DATE 11/7/24 www.kimraymondarchitects.com 970-925-225211/18/25 1" ACTUAL IF THE ABOVE DIMENSION DOES NOT MEASURE ONE INCH (1") EXACTLY, THIS DRAWING WILL HAVE BEEN ENLARGED OR REDUCED, AFFECTING ALL LABELED SCALES. 2/6/25 3/28/25 4/30/25 9/25/25 PROPERTY LINEPROPERTY LINEPROPERTY LINE SETBACK LINESETBACK LINESETBACK LINE SETBACK LINE TREE PROTECTION & DRIPLINE EXCAVATION NOTES 1. ALL EXISTING TREES IDENTIFIED AS TO BE REMOVED WILL BE FULLY MITIGATED PER CITY OF ASPEN CODE AND REVIEW 2. CODE-SIZED TREES ARE TO REMAIN UNLESS OTHERWISE NOTED ON THIS PLAN 3. CONTACT THE LANDSCAPE ARCHITECT AND THE CITY FORESTER PRIOR TO ANY TREES REQUIRING REMOVAL DUE TO CONSTRUCTION ACTIVITY THAT HAVE BEEN DESIGNATED "TO REMAIN". 4. TREE REMOVAL PERMIT DOCUMENT IS ON FILE AT ASPEN PARKS DEPARTMENT AND MUST BE AVAILABLE FOR INSPECTION AT THE PROJECT SITE. 5. ENGAGE A CERTIFIED ARBORIST TO ROOT PRUNE ANY TREE TO REMAIN THAT WILL HAVE EXCAVATION WORK WITHIN THE TREE'S DRIP LINE. ROOT PRUNING IS TO BE PER THE CITY OF ASPEN'S STANDARDS AND THE SPECIFICATIONS FOR TEMPORARY TREE PROTECTION. 6. ALL EXCAVATION WITHIN THE DRIP LINE WILL BE REQUIRED TO BE VERTICAL EXCAVATION ONLY WITH NO OVER-DIGGING. EXCAVATIONS WILL BE SOIL STABILIZED IN A MANNER THAT PREVENTS OVER EXCAVATION OF THE SITE. 7. ALL ROOTS SHALL BE CUT PRIOR TO FULL EXCAVATION USING A CLEAN, SHARP PRUNING SAW. ALL ROOTS WILL BE CUT FLUSH WITH THE EXPOSED SOIL LINE. 8. SIX INCHES OF MULCH ARE REQUIRED TO BE PLACED WITHIN THE ZONE OF VEGETATION PROTECTION. THE MULCH SHALL BE MAINTAINED BY THE CONTRACTOR AT A LEVEL OF 6" DURING THE ENTIRE PROJECT. 9. IRRIGATION OF TREES IS REQUIRED THROUGHOUT THE ENTIRE LENGTH OF THE PROJECT. THE GENERAL CONTRACTOR SHALL ENSURE TREES ARE IRRIGATED AT A RATE WHICH IS APPROPRIATE FOR PROPER HEALTH. CONSULT WITH CITY FORESTER OR LANDSCAPE ARCHITECT FOR WATERING SCHEDULE RECOMMENDATIONS. ADDITIONAL WATERING WILL TAKE PLACE ALONG THE EDGE OF THE ROOT CUTTINGS. THE CONTRACTOR WILL BE REQUIRED TO PLACE A BURLAP PROTECTION COVER OVER THE CUT ROOTS. THE CONTRACTOR WILL IRRIGATION THE BURLAP WITH AN APPROPRIATE AMOUNT OF WATER IN ORDER TO KEEP THE BURLAP MOIST. 10. ALL REMAINING TREES ON SITE TO BE MONITORED FOR INSECT, FERTILIZATION, WATERING AND OVERALL HEALTH AND VIGOR WHILE BUILDING IS UNDER CONSTRUCTION BY A CERTIFIED ARBORIST. FOLLOW A WATERING SCHEDULE FOR ALL EXISTING TREES TO REMAIN AS RECOMMENDED BY ARBORIST. SOURCE OF WATER PER CONTRACTOR BUT ENSURE ARBORIST RECOMMENDATIONS ARE IMPLEMENTED. 11. THERE WILL NO STORAGE OF MATERIAL, EQUIPMENT, OR ACTIVITY ALLOWED WITHIN THE TREE PROTECTION FENCING. 12. FOR PROTECTED WALKWAYS FOR FOOT TRAFFIC, GENERAL CONTRACTOR IS TO LAY DOWN 6" MULCH WITH 3/4" PLYWOOD OVER FOR TREE PROTECTION. 13. FOR PROTECTED WALKWAYS FOR MACHINERY & STAGING TRAFFIC, GENERAL CONTRACTOR IS TO LAY DOWN 6" BASE, 3/4" PLYWOOD, AND 6' MULCH FOR TREE PROTECTION. GENERAL NOTES THIS PLAN SHOWS BOTH EXISTING AND PROPOSED CONDITIONS FOR CLARITY OF EXISTING SITE AND PROPOSED CONSTRUCTIONS ACTIVITIES RELATED TO TREES.SMUGGLER STREETEDGE OF PAVEMENTALLEYPROPERTY LINE 1 = DECIDUOUS TREES = CONIFEROUS TREES = EXISTING FENCE = TREE PROTECTION FENCE = DECIDUOUS TREE TO BE REMOVED = CONIFEROUS TREE TO BE REMOVED = TREE PROTECTION AREA = EXISTING RESIDENCE FOORPRINT = PROTECTED WALKWAY (FOOT PATH) = PROTECTED WALKWAY (MACHINERY) SEE TREE PROTECTION & DRIPLINE EXCAVATION NOTE 12 SEE TREE PROTECTION & DRIPLINE EXCAVATION NOTE 13 23 5 4 67 8 9 10 11 12 13 14 1516 17 18 19 2021 22 23 24 25 26 27 KEY N 1/4" = 1'-0" CITY OF ASPEN – TREE REMOVAL / DRIPLINE EXCAVATION SPECIFICATION SHEET • A construction fence must be erected along the entire dripline of all trees on site and any tree canopy from neighboring prop erty. This will serve as the Tree Protection Zone (TPZ). This fence is to be constructed in such a manner that the area inside th e dripline is protected and must remain in place until final landscape improvements are made. AN INSPECTION OF THIS FENCE MUST BE PERFORMED BEFORE ANY CONSTRUCTION OR DEMOLITION ACTIVITIES BEGIN. PLEASE ARRANGE THIS INSPECTION WITH IAN GRAY, CITY FORESTER, AT 429-2031. • No materials may be stored in the TPZ, including but not limited to, construction backfill, construction traffic, or any other construction materials. • No excavation, grading or trenching may occur within the TPZ without the consent of the City of Aspen Forester or his designee. • No parking of vehicles or equipment and No dumping of any waste products may occur in the TPZ. • Any roots cut during excavation shall be pruned with sharp loppers/pruners back to the soil line. The roots will further be protected by burlap draped over the side of the excavation covering the exposed roots. This burlap shall be kept moist until the excavation is backfilled. • Site inspections shall be performed on a weekly basis, to ensure the above listed conditions are met. • Any unapproved improvements or activities outside of those approved within this permit will be subject to mitigation in the f orm of restoration. • This permit must be posted on site during the construction process. Drip Line Protection - City Code 13.20.020 (b)(2)(3): Recommended Trunk Protection System: Irrigation Installation Guidelines The design and layout of new irrigation systems shall follow the requirements of the City of Aspen Water Efficient Landscape Standards. Wherever possible, new irrigation lines shall be installed outside of the driplines of existing trees. Mechanical trenching for new irrigation installation shall not be used within the driplines of existing trees. This shall be restricted to hand digging in consultation with the City Forester. Roots over 2” inches in diameter shall not be cut unless absolutely necessary upon approval from the City Forester. Trenches shall not exceed 6” inches in width. The minimum depth for main lines shall be 18” inches and 12” inches for laterals. Separate irrigation zones for trees with drip, bubbler or soaker-style delivery is recommended so quantities and rates may be appropriately controlled. All trees adjacent to this construction project must receive supplemental watering on an as needed basis depending on soil conditions and precipitation. The following chart may be used a guideline: Tree Size Class Small Trees - x1 Weekly 10 gal/Inch Medium Trees - x3 per Month 10 gal/inch Large Trees - x2 per Month 15 gal/inch Tree Trunk Diameter 1” 2” 3” 4” 6” 8” 10” 12” 14” Deep Root Fork 2 gal/min 5 10 15 minutes 20 30 40 minutes 75 90 105 minutes Deep Root Needle 2 gal/min 5 10 15 minutes 20 30 40 minutes 75 90 105 minutes Soft Spray Wand 4 gal/min 3 5 8 minutes 10 15 20 minutes 38 45 53 minutes Soaker Hose 2 gal/min 5 10 15 minutes 20 30 40 minutes 75 90 105 minutes 30 ISSUE SCHEMATIC DESIGN SET THIS SET PUBLISHED ON Scale: AS NOTED CONSULTANT RFP SET HPC APPLICATION SET PRELIMINARY PRICING SET REVISED HPC SETKIENAST SKI HOUSE406 WEST SMUGGLER STREETASPEN, COLORADO 81611PARCEL ID: 273512412003ALL DESIGNS, IDEAS ARRANGEMENTS AND PLANS INDICATED BY THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF KIM RAYMOND ARCHITECTS, INC. AND SHALL NEITHER BE USED ON ANY OTHER WORK NOR BE USED BY ANY OTHER PERSON FOR ANY USE WHATSOEVER WITHOUT WRITTEN PERMISSION. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED AT T H E S I T E . A N Y D I M E N S I O N A L DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO COMMENCEMENT OF WORK. A.1.19 11/18/25 HOUSE MOVING PLAN DATE 11/7/24 www.kimraymondarchitects.com 970-925-225211/18/25 1" ACTUAL IF THE ABOVE DIMENSION DOES NOT MEASURE ONE INCH (1") EXACTLY, THIS DRAWING WILL HAVE BEEN ENLARGED OR REDUCED, AFFECTING ALL LABELED SCALES. 2/6/25 3/28/25 4/30/25 9/25/25 MOVE WEST 13'-4"HISTORIC RESOURCE TRANSFORMER MOVE NORTH 25'-6" HOUSE TO BE MOVED BACK TO PROPOSED LOCATION AND SET ONTO PROPOSED FOUNDATION/STRUCTURE PROPERTY LINEPROPERTY LINEPROPERTY LINE SETBACK LINESETBACK LINESETBACK LINE SETBACK LINE SMUGGLER STREETEDGE OF PAVEMENTPROPERTY LINE ALLEYALLEY67 8 10 14 25 RIGHT OF WAY HISTORIC RESOURCE TRANSFORMER MOVE SOUTH 35'-0"MOVE EAST 6'-0"ENTRY PORCH ENTRY PORCH DEMOLISH EXISTING SUB-GRADE WALLS SHORING, EXCAVATION, AND POURING OF NEW SUB-GRADE WALLS TO TAKE PLACE WHILE IS LOCATED IN TEMPORARY LOCATION ON SMUGGLER PROPERTY LINEPROPERTY LINEPROPERTY LINE SETBACK LINESETBACK LINESETBACK LINE SETBACK LINE NOTE: CONTRACTOR TO VERIFY HISTORIC FOOTPRINT DIMENSIONS ONCE HOUSE IS MOVED AND WALLS ARE SQUARED/TRUED PRIOR TO POURING OF NEW FNDN. WALLS SMUGGLER STREETEDGE OF PAVEMENTPROPERTY LINE NOTE: RELOCATION LOCATION HAS BEEN REVIEWED BY PARKS DEPARTMENT. TREE LIMBS MAY BE TIED BACK AND/OR PRUNED ACCORDINGLY, PER CITY FORESTER ALLEYALLEYOBTAIN TEMPORARY RIGHT OF WAY ENCROACHMENT PERMIT TO STORE HISTORIC RESOURCE ON R.O.W. 67 8 10 14 25 HISTORIC RESOURCE TRANSFORMER ± 10'-0 1/2"± 14'-0"± 12'-1" ± 6'-1" SHED ENTRY PORCH ENTRY PORCH DEMOLISH & REMOVE NON-HISTORIC ELEMENTS OF EXISTING STRUCTURE DEMOLISH & REMOVE SHED DASHED LINE INDICATES ROOF ABOVE PROPERTY LINEPROPERTY LINEPROPERTY LINE SETBACK LINESETBACK LINESETBACK LINE SETBACK LINE SMUGGLER STREETEDGE OF PAVEMENTALLEYPROPERTY LINE 1 23 5 4 67 8 9 10 11 12 13 14 1516 17 18 19 2021 22 23 24 25 26 27 HISTORIC RESOURCE TRANSFORMER ENTRY PORCH ENTRY PORCH REMOVE TREES SOUTH OF STRUCTURE REMOVE ALL OTHER TREES IMPACTED BY PROPOSED DEVELOPMENT & WILDFIRE ASSESSMENT PROPERTY LINEPROPERTY LINEPROPERTY LINE SETBACK LINESETBACK LINESETBACK LINE SETBACK LINE SMUGGLER STREETEDGE OF PAVEMENTALLEYPROPERTY LINE 1 23 5 4 67 8 9 10 11 12 13 14 1516 17 18 19 2021 22 23 24 25 26 27 SCALE: 1/8" = 1'-0"4 HOUSE MOVING 4 SCALE: 1/8" = 1'-0"3 HOUSE MOVING 3 SCALE: 1/8" = 1'-0"1 HOUSE MOVING 1 SCALE: 1/8" = 1'-0"2 HOUSE MOVING 2 31 ISSUE SCHEMATIC DESIGN SET THIS SET PUBLISHED ON Scale: AS NOTED CONSULTANT RFP SET HPC APPLICATION SET PRELIMINARY PRICING SET REVISED HPC SETKIENAST SKI HOUSE406 WEST SMUGGLER STREETASPEN, COLORADO 81611PARCEL ID: 273512412003ALL DESIGNS, IDEAS ARRANGEMENTS AND PLANS INDICATED BY THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF KIM RAYMOND ARCHITECTS, INC. AND SHALL NEITHER BE USED ON ANY OTHER WORK NOR BE USED BY ANY OTHER PERSON FOR ANY USE WHATSOEVER WITHOUT WRITTEN PERMISSION. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED AT T H E S I T E . A N Y D I M E N S I O N A L DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO COMMENCEMENT OF WORK. A.1.20 11/18/25 PROPOSED SNOWMELT PLAN DATE 11/7/24 www.kimraymondarchitects.com 970-925-225211/18/25 1" ACTUAL IF THE ABOVE DIMENSION DOES NOT MEASURE ONE INCH (1") EXACTLY, THIS DRAWING WILL HAVE BEEN ENLARGED OR REDUCED, AFFECTING ALL LABELED SCALES. 2/6/25 3/28/25 4/30/25 9/25/25 18'-0"8'-6"PROPERTY LINEPROPERTY LINEPROPERTY LINE SETBACK LINESETBACK LINESETBACK LINE SETBACK LINE SMUGGLER STREETEDGE OF PAVEMENTPROPERTY LINE ALLEYALLEY202 sq ft 48 sq ft ROW ENCROACHMENT PERMIT REQUIRED 115 sq ft 227 sq ft 52 sq ft VISIBLE FROM STREET 153 sq ft 187 sq ft PROPERTY LINEPROPERTY LINEPROPERTY LINE SETBACK LINESETBACK LINESETBACK LINE SETBACK LINE 137 sq ft DECK 121 sq ft SLOPED ROOF SLOPED ROOF 13 1/2" : 12"SLOPEDROOF5" : 12"SLOPEDROOF13 1/2" : 12"FLATROOF1/8" : 12"10" : 12" DECK BELOWPROPERTY LINEPROPERTY LINEPROPERTY LINE SETBACK LINESETBACK LINESETBACK LINE SETBACK LINE 10 sq ft (EXEMPT)9 sq ft (EXEMPT) 10 sq ft (EXEMPT) 10 sq ft (EXEMPT) 9 sq ft (EXEMPT) 60 sq ft SCALE: 1/8" = 1'-0"2 PROPOSED MAIN LEVEL SNOWMELT PLAN SCALE: 1/8" = 1'-0"3 PROPOSED UPPER LEVEL SNOWMELT PLAN SCALE: 1/8" = 1'-0"1 PROPOSED LOWER LEVEL SNOWMELT PLAN PROPOSED SNOWMELT AREA SUMMARY LOWER LEVEL SNOWMELT AREA: 62 sq ft MAIN LEVEL SNOWMELT AREA: 884 sq ft 48 sq ft IN R.O.W UPPER LEVEL SNOWMELT AREA: 258 sq ft ________________________________________ TOTAL SNOWMELT AREA: 1,252 sq ft 32 ISSUE SCHEMATIC DESIGN SET THIS SET PUBLISHED ON Scale: AS NOTED CONSULTANT RFP SET HPC APPLICATION SET PRELIMINARY PRICING SET REVISED HPC SETKIENAST SKI HOUSE406 WEST SMUGGLER STREETASPEN, COLORADO 81611PARCEL ID: 273512412003ALL DESIGNS, IDEAS ARRANGEMENTS AND PLANS INDICATED BY THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF KIM RAYMOND ARCHITECTS, INC. AND SHALL NEITHER BE USED ON ANY OTHER WORK NOR BE USED BY ANY OTHER PERSON FOR ANY USE WHATSOEVER WITHOUT WRITTEN PERMISSION. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED AT T H E S I T E . A N Y D I M E N S I O N A L DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO COMMENCEMENT OF WORK. A.2.01 11/18/25 EXISTING LOWER LEVEL FLOOR PLAN DATE 11/7/24 www.kimraymondarchitects.com 970-925-225211/18/25 1" ACTUAL IF THE ABOVE DIMENSION DOES NOT MEASURE ONE INCH (1") EXACTLY, THIS DRAWING WILL HAVE BEEN ENLARGED OR REDUCED, AFFECTING ALL LABELED SCALES. 2/6/25 3/28/25 4/30/25 9/25/25 4'-1 1/4" 1'-11 3/4" 12'-1"10'-0 1/2"13'-6 3/4" 4'-1 1/4" 1'-11 3/4" 12'-1"10'-0 1/2"13'-6 3/4"14'-0"12'-0"12'-3 3/8"38'-3 3/8"PROPERTY LINEPROPERTY LINEPROPERTY LINE SETBACK LINESETBACK LINESETBACK LINE SETBACK LINE 1A.3.013A.3.024 A.3.02 2 A.3.01 5A.3.026A.3.021 1 A 2 2 4 4 5 5 6 6 B C E 3 3 SCALE: 1/4" = 1'-0"1 EXISTING LOWER LEVEL FLOOR PLAN N 1/4" = 1'-0" 33 ISSUE SCHEMATIC DESIGN SET THIS SET PUBLISHED ON Scale: AS NOTED CONSULTANT RFP SET HPC APPLICATION SET PRELIMINARY PRICING SET REVISED HPC SETKIENAST SKI HOUSE406 WEST SMUGGLER STREETASPEN, COLORADO 81611PARCEL ID: 273512412003ALL DESIGNS, IDEAS ARRANGEMENTS AND PLANS INDICATED BY THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF KIM RAYMOND ARCHITECTS, INC. AND SHALL NEITHER BE USED ON ANY OTHER WORK NOR BE USED BY ANY OTHER PERSON FOR ANY USE WHATSOEVER WITHOUT WRITTEN PERMISSION. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED AT T H E S I T E . A N Y D I M E N S I O N A L DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO COMMENCEMENT OF WORK. A.2.02 11/18/25 EXISTING MAIN LEVEL FLOOR PLAN DATE 11/7/24 www.kimraymondarchitects.com 970-925-225211/18/25 1" ACTUAL IF THE ABOVE DIMENSION DOES NOT MEASURE ONE INCH (1") EXACTLY, THIS DRAWING WILL HAVE BEEN ENLARGED OR REDUCED, AFFECTING ALL LABELED SCALES. 2/6/25 3/28/25 4/30/25 9/25/25 D W DWWDDDW DDW WD01D02WDWW HW21A.3.013A.3.024 A.3.02 2 A.3.01 5A.3.026A.3.0241'-9 1/4" 4'-1 1/4" 1'-11 3/4" 12'-1"10'-0 1/2"13'-6 3/4" 6'-1"12'-1"10'-0 1/2"13'-6 3/4"14'-0"12'-0"12'-3 3/8"38'-3 3/8"PROPERTY LINEPROPERTY LINEPROPERTY LINE SETBACK LINESETBACK LINESETBACK LINE SETBACK LINE T.O. EXISTING PLY 100'-0" (SITE 7894.783') T.O. EXISTING F.F. 100'-3/4" (SITE 7894.90')SMUGGLER STREETALLEYPROPERTY LINE 1 1 A 2 2 4 4 5 5 6 6 B C E 3 3 SCALE: 1/4" = 1'-0"1 EXISTING MAIN LEVEL FLOOR PLAN N 1/4" = 1'-0" 34 ISSUE SCHEMATIC DESIGN SET THIS SET PUBLISHED ON Scale: AS NOTED CONSULTANT RFP SET HPC APPLICATION SET PRELIMINARY PRICING SET REVISED HPC SETKIENAST SKI HOUSE406 WEST SMUGGLER STREETASPEN, COLORADO 81611PARCEL ID: 273512412003ALL DESIGNS, IDEAS ARRANGEMENTS AND PLANS INDICATED BY THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF KIM RAYMOND ARCHITECTS, INC. AND SHALL NEITHER BE USED ON ANY OTHER WORK NOR BE USED BY ANY OTHER PERSON FOR ANY USE WHATSOEVER WITHOUT WRITTEN PERMISSION. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED AT T H E S I T E . A N Y D I M E N S I O N A L DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO COMMENCEMENT OF WORK. A.2.03 11/18/25 EXISTING ROOF LEVEL FLOOR PLAN DATE 11/7/24 www.kimraymondarchitects.com 970-925-225211/18/25 1" ACTUAL IF THE ABOVE DIMENSION DOES NOT MEASURE ONE INCH (1") EXACTLY, THIS DRAWING WILL HAVE BEEN ENLARGED OR REDUCED, AFFECTING ALL LABELED SCALES. 2/6/25 3/28/25 4/30/25 9/25/251A.3.013A.3.024 A.3.02 2 A.3.01 5A.3.026A.3.02PROPERTY LINEPROPERTY LINEPROPERTY LINE SETBACK LINESETBACK LINESETBACK LINE SETBACK LINE 1 1 A 2 2 4 4 5 5 6 6 B C E 3 3 SCALE: 1/4" = 1'-0"1 EXISTING ROOF LEVEL FLOOR PLAN N 1/4" = 1'-0" 35 ISSUE SCHEMATIC DESIGN SET THIS SET PUBLISHED ON Scale: AS NOTED CONSULTANT RFP SET HPC APPLICATION SET PRELIMINARY PRICING SET REVISED HPC SETKIENAST SKI HOUSE406 WEST SMUGGLER STREETASPEN, COLORADO 81611PARCEL ID: 273512412003ALL DESIGNS, IDEAS ARRANGEMENTS AND PLANS INDICATED BY THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF KIM RAYMOND ARCHITECTS, INC. AND SHALL NEITHER BE USED ON ANY OTHER WORK NOR BE USED BY ANY OTHER PERSON FOR ANY USE WHATSOEVER WITHOUT WRITTEN PERMISSION. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED AT T H E S I T E . A N Y D I M E N S I O N A L DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO COMMENCEMENT OF WORK. A.2.04 11/18/25 PROPOSED LOWER LEVEL FLOOR PLAN DATE 11/7/24 www.kimraymondarchitects.com 970-925-225211/18/25 1" ACTUAL IF THE ABOVE DIMENSION DOES NOT MEASURE ONE INCH (1") EXACTLY, THIS DRAWING WILL HAVE BEEN ENLARGED OR REDUCED, AFFECTING ALL LABELED SCALES. 2/6/25 3/28/25 4/30/25 9/25/251234567 D04D03D14D10D21 D24D08D09 D05D18 D13 D12D11D20W07 W08 W05 D19D23D22D15W01D17D16 D06D07D01D02 W03 W04 W02 W/DW/DW/D 49'-3 3/4"5'-0 1/2"44'-3 1/4"1'-2 1/2"7'-3 5/8"5 1/2"8'-0 1/4"5 1/2"14'-3 3/4"5 1/2"11'-4 7/8"3/4"10"82'-8 3/4" 82'-8 3/4" 35'-4 7/8"7'-2 3/4"10'-2 5/8"4'-7"4'-7"20'-8 1/2" 11 1/2"6'-3 1/4" 10"1 1/2" 12'-9"3 1/2"2'-2"5 1/2"13'-10 3/8"5 1/2"6'-10 3/4"3 1/2"7'-6"11'-3 5/8"5 1/2"4'-6"5 1/2"6'-3 1/4"5 1/2"5'-0"3 1/2"5 1/2" 8"44'-3 1/4"11 1/2"5'-4"3 1/2"5'-4"3 1/2"10'-0 1/2"5 1/2"8'-10 3/4"3 1/2"10"10'-7"11 1/2"10" 16'-4 1/8" 5 1/2" 11'-4 1/2" 5 1/2" 5'-9" 5 1/2" 8'-7" 1 1/2" 15'-5 5/8"5 1/2"5'-2"5 1/2"12'-9"3 1/2"2'-2"5 1/2"1'-3 1/2" 12'-11 1/4"4'-7"14'-3"4'-7"18'-1 1/2"4'-7"23'-8"44'-3 1/4"PROPERTY LINEPROPERTY LINEPROPERTY LINE SETBACK LINESETBACK LINESETBACK LINE SETBACK LINE TRENCH DRAIN NOTE: ALL SHOWERS TO HAVE RECESSED PANS UP 1A.3.013A.3.024 A.3.02 2 A.3.01 5A.3.026A.3.021 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 A F 1 1 3 3 4 4 6 6 7 7 8 8 10 10 11 11 2 2 9 9 E G II D 5 5 BB C H 1 A.4.01 2 A.4.10 1 A.4.01 1 A.4.021 A.4.02 1 A.4.03 2 A.4.10 2 A.4.09 2 A.4.09 2 A.4.06 1 A.4.07 2 A.4.08 2 A.4.07 1 A.4.08 #DrgID #LayID MECH. LAUNDRY BUNKROOM BATH 1BEDROOM 1 FAMILY ROOM FAMILY BEDROOM 2 BEDROOM 1 BATH 1 BATH 2 BATH 3 LAUNDRY CLOSET MECHANICAL BUNK BATH BEDROOM 3 POWDER CLOSETGYM / SPA SAUNASTEAM WETBAR WC LINEAR GAS FIREPLACETVLIGHT WELL CLOSET CLOSETELEC.CLOSETUC REF/FRZ CLOSETCLOSET CLOSET ELEC.WET BAR & WINE STORAGE LINEAR GAS FIREPLACE TV SCALE: 1/4" = 1'-0"1 PROPOSED LOWER LEVEL FLOOR PLAN N 1/4" = 1'-0" 36 ISSUE SCHEMATIC DESIGN SET THIS SET PUBLISHED ON Scale: AS NOTED CONSULTANT RFP SET HPC APPLICATION SET PRELIMINARY PRICING SET REVISED HPC SETKIENAST SKI HOUSE406 WEST SMUGGLER STREETASPEN, COLORADO 81611PARCEL ID: 273512412003ALL DESIGNS, IDEAS ARRANGEMENTS AND PLANS INDICATED BY THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF KIM RAYMOND ARCHITECTS, INC. AND SHALL NEITHER BE USED ON ANY OTHER WORK NOR BE USED BY ANY OTHER PERSON FOR ANY USE WHATSOEVER WITHOUT WRITTEN PERMISSION. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED AT T H E S I T E . A N Y D I M E N S I O N A L DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO COMMENCEMENT OF WORK. A.2.05 11/18/25 PROPOSED MAIN LEVEL FLOOR PLAN DATE 11/7/24 www.kimraymondarchitects.com 970-925-225211/18/25 1" ACTUAL IF THE ABOVE DIMENSION DOES NOT MEASURE ONE INCH (1") EXACTLY, THIS DRAWING WILL HAVE BEEN ENLARGED OR REDUCED, AFFECTING ALL LABELED SCALES. 2/6/25 3/28/25 4/30/25 9/25/25 1 2 3 4 5 6 7 8 W14W16D32 W13 BEDROOM 1 BATH 18 9 10 11 12 13 1415161718192021222324W12D35 D33 D43 HW5HW6HW4 HW3HD2HD2 HW2D31 W16 D42 D44D34 GD2D41D38D39 D40 D36 HW1HD1HW3 D33HD4D37 W17 W11W18 D301A.3.013A.3.024 A.3.02 2 A.3.01 5A.3.026A.3.0249'-3 3/4"19'-0 1/2"6'-11 1/2"23'-3 3/4"5 1/2"13'-6 1/2"5 1/2"11'-1"5 1/2"11'-9 7/8"5 1/2"82'-8 3/4" 5'-0"20'-1"17'-6 3/4"11'-10 1/2"10'-0 1/2"12'-1"6'-1" 5/8" 4'-11 3/8" 5/8" 19'-7 1/2" 5 1/2" 5'-0" 5 1/4" 12'-1 1/2" 5/8" 11'-9 7/8"10'-0 1/2"12'-1" 1'-11 3/4" 4'-1 1/4"44'-3 1/4"11'-9"20'-6 1/4"12'-0"5/8"11'-8 3/8"5/8"20'-6 1/4"5 1/2"5/8"9'-11 5/8"5/8"1'-5 5/8"82'-8 3/4" 29'-7 3/4"29'-11"5'-0"12'-1"6'-1" 5/8" 7'-2 1/8"9'-8 3/8" 5/8" 7'-7 3/4"6'-1 3/4" 3 1/2" 2'-6"7'-6"11'-10 1/2" 5 1/2" 10'-2 3/4" 7 1/2"5 1/2"5 1/2" 12'-6" 5 1/2"5/8"6" 4'-1 1/4" 18'-0"8'-6"8'-6"18'-0" 18'-0"8'-6"8'-6"WINDOW WELL REQUIRES GUARDRAIL PROPERTY LINEPROPERTY LINEPROPERTY LINE SETBACK LINESETBACK LINESETBACK LINE SETBACK LINE ELECTRICAL PANEL ELECTRICAL PANEL T.O. PLY @ HISTORIC 100'-0" (SITE 7894.65') T.O. FINISHED FLOOR 100'-2 1/4" HP1 GUEST BEDROOM T.O. PLY @ ADDITION 99'-0" (SITE 7893.65') T.O. FINISHED FLOOR 99'-2 1/4" UP UP DN UP T.O. PLY @ ADDITION 97'-6"SMUGGLER STREETPROPERTY LINE ALLEYALLEY14 15 16 17 18 19 20 21 22 23 GD1LIVING DWFRZ REF PANTRY HP1 HP2 HP3 A F 1 1 3 3 4 4 6 6 7 7 8 8 10 10 11 11 2 2 9 9 E G II D 5 5 BB C H 1 A.4.01 2 A.4.10 1 A.4.01 1 A.4.021 A.4.02 1 A.4.03 2 A.4.10 2 A.4.09 2 A.4.09 2 A.4.06 1 A.4.07 2 A.4.08 2 A.4.07 1 A.4.08 #DrgID #LayID 12352 sq ft VISIBLE FROM STREET WINDOW WELL REQUIRES GUARDRAIL LINE INDICATES REQUIRED 1 HOUR FIRE SEPARATION BETWEEN UNIT 1 GARAGE AND UNIT 2 UNIT 2 GARAGE STAIRWELLGALLERYENTRY DECK ENTRY PORCH ENTRY POWDER MUDROOM DINING BENCH w/ STORAGE BELOW CLOSET MECH. CHASE MECH. CHASECUBBIES SLAT WALL STORAGE LINENTECTUSHINGE DOORBUILT-IN STORAGEBUILT-IN STORAGE NOTE: ALL SHOWERS TO HAVE RECESSED PANS CLOSET TR KITCHEN UNIT 1 GARAGE BUILT-INDBL.WALLOVENLIGHT WELL GAS COOKTOP WINDOW WELL WINDOW WELL WINDOW WELL WINDOW WELL WINDOW WELL ENTRY WALKWAY SCALE: 1/4" = 1'-0"1 PROPOSED MAIN LEVEL FLOOR PLAN N 1/4" = 1'-0" 37 ISSUE SCHEMATIC DESIGN SET THIS SET PUBLISHED ON Scale: AS NOTED CONSULTANT RFP SET HPC APPLICATION SET PRELIMINARY PRICING SET REVISED HPC SETKIENAST SKI HOUSE406 WEST SMUGGLER STREETASPEN, COLORADO 81611PARCEL ID: 273512412003ALL DESIGNS, IDEAS ARRANGEMENTS AND PLANS INDICATED BY THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF KIM RAYMOND ARCHITECTS, INC. AND SHALL NEITHER BE USED ON ANY OTHER WORK NOR BE USED BY ANY OTHER PERSON FOR ANY USE WHATSOEVER WITHOUT WRITTEN PERMISSION. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED AT T H E S I T E . A N Y D I M E N S I O N A L DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO COMMENCEMENT OF WORK. A.2.06 11/18/25 PROPOSED UPPER LEVEL FLOOR PLAN DATE 11/7/24 www.kimraymondarchitects.com 970-925-225211/18/25 1" ACTUAL IF THE ABOVE DIMENSION DOES NOT MEASURE ONE INCH (1") EXACTLY, THIS DRAWING WILL HAVE BEEN ENLARGED OR REDUCED, AFFECTING ALL LABELED SCALES. 2/6/25 3/28/25 4/30/25 9/25/25 9 10 11 12 13 14 15 16 17 18 W26W29W27W28 W39W37W38 W31W30W32W33D55D56 D54W34D51W35W40 W23W24W25W22D50D52 W21W20W/D 1A.3.013A.3.024 A.3.02 2 A.3.01 5A.3.026A.3.0249'-3 3/4"82'-8 3/4"44'-3 1/4"82'-8 3/4" 5'-0"29'-7 3/4"8'-0"11'-10 1/2"24'-1 1/4"4'-1 1/4" 5/8" 4'-11 3/8"3'-10 1/4" 1/2" 5'-8 1/2" 1/2" 5'-6 5/8" 5 1/2" 15'-4 3/8"11'-10 1/2"6'-7 1/2"24'-1 1/4"4'-1 1/4" 5/8" 16'-9 3/8" 3 1/2" 7'-5" 3 1/2"5/8" 7'-2 3/8"9'-7 3/8" 5'-0"31'-11 3/4"9'-8"17'-11"12'-1"6'-1"14'-0"12'-0"12'-3 3/8"11'-9"24'-0"8'-6 1/4"5/8"3 1/2"5'-6"3 1/2"4'-9 5/8"3 1/2"1'-1 1/8"5 1/2"6'-2 3/4"3 1/2"2'-3 1/2"4 3/4"15'-4 3/4"5/8"6'-11 1/4"NOTE: ALL SHOWERS TO HAVE RECESSED PANS PRIMARY BEDROOM LIVING PRIMARY CLOSET PRIMARY BATH DECK STAIRS PROPERTY LINEPROPERTY LINEPROPERTY LINE SETBACK LINESETBACK LINESETBACK LINE SETBACK LINE KITCHEN NOTE: ALL SHOWERS TO HAVE RECESSED PANS DND53DW REF FRZBUILT-IN DBL.WALL OVEN TR DW GAS COOKTOP A F 1 1 3 3 4 4 6 6 7 7 8 8 10 10 11 11 2 2 9 9 E G II D 5 5 BB C H 1 A.4.01 2 A.4.10 1 A.4.01 1 A.4.021 A.4.02 1 A.4.03 2 A.4.10 2 A.4.09 2 A.4.09 2 A.4.06 1 A.4.07 2 A.4.08 2 A.4.07 1 A.4.08 #DrgID #LayID DINING LINEAR GAS FIREPLACE TVLINEAR GAS FIREPLACESHELVESSHELVESPANTRY POWDER WOOD WALL W/ HIDDEN DOOR SLOPED ROOF SLOPED ROOF 13 1/2" : 12"SLOPEDROOF5" : 12"SLOPEDROOF13 1/2" : 12"LIGHT WELL BELOWFLATROOF1/8" : 12"10" : 12" DECK BELOW SCALE: 1/4" = 1'-0"1 PROPOSED UPPER LEVEL FLOOR PLAN N 1/4" = 1'-0" 38 ISSUE SCHEMATIC DESIGN SET THIS SET PUBLISHED ON Scale: AS NOTED CONSULTANT RFP SET HPC APPLICATION SET PRELIMINARY PRICING SET REVISED HPC SETKIENAST SKI HOUSE406 WEST SMUGGLER STREETASPEN, COLORADO 81611PARCEL ID: 273512412003ALL DESIGNS, IDEAS ARRANGEMENTS AND PLANS INDICATED BY THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF KIM RAYMOND ARCHITECTS, INC. AND SHALL NEITHER BE USED ON ANY OTHER WORK NOR BE USED BY ANY OTHER PERSON FOR ANY USE WHATSOEVER WITHOUT WRITTEN PERMISSION. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED AT T H E S I T E . A N Y D I M E N S I O N A L DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO COMMENCEMENT OF WORK. A.2.07 11/18/25 PROPOSED ROOF LEVEL PLAN DATE 11/7/24 www.kimraymondarchitects.com 970-925-225211/18/25 1" ACTUAL IF THE ABOVE DIMENSION DOES NOT MEASURE ONE INCH (1") EXACTLY, THIS DRAWING WILL HAVE BEEN ENLARGED OR REDUCED, AFFECTING ALL LABELED SCALES. 2/6/25 3/28/25 4/30/25 9/25/257892 78947895 789 3 7892 78931A.3.013A.3.024 A.3.02 2 A.3.01 5A.3.026A.3.02PROPERTY LINEPROPERTY LINEPROPERTY LINE SETBACK LINESETBACK LINESETBACK LINE SETBACK LINE JK BE F A F 1 1 3 3 4 4 6 6 7 7 8 8 10 10 11 11 2 2 9 9 E G II D 5 5 BB C H 1 A.4.01 2 A.4.10 1 A.4.01 1 A.4.021 A.4.02 1 A.4.03 2 A.4.10 2 A.4.09 2 A.4.09 2 A.4.06 1 A.4.07 2 A.4.08 2 A.4.07 1 A.4.08 #DrgID #LayID SLOPED ROOF 10" : 12" SLOPED ROOF 13 1/2" : 12"SLOPEDROOF5" : 12"SLOPEDROOF13 1/2" : 12"I L AD C SKYLIGHT SLOPEDROOF10 1/2" : 12"SLOPEDROOF10 1/2" : 12"SLOPEDROOF10 1/2" : 12"SLOPEDROOF10 1/2" : 12"FLATROOF1/8" : 12"PV PANEL PV PANEL PV PANEL PV PANEL PV PANEL PV PANEL PV PANEL PV PANEL PV PANEL PV PANEL PV PANEL PV PANEL PV PANEL PV PANEL PV PANEL PV PANEL PV PANEL PV PANEL PV PANEL DECK BELOW PV PANEL DECK BELOW H H DECK BELOW LIGHT WELL BELOW FLAT ROOF 1/4" : 12" SCALE: 1/4" = 1'-0"1 PROPOSED ROOF LEVEL FLOOR PLAN N 1/4" = 1'-0" 39 ISSUE THIS SET PUBLISHED ON Scale: AS NOTED SCHEMATIC DESIGN SET CONSULTANT RFP SET HPC APPLICATION SET PRELIMINARY PRICING SET REVISED HPC SETKIENAST SKI HOUSE406 WEST SMUGGLER STREETASPEN, COLORADO 81611PARCEL ID: 273512412003ALL DESIGNS, IDEAS ARRANGEMENTS AND PLANS INDICATED BY THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF KIM RAYMOND ARCHITECTS, INC. AND SHALL NEITHER BE USED ON ANY OTHER WORK NOR BE USED BY ANY OTHER PERSON FOR ANY USE WHATSOEVER WITHOUT WRITTEN PERMISSION. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED AT T H E S I T E . A N Y D I M E N S I O N A L DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO COMMENCEMENT OF WORK. A.3.01 11/18/25 EXISTING ELEVATIONS: SOUTH & WEST DATE www.kimraymondarchitects.com 970-925-225211/18/25 1" ACTUAL IF THE ABOVE DIMENSION DOES NOT MEASURE ONE INCH (1") EXACTLY, THIS DRAWING WILL HAVE BEEN ENLARGED OR REDUCED, AFFECTING ALL LABELED SCALES. 11/7/24 2/6/25 3/28/25 4/30/25 9/25/25 APPLICANT TO INVESTIGATE FRAMING OF CURRENT PORCH ROOF TO DETERMINE IF IT WAS ALTERED EXISTING PORCH & COLUMNS TO BE REMOVED AND RECONSTRUCTED EXISTING NON-HISTORIC CHIMNEY FLUE TO BE REMOVED SHINGLE ROOFING TO BE REMOVED PRESERVE ALL HISTORIC TRIM AND DETAILING, RESTORE IF REQUIRED W20 A A B B C C E E UNTIL OTHERWISE DETERMINED W/ HP PLANNER & MONITOR, EXISTING PORCH DETAILS ARE TO REMAIN IN PLACE T.O. HISTORIC PLY 100'-0" T.O. EXISTING BASEMENT SLAB 89'-6 1/4" T.O. HISTORIC PLY 100'-0" T.O. EXISTING BASEMENT SLAB 89'-6 1/4"SETBACK LINEPROPERTY LINESETBACK LINEPROPERTY LINE6 6 5 5 4 4 3 3 2 2 1 1 NOT HISTORIC (TO BE REMOVED) UNTIL OTHERWISE DETERMINED W/ HP PLANNER & MONITOR, EXISTING PORCH DETAILS ARE TO REMAIN IN PLACE SHINGLE ROOFING TO BE REMOVEDMETAL ROOFING TO BE REMOVED NON-HISTORIC FLUE TO BE REMOVED T.O. HISTORIC PLY 100'-0" T.O. EXISTING BASEMENT SLAB 89'-6 1/4" T.O. HISTORIC PLY 100'-0" T.O. EXISTING BASEMENT SLAB 89'-6 1/4"PROPERTY LINESETBACK LINESETBACK LINEPROPERTY LINESETBACK LINESCALE: 1/4" = 1'-0"1 EXISTING SOUTH ELEVATION SCALE: 1/4" = 1'-0"2 EXISTING WEST ELEVATION 40 ISSUE THIS SET PUBLISHED ON Scale: AS NOTED SCHEMATIC DESIGN SET CONSULTANT RFP SET HPC APPLICATION SET PRELIMINARY PRICING SET REVISED HPC SETKIENAST SKI HOUSE406 WEST SMUGGLER STREETASPEN, COLORADO 81611PARCEL ID: 273512412003ALL DESIGNS, IDEAS ARRANGEMENTS AND PLANS INDICATED BY THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF KIM RAYMOND ARCHITECTS, INC. AND SHALL NEITHER BE USED ON ANY OTHER WORK NOR BE USED BY ANY OTHER PERSON FOR ANY USE WHATSOEVER WITHOUT WRITTEN PERMISSION. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED AT T H E S I T E . A N Y D I M E N S I O N A L DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO COMMENCEMENT OF WORK. A.3.02 11/18/25 EXISTING ELEVATIONS: NORTH & EAST DATE www.kimraymondarchitects.com 970-925-225211/18/25 1" ACTUAL IF THE ABOVE DIMENSION DOES NOT MEASURE ONE INCH (1") EXACTLY, THIS DRAWING WILL HAVE BEEN ENLARGED OR REDUCED, AFFECTING ALL LABELED SCALES. 11/7/24 2/6/25 3/28/25 4/30/25 9/25/25 E E C C A A B B NOT HISTORIC (TO BE REMOVED) EXISTING WINDOW WELLS TO BE REMOVED EXISTING STAIRWELL AND SUB-GRADE WALLS TO BE REMOVED EXISTING NON-HISTORIC CHIMNEY FLUE TO BE REMOVED OVER-FRAMED ROOF TO BE REMOVED EXISTING HISTORIC WALL & SIDING TO REMAIN PRESERVE REMAINING SIDING ON HISTORIC PORTIONS OF EXTERIOR WALLS EXISTING NON-HISTORIC DECK AND STEPS TO BE REMOVED T.O. HISTORIC PLY 100'-0" T.O. EXISTING BASEMENT SLAB 89'-6 1/4" T.O. HISTORIC PLY 100'-0" T.O. EXISTING BASEMENT SLAB 89'-6 1/4"SETBACK LINEPROPERTY LINESETBACK LINEPROPERTY LINENOT HISTORIC (TO BE REMOVED) EXISTING PORCH & COLUMNS TO BE REMOVED AND RECONSTRUCTED SHINGLE ROOFING TO BE REMOVED NON-HISTORIC FLUE TO BE REMOVED NON-HISTORIC WINDOW TO BE REMOVED 1 1 2 2 3 3 4 4 5 5 6 6 T.O. HISTORIC PLY 100'-0" T.O. EXISTING BASEMENT SLAB 89'-6 1/4" T.O. HISTORIC PLY 100'-0" T.O. EXISTING BASEMENT SLAB 89'-6 1/4"PROPERTY LINESETBACK LINESETBACK LINESETBACK LINEPROPERTY LINESCALE: 1/4" = 1'-0"1 EXISTING NORTH ELEVATION SCALE: 1/4" = 1'-0"2 EXISTING EAST ELEVATION 41 ISSUE THIS SET PUBLISHED ON Scale: AS NOTED SCHEMATIC DESIGN SET CONSULTANT RFP SET HPC APPLICATION SET PRELIMINARY PRICING SET REVISED HPC SETKIENAST SKI HOUSE406 WEST SMUGGLER STREETASPEN, COLORADO 81611PARCEL ID: 273512412003ALL DESIGNS, IDEAS ARRANGEMENTS AND PLANS INDICATED BY THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF KIM RAYMOND ARCHITECTS, INC. AND SHALL NEITHER BE USED ON ANY OTHER WORK NOR BE USED BY ANY OTHER PERSON FOR ANY USE WHATSOEVER WITHOUT WRITTEN PERMISSION. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED AT T H E S I T E . A N Y D I M E N S I O N A L DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO COMMENCEMENT OF WORK. A.3.03 11/18/25 PROPOSED ELEVATIONS: SOUTH & WEST DATE www.kimraymondarchitects.com 970-925-225211/18/25 1" ACTUAL IF THE ABOVE DIMENSION DOES NOT MEASURE ONE INCH (1") EXACTLY, THIS DRAWING WILL HAVE BEEN ENLARGED OR REDUCED, AFFECTING ALL LABELED SCALES. 11/7/24 2/6/25 3/28/25 4/30/25 9/25/25 HW2 HW3 HD2 W25 W24 W23 W22 HD1 HW1 W21 W20 D30 HPC: LIGHT WELL TO BE SCREENED BY EVERGREEN LANDSCAPINGSETBACK LINEPROPERTY LINESETBACK LINEPROPERTY LINET.O. HISTORIC PLY 100'-0" T.O. HISTORIC PLY 100'-0" T.O. PROPOSED BASEMENT SLAB 84'-7 1/2" T.O. PROPOSED BASEMENT SLAB 84'-7 1/2" T.O. ADDITION MAIN LEVEL PLY 99'-0" T.O. ADDITION UPPER LEVEL PLY 109'-9" TOP PLATE @ EAST GABLE 118'-0 1/4" TOP PLATE @ WEST GABLE 118'-3 1/4" T.O PLY @ FLAT ROOF 120'-9 5/8" T.O PLY @ FLAT ROOF 120'-9 5/8" W29 W28 W27 W26 W14 W16 HW4 HD2 D32 W13 D31 11 10 9 8 7 6 4 3 2 15 HISTORIC WOOD SIDING TO REMAIN HISTORIC WINDOW TO BE PRESERVED HISTORIC DOORS TO BE PRESERVED, NEW DOOR HARDWARE SPECS TO BE PROVIDED AT TIME OF PERMIT NEW CHIMNEY FLUE TO BE REPLICATED & LOCATED PER HISTORIC PHOTOS NEW CLASS A COMPOSITE SHINGLE, SPEC TBD w/ HPC NEW LIFT & SLIDE DOOR IN HISTORIC WALL RAILING AROUND WINDOW WELL MECHANICAL SCREENING PAINTED METAL SNOW STOPS RAILING AROUND WINDOW WELL ALUMINUM WINDOW ALUMINUM DOOR NEW SNOW FENCE, COLOR TO MATCH STANDING SEAM ROOFING PERFORATED METAL RAILING PERFORATED METAL SCREENING NEW PV PANELS NEW 6" HORIZONTAL COMPOSITE RAIN-SCREEN SIDING, COLOR TO BE APPROVED BY HPC FILL INDICATES VIEW FROM SMUGGLER STREET POWER VENTED FIREPLACE FLUE TERMINATION NEW WOOD SIDING TO MATCH HISTORIC PROPERTY LINESETBACK LINESETBACK LINESETBACK LINEPROPERTY LINET.O. HISTORIC PLY 100'-0"T.O. ADDITION MAIN LEVEL PLY 99'-0" T.O. ADDITION UPPER LEVEL PLY 119'-9" T.O. MUDROOM PLY 97'-6" T.O. PROPOSED BASEMENT SLAB 84'-7 1/2" T.O. PROPOSED BASEMENT SLAB 84'-7 1/2"SETBACK LINESCALE: 1/4" = 1'-0"1 PROPOSED SOUTH ELEVATION SCALE: 1/4" = 1'-0"2 PROPOSED WEST ELEVATION 42 ISSUE THIS SET PUBLISHED ON Scale: AS NOTED SCHEMATIC DESIGN SET CONSULTANT RFP SET HPC APPLICATION SET PRELIMINARY PRICING SET REVISED HPC SETKIENAST SKI HOUSE406 WEST SMUGGLER STREETASPEN, COLORADO 81611PARCEL ID: 273512412003ALL DESIGNS, IDEAS ARRANGEMENTS AND PLANS INDICATED BY THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF KIM RAYMOND ARCHITECTS, INC. AND SHALL NEITHER BE USED ON ANY OTHER WORK NOR BE USED BY ANY OTHER PERSON FOR ANY USE WHATSOEVER WITHOUT WRITTEN PERMISSION. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED AT T H E S I T E . A N Y D I M E N S I O N A L DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO COMMENCEMENT OF WORK. A.3.04 11/18/25 PROPOSED ELEVATIONS: NORTH & EAST DATE www.kimraymondarchitects.com 970-925-225211/18/25 1" ACTUAL IF THE ABOVE DIMENSION DOES NOT MEASURE ONE INCH (1") EXACTLY, THIS DRAWING WILL HAVE BEEN ENLARGED OR REDUCED, AFFECTING ALL LABELED SCALES. 11/7/24 2/6/25 3/28/25 4/30/25 9/25/25 HD4 W30W31W32W33 W34 W35 W36 GD2D34 D51 GD1 AECDIHGFB NEW 6" HORIZONTAL COMPOSITE RAIN-SCREEN SIDING, COLOR TO BE APPROVED BY HPC FROSTED GLASS 4-PANEL GARAGE DOOR PERFORATED METAL SCREEN RAILING NEW ALUMINUM WINDOWSNEW ALUMINUM WINDOWS NEW ALUMINUM DOORS NEW SNOW FENCE, COLOR TO MATCH STANDING SEAM ROOFING NEW PV PANELS FROSTED GLASS 4-PANEL GARAGE DOOR WITH CENTER DIVIDER TO MEET RDS CODE SETBACK LINEPROPERTY LINESETBACK LINEPROPERTY LINET.O. ADDITION MAIN LEVEL PLY 99'-0" T.O. ADDITION MAIN LEVEL PLY 99'-0" T.O. PROPOSED BASEMENT SLAB 84'-7 1/2" T.O. PROPOSED BASEMENT SLAB 84'-7 1/2" T.O. MUDROOM PLY 97'-6" T.O. GARAGE SLAB 97'-7 5/8" T.O. ADDITION UPPER LEVEL PLY 109'-9" T.O. ADDITION UPPER LEVEL PLY 109'-9" TOP PLATE @ EAST GABLE 118'-0 1/4" TOP PLATE @ WEST GABLE 118'-3 1/4" T.O PLY @ FLAT ROOF 120'-9 5/8" T.O PLY @ FLAT ROOF 120'-9 5/8" NON- HISTORIC WINDOW TO BE REMOVED W37W38W39W40 W16 D33 W17 HW3 NEW METAL SNOW STOPS, PER IBC W18 1 2 3 4 6 7 8 9 10 115 HISTORIC WOOD SIDING TO REMAIN HISTORIC WINDOWS TO BE PRESERVED NEW CHIMNEY FLUE TO BE REPLICATED & LOCATED PER HISTORIC PHOTOS NEW CLASS A COMPOSITE SHINGLE, SPEC TBD w/ HPC STANDING SEAM METAL SIDING PERFORATED METAL RAILING AT DECK PERFORATED METAL SCREENING SNOW FENCE ON METAL ROOF, TYP. NEW PV PANELS PERFORATED METAL RAILING AT DECK NEW ALUMINUM WINDOWS NEW 6" HORIZONTAL COMPOSITE RAIN-SCREEN SIDING, COLOR TO BE APPROVED BY HPC ELECTRICAL PANELS TRANSFORMER HEAT PUMPS HPC: LIGHT WELL TO BE SCREENED BY EVERGREEN LANDSCAPINGPROPERTY LINESETBACK LINESETBACK LINESETBACK LINEPROPERTY LINET.O. HISTORIC PLY 100'-0"T.O. ADDITION MAIN LEVEL PLY 99'-0" T.O. ADDITION UPPER LEVEL PLY 110'-2" T.O. MUDROOM PLY 97'-6" T.O. PROPOSED BASEMENT SLAB 84'-7 1/2" T.O. PROPOSED BASEMENT SLAB 84'-7 1/2" SCALE: 1/4" = 1'-0"1 PROPOSED NORTH ELEVATION SCALE: 1/4" = 1'-0"2 PROPOSED EAST ELEVATION 43 ISSUE THIS SET PUBLISHED ON Scale: AS NOTED SCHEMATIC DESIGN SET CONSULTANT RFP SET HPC APPLICATION SET PRELIMINARY PRICING SET REVISED HPC SETKIENAST SKI HOUSE406 WEST SMUGGLER STREETASPEN, COLORADO 81611PARCEL ID: 273512412003ALL DESIGNS, IDEAS ARRANGEMENTS AND PLANS INDICATED BY THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF KIM RAYMOND ARCHITECTS, INC. AND SHALL NEITHER BE USED ON ANY OTHER WORK NOR BE USED BY ANY OTHER PERSON FOR ANY USE WHATSOEVER WITHOUT WRITTEN PERMISSION. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED AT T H E S I T E . A N Y D I M E N S I O N A L DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO COMMENCEMENT OF WORK. A.3.05 11/18/25 PROPOSED ELEVATIONS: SOUTH (ADDITION) & NORTH (HISTORIC) DATE www.kimraymondarchitects.com 970-925-225211/18/25 1" ACTUAL IF THE ABOVE DIMENSION DOES NOT MEASURE ONE INCH (1") EXACTLY, THIS DRAWING WILL HAVE BEEN ENLARGED OR REDUCED, AFFECTING ALL LABELED SCALES. 11/7/24 2/6/25 3/28/25 4/30/25 9/25/25 D EB G I 1'-8 3/4"1'-4 1/4"1'-5 1/2"1'-6 1/2"W25 W24 W23 W22 W12 D50 W21 W11 NEW ALUMINUM WINDOWS PERFORATED METAL RAILING AT DECK ALUMINUM LIFT AND SLIDE DOOR D30 W20 D10 NEW 6" HORIZONTAL COMPOSITE RAIN-SCREEN SIDING, COLOR TO BE APPROVED BY HPC FD KNOX BOX NEW ALUMINUM PIVOT ENTRY DOOR PROPOSED FDC LOCATION FIRE ALARM STROBE PAINTED METAL WING-WALL ENDS 6" PAINTED METAL ADDRESS NUMBERS NEW 6" VERTICAL METAL SIDING PAINTED METAL FASCIA ON FLAT ROOF LINE INDICATES 1/3rd POINT ON GABLE ROOF LINE INDICATES 1/3rd POINT ON GABLE ROOF LINE INDICATES MOST STRINGENT GRADE (EXISTING) @ 25'-0" OFFSET LINE INDICATES MOST STRINGENT GRADE (EXISTING) @ 25'-0" OFFSET T.O. ADDITION MAIN LEVEL PLY 99'-0" T.O. ADDITION MAIN LEVEL PLY 99'-0" T.O. PROPOSED BASEMENT SLAB 84'-7 1/2" T.O. PROPOSED BASEMENT SLAB 84'-7 1/2"SETBACK LINEPROPERTY LINESETBACK LINEPROPERTY LINET.O. ADDITION UPPER LEVEL PLY 109'-9" TOP PLATE @ EAST GABLE 118'-0 1/4" TOP PLATE @ WEST GABLE 118'-3 1/4" T.O PLY @ FLAT ROOF 120'-9 5/8" T.O PLY @ FLAT ROOF 120'-9 5/8" F ACIHB HW5HW6 HD4 CABLE RAILING AROUND WINDOW WELL, REQUIRED BY IBC NEW ENTRY DOOR, RE: HISTORIC PHOTOS FOR LOCATIONNEW DOUBLE-HUNG WINDOW IN HISTORIC WALL, RE: HISTORIC PHOTOS AND/OR HISTORIC FRAMING FOR PLACEMENT NEW DOUBLE-HUNG WINDOW IN HISTORIC WALL, RE: HISTORIC PHOTOS AND/OR HISTORIC FRAMING FOR PLACEMENT NEW CHIMNEY FLUE TO BE REPLICATED & LOCATED PER HISTORIC PHOTOS NEW WOOD SIDING TO MATCH HISTORIC NEW WOOD SIDING TO MATCH HISTORIC SETBACK LINEPROPERTY LINESETBACK LINEPROPERTY LINET.O. HISTORIC PLY 100'-0" T.O. HISTORIC PLY 100'-0" T.O. PROPOSED BASEMENT SLAB 84'-7 1/2" T.O. PROPOSED BASEMENT SLAB 84'-7 1/2" SCALE: 1/4" = 1'-0"1 PROPOSED SOUTH ELEVATION (ADDITION) SCALE: 1/4" = 1'-0"2 PROPOSED NORTH ELEVATION (HISTORIC) 44 ISSUE SCHEMATIC DESIGN SET THIS SET PUBLISHED ON Scale: AS NOTED CONSULTANT RFP SET HPC APPLICATION SET PRELIMINARY PRICING SET REVISED HPC SETKIENAST SKI HOUSE406 WEST SMUGGLER STREETASPEN, COLORADO 81611PARCEL ID: 273512412003ALL DESIGNS, IDEAS ARRANGEMENTS AND PLANS INDICATED BY THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF KIM RAYMOND ARCHITECTS, INC. AND SHALL NEITHER BE USED ON ANY OTHER WORK NOR BE USED BY ANY OTHER PERSON FOR ANY USE WHATSOEVER WITHOUT WRITTEN PERMISSION. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED AT T H E S I T E . A N Y D I M E N S I O N A L DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO COMMENCEMENT OF WORK. A.6.03 11/18/25 HEAT PUMP DETAILS & SECTIONS DATE 11/7/24 www.kimraymondarchitects.com 970-925-225211/18/25 1" ACTUAL IF THE ABOVE DIMENSION DOES NOT MEASURE ONE INCH (1") EXACTLY, THIS DRAWING WILL HAVE BEEN ENLARGED OR REDUCED, AFFECTING ALL LABELED SCALES. 2/6/25 3/28/25 4/30/25 9/25/252'-6"LINE INDICATES EXISTING GRADE DASHED LINE INDICATES EXISTING GRADE @ 30" OFFSET D43 W16 D42 W17 W18 D30ELECTRICAL PANEL ELECTRICAL PANEL T.O. PLY @ ADDITION 99'-0" (SITE 7893.65') T.O. PLY @ ADDITION 97'-6" PROPERTY LINE HP1 HP2 HP3 #DrgID #LayID 12352 sq ft VISIBLE FROM STREET ENTRY POWDER MUDROOM BENCH w/ STORAGE BELOW CLOSET MECH. CHASE WINDOW WELL Page 3 of 3Submittal Data: MXZ-4C36NA4-U1© 2023 Mitsubishi Electric Sales Canada Inc.Form No. SB_MXZ-4C36NA4-U1_202307Outdoor Unit Outline and Dimensions:www.MitsubishiElectric.caSpecifications are subject to change without notice.Unit: inch (mm) Lock nut Conduit plate Conduit connector Conduit plate SCALE: 1/2" = 1'-0"2 HEAT PUMP BUILDING SECTION SCALE: 1/2" = 1'-0"1 PROPOSED MAIN LEVEL FLOOR PLAN 1 Mitsubishi Heat Pump - SB_MXZ-4C36NA4-U1_202307 45 ISSUE THIS SET PUBLISHED ON Scale: AS NOTED SCHEMATIC DESIGN SET CONSULTANT RFP SET HPC APPLICATION SET PRELIMINARY PRICING SET REVISED HPC SETKIENAST SKI HOUSE406 WEST SMUGGLER STREETASPEN, COLORADO 81611PARCEL ID: 273512412003ALL DESIGNS, IDEAS ARRANGEMENTS AND PLANS INDICATED BY THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF KIM RAYMOND ARCHITECTS, INC. AND SHALL NEITHER BE USED ON ANY OTHER WORK NOR BE USED BY ANY OTHER PERSON FOR ANY USE WHATSOEVER WITHOUT WRITTEN PERMISSION. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED AT T H E S I T E . A N Y D I M E N S I O N A L DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO COMMENCEMENT OF WORK. A.7.01 11/18/25 WINDOW & DOOR SCHEDULES DATE www.kimraymondarchitects.com 970-925-225211/18/25 1" ACTUAL IF THE ABOVE DIMENSION DOES NOT MEASURE ONE INCH (1") EXACTLY, THIS DRAWING WILL HAVE BEEN ENLARGED OR REDUCED, AFFECTING ALL LABELED SCALES. 11/7/24 2/6/25 3/28/25 4/30/25 9/25/25 DOOR AND FRAME SCHEDULE ID D01 D02 D03 D04 D05 D06 D07 D08 D09 D10 D11 D12 D13 D14 D15 D16 D17 D18 D19 D20 D21 D22 D23 D24 D30 D31 D32 D33 D33 D34 D35 D36 D37 D38 D39 D40 D41 D42 D43 D44 D50 D51 D52 D53 D54 D55 D56 GD1 GD2 HD1 HD2 HD2 HD4 WIDTH 3'-0" 3'-0" 3'-0" 2'-6" 2'-6" 3'-0" 2'-6" 2'-8" 2'-6" 7'-0" 4'-0" 4'-0" 3'-0" 2'-6" 3'-0" 4'-0" 4'-0" 2'-6" 2'-6" 3'-0" 2'-6" 5'-0" 3'-0" 3'-0" 3'-0" 5'-4" 3'-0" 2'-6" 3'-0" 3'-0" 6'-8" 2'-6" 5'-0" 2'-6" 2'-4" 3'-0" 2'-6" 5'-0" 2'-6" 3'-0" 12'-9 3/4" 2'-8" 2'-6" 2'-6" 3'-0" 2'-6" 2'-8" 9'-0" 18'-0" 2'-6" 2'-8" 2'-8" 2'-6" HEIGHT 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 10'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 6'-8" 8'-0" 8'-0" 8'-0" 8'-0" 9'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 9'-0" 9'-0" 6'-5" 6'-4 1/2" 6'-4 1/2" 6'-8" TYPE GLAZI…HARDWARE MFR.LOCATION NOTES WINDOW SCHEDULE MARK HW1 HW2 HW3 HW3 HW4 HW5 HW6 W W01 W02 W03 W04 W05 W07 W08 W11 W12 W13 W14 W16 W17 W18 W20 W21 W22 W23 W24 W25 W26 W27 W28 W29 W30 W31 W32 W33 W34 W35 W36 W37 W38 W39 W40 SIZE WIDTH 2'-6" 4'-0" 2'-6" 2'-6" 2'-6" 2'-6" 2'-6" 3'-0" 2'-3" 2'-3" 2'-3" 2'-3" 2'-3" 6'-0" 6'-0" 12'-0" 2'-3" 2'-3" 2'-3" 5'-0" 2'-3" 2'-3" 5'-6" 12'-0" 3'-3" 3'-2 7/8" 3'-2 7/8" 3'-3" 2'-6" 2'-6" 2'-6" 2'-6" 3'-3" 3'-2 7/8" 3'-2 7/8" 3'-3" 5'-0" 2'-3" 2'-3" 3'-0" 2'-3" 2'-3" 2'-3" HEIGHT 6'-0" 6'-8" 5'-10" 6'-0" 4'-0" 5'-10" 5'-10" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 10'-1 1/4" 10'-1 1/4" 9'-0" 5'-0" 5'-0" 5'-0" 2'-0" 5'-0" 8'-1 1/2" 6'-0" 9'-0" 2'-10 1/8" 5'-8 1/8" 5'-8 1/8" 2'-10 1/8" 8'-1 1/4" 8'-1 1/4" 8'-1 1/4" 8'-1 1/4" 2'-10 1/8" 5'-8 1/8" 5'-8 1/8" 2'-10 1/8" 2'-0" 5'-0" 4'-8 5/8" 7'-0" 5'-0" 5'-0" 5'-0" HEADER HT.GLAZING MFR.MODEL NOTES 46 ISSUE THIS SET PUBLISHED ON Scale: AS NOTED SCHEMATIC DESIGN SET CONSULTANT RFP SET HPC APPLICATION SET PRELIMINARY PRICING SET REVISED HPC SETKIENAST SKI HOUSE406 WEST SMUGGLER STREETASPEN, COLORADO 81611PARCEL ID: 273512412003ALL DESIGNS, IDEAS ARRANGEMENTS AND PLANS INDICATED BY THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF KIM RAYMOND ARCHITECTS, INC. AND SHALL NEITHER BE USED ON ANY OTHER WORK NOR BE USED BY ANY OTHER PERSON FOR ANY USE WHATSOEVER WITHOUT WRITTEN PERMISSION. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED AT T H E S I T E . A N Y D I M E N S I O N A L DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO COMMENCEMENT OF WORK. A.9.01 11/18/25 MATERIAL REPRESENATION DATE www.kimraymondarchitects.com 970-925-225211/18/25 1" ACTUAL IF THE ABOVE DIMENSION DOES NOT MEASURE ONE INCH (1") EXACTLY, THIS DRAWING WILL HAVE BEEN ENLARGED OR REDUCED, AFFECTING ALL LABELED SCALES. 11/7/24 2/6/25 3/28/25 4/30/25 9/25/25 FLAMED BASALT STONE PAVERS DREXEL METAL'S "CLASSIC BRONZE" STANDING SEAM METAL SIDING (6") DREXEL METAL'S "CLASSIC BRONZE" METAL FASCIA PARKLEX PRODEMA "RYE" NATURSIDING COMPOSITE SIDING ENVIROSHINGLE'S "AGED CEDAR" COMPOSITE SHINGLE HISTORIC WOOD SIDING (TO BE REPAINTED) HISTORIC SCALLOPED WOOD SHINGLES (TO BE REPAINTED) DREXEL METAL'S "CLASSIC BRONZE" STANDING SEAM METAL ROOF "CHARCOAL" ALUMINUM CLAD WINDOWS BRUSHED CONCRETE WALKWAY 47 1 406 West Smuggler Street – Site and Material Conformity The proposed site plan and landscape plan conformed to Chapter 1 of the HP Guidelines. The removal of the many trees in the right of way along with the relocation of the historic resource for south, reinforce the context of the neighborhood. Streets and alleys go unchanged through the proposed development, and offsite parking requirements are met with alley accessed garages and pervious paver parking. Positive open space will be utilized to emphasize the hierarchy of spaces and reinforce each use. The separation of the proposed walkways, as well as the use of appropriate landscaping along the paths will aid in this effort. A 12 inch gravel border will surround the historic resource, and appropriately sized plantings will soften the appearance of the site as well as highlight features of the historic resource. These additions of plant material will be located to not block views of the historic structure. Site lighting will be accomplished by using as few fixtures as possible. The historic resource will have two exterior wall mounted fixtures by the existing doors on each perspective porch. The concrete walkway up to the historic resource will not receive any type of path lighting, as it was not typical to have been seen historically (1.14). The new building will similarly house one exterior wall sconces by the entry door, and its separate path will be eliminated by bollard lighting. We are proposing three fixtures along the nearly 68 foot walkway, of which are to be low lumen output fixtures. It should be noted that one of these fixtures does sit within Zone A of HP’s site planning landscape design diagrams. Zone A is nearly 27 feet long from the edge of pavement to the corner of the historic resource and we feel that one bollard fixture is appropriate in life safety. The rest of the exterior fixtures are primarily used for aiding in egress however will also not be very bright or a nuisance. All proposed fixtures will comply with the City of Aspen Zoning outdoor lighting compliance policy. There are currently no fences being proposed, nor are there any historic fences on the property. However, if existing side yard fences require replacement as result of the development effot, the applicant, along with the landscape architect, will coordinate replacement design with HP and monitor. In regards to retaining walls, the updated grading and drainage plan depicts a very small steel plate, retaining in the southwest corner of the property. This retaining wall is only ¾ of an inch thick and will only be inches above finished grade. This retaining wall is required due to the neighboring properties planter box. The change in grade required to accommodate stormwater management prompted the use of this retaining wall. The building materials portrayed on the historic resource are predominantly original materials that will be preserved and maintained per Chapter 2 of the HP Guidelines - Historic wood siding is to be preserved and restored, with new paint to be applied at the end of the development effort - Corner boards, skirt boards, frieze boards, and window trim are to be preserved and restored. Where necessary, new wood material will replace the old if it is deemed unsalvageable. An alternative roofing material is being proposed for the historic roof material. The composite shingle from Enviroshingle is the proposed replacement to the existing two roof materials (asphalt shingles and metal roofing). - Enviroshingle is an authentic looking cedar shingle that is made of composite material - Replicates the scale of a shingle as opposed to a shake o Comes in accurate widths and exposure dimensions - Designed from 3D images of actual cedar shingles - Available in any color desired - There are many benefits of composite shingles that I’m sure this commission has become familiar with. o Better fire rating o Reduced life-cycle costs 48 2 o Maintenance free o Environmentally friendly being made up of 95% sustainable materials o 100% recyclable The concern with the existing metal roof is its stand-alone relationship to the neighborhood context, and it’s reflectivity directing sun into surrounding structures. Enviroshingle will provide the aesthetic of a traditional shingle roof, and better protect the resource. The new building’s proposed materials align with Guideline 11.6 of the Historic Preservation Guidelines. The rain screen composite sighting is certainly a product of its time. The product offers a variety of options, woodgrain being one of them, which is being proposed to relate to historic resource. Siding is not only similar in replicating the finish but is similar in scale as well with a 5 3/8 vertical dimension. The proposed color is natural finish to reduce the perceived mass of the new building while not distracting from the historic resource. The proposed new building will consist of various elements that add interest and contrast. Roof facias and wing walls will be finished in a contrasting painted metal. This metal is to be the same color as the metal roofing on the two primary gables. and color complements the adjacent wood finished siding. These contrasting elements are necessary for aesthetic purposes but will be minimized to adhere to the traditional sense of human scale historic properties contain. The proposed color is classic bronze from Drexel Metals, which has a low reflectivity index number. The proposed fenestration new building, where visible to the public, relates in size and shaped to those of the historical resource (11.6). The proportions of the historic doors and double hung windows are transferred to the new buildings doors and windows as well. The new building stairwell contains an expensive amount of glass, however, the panels are broken to tall and narrow panes to relate to the surrounding proportions. A non-orthogonal window is being proposed in the living and dining room. The living room window (south/street facing), will be blocked from street view by the historic resource. The dining room window (north/alley facing) will only be seen by the neighbor/s across the alley. The proposed window package is to be either aluminum-clad wood windows. or aluminum windows; the color to match the roofing material or be a neutral, charcoal, dark gray color. 49 WWW.RIVERSTONESC.COM Project- 406 W. Smuggler Residence Address – 406 W. Smuggler Aspen, CO 81611 Architect – Kim Raymond Architecture Title – Relocation of Existing Historical Structure Date- 08.08.25 To whom it may concern: As the structural engineer of record for the above referenced project, myself and/or my staff under my direct supervision will be involved with monitoring and advising during the historical house relocation efforts. A structure relocation expert with experience in this type of relocation has also been engaged and will be responsible for ensuring the existing structure is properly shored and reinforced as necessary (under our supervision) prior to and during relocation and placement. It is our opinion that given proper precautions and efforts to reinforce the existing structure where necessary, the existing structure can be relocated successfully. Respectfully, Jake Timmons, PE Engineer of Record PROFESSIONA L E N GIN EER COLORA D O LICEN S E DPATRICK E D WARD BIRDRYANTI M MONSJA C O B 0063887 50 LX1 - LOWER LEVEL EXTERIOR LIGHTING PLAN David Craige | CLC | IALD 209 Hillside Lane Telluride, CO 81435 970.729.1403 A D D R E S SP R O J E C TSUBMITTALDWG TITLESHEET INDEX2025.04.03 HPC SUBMISSION 2025.04.25 HPC KRAI SELECTIONS 2025.11.18 HPC CORRECTIONS 01.06.2026 HPC SUBMITTAL DWG NO.LX2 - MAIN LEVEL EXTERIOR LIGHTING PLAN LX3 - UPPER LEVEL EXTERIOR LIGHTING PLAN SMUGGLER 406 WEST SMUGGLER STREET ASPEN,COLORADO 81611 EXTERIOR LIGHTING PLAN LX0 51 LX1 - LOWER LEVEL EXTERIOR LIGHTING PLAN David Craige | CLC | IALD 209 Hillside Lane Telluride, CO 81435 970.729.1403 A D D R E S SP R O J E C TSUBMITTALDWG TITLESHEET INDEX2025.04.03 HPC SUBMISSION 2025.04.25 HPC KRAI SELECTIONS 2025.11.18 HPC CORRECTIONS 01.06.2026 HPC SUBMITTAL DWG NO.LX2 - MAIN LEVEL EXTERIOR LIGHTING PLAN LX3 - UPPER LEVEL EXTERIOR LIGHTING PLAN SMUGGLER 406 WEST SMUGGLER STREET ASPEN,COLORADO 81611 CL BKH CL BKH CL BKH BKH CL BKH CL MO2 A BL TW MM ID SQUARE RECESSED CAN B C RECESSED DOUBLE APERTURE RECESSED PUCK LIGHT BKV/BKH EXTERIOR STEP LIGHT U IN GROUND UPLIGHT CLD CLOSET FIXTURE PER NEC SURFACE MOUNT UTILITY LIGHT MONORAIL SYSTEMS TWW UPLIGHT SCONCE VA READING LIGHT W/ INTEGRAL SWITCH EXTERIOR GAS SCONCE SEMI FLUSH DECORATIVE FIXTURE IDP INTERIOR WALL MOUNTED SCONCE HANGING FIXTURE PROJ LIGHTING / SHADING KEYPAD CLOSET SQUARE RECESSED CAN WALL GRAZE RECESSED CAN WALL MOUNTED ART LIGHTING M INTERIOR MONOPOINT VP VAPOR PROOF FIXTURE P EXT4 HISTORIC EXTERIOR SCONCE EXT3 EXTERIOR PENDANT MAKEUP MIRROR DOUBLE HEADED MONOPOINT PENDANT LED STRIP W/ STRAIGHT CHANNEL VANITY SCONCE PROJECTOR ROUND RECESSED CAN RECESSED CAN H F1-4' F1-2'2' CLOSET RATED FIXTURE PER NEC 4' CLOSET RATED FIXTURE PER NEC F LED SURFACE MOUNT FIXTURE S INTERIOR STEP LIGHT EX#LANDSCAPE LOAD NUMBER VERTICAL LED STRIPPD VERTICAL ARCHITECTURAL LEDEW BW BOOT WARMERS EWC ARCHITECTURAL LED ES STAIR HANDRAIL LED EC AG C1 SHOWER SQUARE RECESSED CAN WALL UPLIGHTDX K VERGE CORNER WALL MOUNTED MONORAIL EXT2 EXTERIOR SCONCE DARK SKY RATED PD FLOATING MIRROR SA READING LIGHT MINI RECESSED SQUARE FLANGELESS RECESSED CAN A1 LAP PD1 WET RATED LED STRIP ML MIRROR W/ INTEGRATED LIGHTING POOL LIGHT VP1 VAPOR PROOF WALL MOUNT HX UNDER WATER LED PANELEW1 D2 RECESSED TRIPLE APERTURED3 H1 ADJUSTABLE PUCK LIGHT WW RECESS WALL WASHER PD45 LED IN 45 DEGREE CHANNEL PX PDR WET RATED LED STRIP HM MX A2 FUTURE KEYPAD EXT5 EXTERIOR DECORATIVE BOLLARD LIGHTING SYMBOL DRAWING LEGEND PM PATH MARKER BARBEQUE FIXTURE CAS EXT1 EXTERIOR SCONCE BBQ EWC GAS IDS LANDSCAPE PATH M MOTION SENSOR PD RECESS TROUGH LIGHTING SPA LIGHTPX1 EXTERIOR MONOPOINT X Z IDPT SUSPENDED LINEAR ROUND FIXED 1" RECESSED CANAP ES HANDRAIL SPOT LED TL FAN CEILING FAN T $m $3 $f MOTORIZED SHADE #LOAD NUMBER CLOCK RECEPTACLEC INTEGRATED WALL BOX SMART DIMMER THREE WAY SWITCH EXHAUST FAN SWITCH WITH TIME OUT EXHAUST FANFN PNL LIGHTING MODULE ENCLOSURE S TRANSFORMER / DRIVER TABLE LAMP SWITCHED OUTLET Tc TIME CLOCK MOTORIZED BLACK OUT SHADE SB MOTORIZED DRAPERY DP MTV TELEVISION $j JAMB SWITCH J IN GROUND JUNCTION BOX PLUG STRIP ELECTRICAL SYMBOL DRAWING LEGEND FLOOR RECEPTACLEFL FK CEILING FAN LIGHT KIT PGS FIREPLACE CONTROLFP GROUND FAULT OUTLETGFI OUTLET / USBRU LOWER LEVEL EXTERIOR LIGHTING PLAN LX11 LX1 LOWER LEVEL EXTERIOR LIGHTING PLAN SCALE: 1/4" = 1'-0" 52 LX1 - LOWER LEVEL EXTERIOR LIGHTING PLAN David Craige | CLC | IALD 209 Hillside Lane Telluride, CO 81435 970.729.1403 A D D R E S SP R O J E C TSUBMITTALDWG TITLESHEET INDEX2025.04.03 HPC SUBMISSION 2025.04.25 HPC KRAI SELECTIONS 2025.11.18 HPC CORRECTIONS 01.06.2026 HPC SUBMITTAL DWG NO.LX2 - MAIN LEVEL EXTERIOR LIGHTING PLAN LX3 - UPPER LEVEL EXTERIOR LIGHTING PLAN SMUGGLER 406 WEST SMUGGLER STREET ASPEN,COLORADO 81611 EXT2 CL EXT2 EXT2 CL EXT2 CL EXT4 CL EXT4 CL EXT2a EXT2a CL CL EXT1 CL EXT1 CL CL LAP PATH TO SMUGGLER LAPLAP window well MO2 A BL TW MM ID SQUARE RECESSED CAN B C RECESSED DOUBLE APERTURE RECESSED PUCK LIGHT BKV/BKH EXTERIOR STEP LIGHT U IN GROUND UPLIGHT CLD CLOSET FIXTURE PER NEC SURFACE MOUNT UTILITY LIGHT MONORAIL SYSTEMS TWW UPLIGHT SCONCE VA READING LIGHT W/ INTEGRAL SWITCH EXTERIOR GAS SCONCE SEMI FLUSH DECORATIVE FIXTURE IDP INTERIOR WALL MOUNTED SCONCE HANGING FIXTURE PROJ LIGHTING / SHADING KEYPAD CLOSET SQUARE RECESSED CAN WALL GRAZE RECESSED CAN WALL MOUNTED ART LIGHTING M INTERIOR MONOPOINT VP VAPOR PROOF FIXTURE P EXT4 HISTORIC EXTERIOR SCONCE EXT3 EXTERIOR PENDANT MAKEUP MIRROR DOUBLE HEADED MONOPOINT PENDANT LED STRIP W/ STRAIGHT CHANNEL VANITY SCONCE PROJECTOR ROUND RECESSED CAN RECESSED CAN H F1-4' F1-2'2' CLOSET RATED FIXTURE PER NEC 4' CLOSET RATED FIXTURE PER NEC F LED SURFACE MOUNT FIXTURE S INTERIOR STEP LIGHT EX#LANDSCAPE LOAD NUMBER VERTICAL LED STRIPPD VERTICAL ARCHITECTURAL LEDEW BW BOOT WARMERS EWC ARCHITECTURAL LED ES STAIR HANDRAIL LED EC AG C1 SHOWER SQUARE RECESSED CAN WALL UPLIGHTDX K VERGE CORNER WALL MOUNTED MONORAIL EXT2 EXTERIOR SCONCE DARK SKY RATED PD FLOATING MIRROR SA READING LIGHT MINI RECESSED SQUARE FLANGELESS RECESSED CAN A1 LAP PD1 WET RATED LED STRIP ML MIRROR W/ INTEGRATED LIGHTING POOL LIGHT VP1 VAPOR PROOF WALL MOUNT HX UNDER WATER LED PANELEW1 D2 RECESSED TRIPLE APERTURED3 H1 ADJUSTABLE PUCK LIGHT WW RECESS WALL WASHER PD45 LED IN 45 DEGREE CHANNEL PX PDR WET RATED LED STRIP HM MX A2 FUTURE KEYPAD EXT5 EXTERIOR DECORATIVE BOLLARD LIGHTING SYMBOL DRAWING LEGEND PM PATH MARKER BARBEQUE FIXTURE CAS EXT1 EXTERIOR SCONCE BBQ EWC GAS IDS LANDSCAPE PATH M MOTION SENSOR PD RECESS TROUGH LIGHTING SPA LIGHTPX1 EXTERIOR MONOPOINT X Z IDPT SUSPENDED LINEAR ROUND FIXED 1" RECESSED CANAP ES HANDRAIL SPOT LED TL FAN CEILING FAN T $m $3 $f MOTORIZED SHADE #LOAD NUMBER CLOCK RECEPTACLEC INTEGRATED WALL BOX SMART DIMMER THREE WAY SWITCH EXHAUST FAN SWITCH WITH TIME OUT EXHAUST FANFN PNL LIGHTING MODULE ENCLOSURE S TRANSFORMER / DRIVER TABLE LAMP SWITCHED OUTLET Tc TIME CLOCK MOTORIZED BLACK OUT SHADE SB MOTORIZED DRAPERY DP MTV TELEVISION $j JAMB SWITCH J IN GROUND JUNCTION BOX PLUG STRIP ELECTRICAL SYMBOL DRAWING LEGEND FLOOR RECEPTACLEFL FK CEILING FAN LIGHT KIT PGS FIREPLACE CONTROLFP GROUND FAULT OUTLETGFI OUTLET / USBRU MAIN LEVEL EXTERIOR LIGHTING PLAN LX21 LX2 MAIN LEVEL EXTERIOR LIGHTING PLAN SCALE: 1/4" = 1'-0" 53 pg. 1[PH ] +1-210-227-7329 [FA X ] +1-210-227-4967 ©2025 Lucifer® Lighting Company As part of its policy of continuous research and product development, the company reserves the right to change or withdraw specifications without prior notice. luciferlighting.com [DATE OF REV: 02142025] ® ORDERING INFORMATION AND DRAWINGS - FIXTURE PATHLIGHTS STEALTH AND IMPACT® •Available with Bollard mounting, please visit WEBSITE for additional information. •Double Impact ISL2 pathlight available, please visit WEBSITE for additional information. LED Regressed DC LED with slot aperture for glare-free, energy-efficient path and step lighting; suitable for dry / damp or wet applications. Dimming by power supply. MEDIA Provided with sealed polycarbonate linear diffusion lens; consult factory for availability of color gels, which may achieve custom color temperatures. LOCKING Discreetly hidden tamper-resistant set screws. Included with IP65 Wet location luminaire. GASKET Foam gasket provided. Required for IP65 wet location applications only. RETENTION Torsion spring clips secure fixture into back box, mounting plate, or appropriately sized cut-out. A B C D E B EC A D 1.60” 2.59” 1.61” 2.75” 0.94” 0.125” B EC A D 2.59" 66mm 1.58”1.61” 0.125” 1.70” 2.59” 2.75” STEALTH (SSL1) IMPACT (ISL1) Low glare path lights lead the way through the out of doors, as built-ins or from freestanding bollards. Quick Ship Product. All rough in components ship within 10 days up to quantities of 100. PROJECT NAME:TYPE: FIXTURE RATING FLANGE FINISH CRI / WATTAGE PACKAGE CCT SSL1 Stealth Steplight ISL1 Impact Steplight 1 Dry / Damp (Non-Locking) 2 Wet (Locking) POWDER COAT FINISH WH White BK Black AG Satin Silver AB Architectural Bronze CF Custom Finish* *(Consult Factory) NATURAL FINISH IG Industrial Gray SS Brushed Stainless Steel BR Brushed Bronze NB Natural Bronze STEALTH & IMPACT 90L04B 90+ CRI, 4.2 Watts SSL1 Delivered Lumens - 89 ISL1 Delivered Lumens - 134 27 2700K 30 3000K 35 3500K 40 4000K CC Custom Color (gel) * Color Temp: ________K *(Custom gels assigned unique suffix upon receipt of order. Contact Product Support for guidance.) 54 DLED-129-SSD Slim Nancy LED Path Illuminator Solid Brass Up or Down Interior or Exterior Accent Lighting Fixture Lamping: 1 x 3W LED 2” 5” 3-1/2” 1/8” 5” DL-281 Mounting Box 2” 1/2” top and bottom knock-out 5” Mounting Bracket DL-281 Mounting Box Driver Support Bracket Electronic Transformer 3-1/2” Ordering Example: DLED-129-SSD-120V-B-DRY-DLED-306-40°-5 (includes solid state driver and back box) ©2017 Dreamscape Lighting Specifications are subject to change Without notice. 5521 W. Washington Blvd. Los Angeles, CA 90016 Telephone: (323) 933-5760 FAX: (323) 933-3607 www.dreamscapelighting.com info@dreamscapelighting.com DLED-129-SSD- PATH_10/17/2018 PROJECT TYPE CATALOG NUMBER Fixture Description: A 2” wide cast brass wet and dry location path light utilizing a 3 watt energy saving 35,000 hour LED lamp for uplighting, downlighting, wall washing or grazing illumination techniques. Construction: A solid brass sand casting with a glass sealed louvered aperture. Electrical: DLED-129-12V: Remote 12V power supply required. DLED-129-SSD: 120V or 277V feed wire to LV. Integral electronic solid state power supply requiring a 120V-AC feed and supplying 12 Volt AC power to the led module. Power supply is dimmable using reverse phase technology with a neutral present. Mounting: Solid brass 8/32” Phillips screws mount faceplate to custom housing or directly to surface. NOTE: Fixture may be mounted directly to surface without DL-281 Box and powered by a remote transformer. Finishes: 1. Verde, 2. Satin Nickel, 3. Copper Bronze, 4. White, 5. Ancient Bronze, 6. Brass Bronze, 7. Custom, 8. Copper Plate, 9. Ancient Verde, 10. Grey Bronze, 11. Rust Brown*, 12. Black*, 13. Pewter, 14, Oil-Rubbed Bronze, 15. Copper Edged Bronze, 16. Black Iron Textured Matte*, 17. Copper Bronze Powder Coat*, 18. Marine Bronze*. *Powder Coast Finish. Labels: ETL Listed Cat. Number DL-281 Description Brass Housing Mounting Box for DLED-129 LED Cat. Number DLED-306 Description 3W 2750K LED, 15°-40°-60°-80° 150 lumens 12V AC/DC, Optional beam patterns available Mounting gasket 3W LED Lamp Louver Glass lens 1/4” 4” 2” 2-1/8” To Form a Catalog Number: Part No. DLED-129-SSD Voltage 120 Lens B Location Mounting WET Direction Lamp DLED-306 Finish 5 Which Specifies: DLED-129-SSD Includes DL-281 mounting box and SSD driver. DLED-129 12V Slim Nancy fixture only. No box or driver included. DL-281 Mounting Box for DLED-129 and DLED-129-SSD. Diagram at upper right. 2” Shallow Box Available. 120V 277V 12V (DLED-129 only) A - Clear Lens B - Diffusion DRY UP WET DOWN DAMP DLED-306 3W 2750K LED 15° 40° 60° 80° See finishes. 55 DX 56 PRODUCT DETAILS: Aluminum material ensures this piece can withstand strenuous outdoor conditions Wet Rated Mounted at a point of entry, wall mount lights provide safety and security with a welcoming element Classic lines and heritage details complement traditional architecture Outdoor finishes carry a 2-year warranty Dark Sky compliant design limits light pollution in surrounding outdoor spaces FOUNDRY CLASSIC 10342TK MEDIUM WALL MOUNT BARN LIGHT Decidedly industrious, Foundry is reinventing purposeful lighting. Focused and direct, the sturdy aluminum shade features knurled brass details to offset the Gloss White, Museum Bronze or Textured Black finish while casting a uniform light. The simple, understated form plants a vintage aesthetic for both inside and outside spaces while offering mix and match options that customize the look. DETAILS FINISH:Textured Black MATERIAL:Aluminum SHADE:Metal DIMMABLE:YES - WITH DIMMABLE LAMP (NOT INCLUDED) DIMENSIONS WIDTH:12" HEIGHT:13.8" WEIGHT:5lb BACK PLATE:6" Dia. EXTENSION:24” TOP TO OUTLET:9.75" LIGHT SOURCE LIGHT SOURCE:Socketed WATTAGE:1-14w Med. LED, 100w Equiv. VOLTAGE:120v SHIPPING CARTON LENGTH:20.8 CARTON WIDTH:14.5 CARTON HEIGHT:11 CARTON WEIGHT:8 Powered by TCPDF (www.tcpdf.org) HINKLEY 33000 Pin Oak Parkway Avon Lake, OH 44012 PHONE: (440) 653-5500 Toll Free: 1 (800) 446-5539 hinkley.com EXT 1 57 GLOBE 6W | 480 lm | 2200K GLOB-6W-2200K-E26-NT-120V Globe 6W 2200K E26 Non-Tinted US LED Bulb Bulb diameter: 2 3/8 in Bulb length: 4 1/4 in Glass shape: A19 Base: E26 Materials: glass and nickel Glass finish: Clear Weight: 0.07 lbs Max. working temp.: Max. 40°C IP rating: IP54 Power: 6W Current: 0.06 A Voltage: 110-120V~ V Frequency: 50/60Hz Power factor: 0.9 Efficiency: 80 lm/W Lifetime: 30000 hrs CCT: 2200K Lumens: 480 lm Incandescent equiv.: 41W Flicker: <5% Beam angle: 360° Light source: LED CRI: 95Ra R9: 70 TM30 - Rg 100 TM30 - Rf 90 PHYSICAL ILLUMINATION ELECTRICAL WARRANTY 2 years EAN 5061046291932 IES/LDT photometry files and product photography available on request DIMMING Dimmable 0-100% Recommended dimmer: Lutron Diva DVELV-300P (For a full list of recommended and compatible dimmers see website) Specification subject to change without notice. Refer to our website for the most recent product documentation. Tala designs in the EU/UK are protected by registered and or unregistered design rights Tala Energy Ltd. 25b Vyner Street, London, E2 9DG, United Kingdom Tala North America, Inc., 2 Research Place, Suite 300, Rockville, MD 20850 talalighting.com | hello@tala.co.uk | +1 (240) 724-8111 Lamp Types EXT1 - EXT2a - EXT4 58 PRODUCT 0000 © 2000-2023 FUSE LIGHTING. ALL RIGHTS RESERVED. FUSE lighti n g STOCKHOLM OUTDOOR SCONCE X-9087 PATINATED BRONZE EXT 2 59 fuselighting.com © COPYRIGHT FUSE LIGHTING. ALL RIGHTS RESERVED. 2023 X-9087 HEIGHT: 14” WIDTH: 7” PROJECTION: 4” MOUNTING PLATE: 6” X 13” BLINDMOUNT (15.2 X 33 CM) WEIGHT: 7.5 LBS WIRING: DIMMABLE 4 W LED 2700 K, 90+ CRI J-BOX LOCATION: APPROX. 7” (17.8CM) FROM TOP OF FIXTURE ADA COMPLIANT X (35.5 CM) (17.8 CM) (10.2 CM) STOCKHOLMOUTDOORSCONCE METAL FINISHES PATINATED BRONZE MARINE OIL RUBBED BRONZE SCONCE (INSIDE) 9087 230 lumens per MOD Design 60 1/28/25, 9:27 PM Page 1 of 2about:srcdoc Revere Small Outdoor Sconce Base Item #:302038 Selected Options Lamping Incandescent (SKT) Finish Oil Rubbed Bronze (14) Accent Oil Rubbed Bronze (14) Configured item #:302038-1008 Smart String:302038-SKT-14-14 Image shown may not correspond to selected options Specifications Dimensions Width 9.4" Height 19.1" Depth 4" Product Weight 7 lbs Mounting Height - Vertical 13.4 Mounting Direction Vertical Lamping Information Lamping Spec Socket Type Medium Bulb Par20, 75 Watt Max Number of Bulbs 1 (not included) Location Rating UL Outdoor Wet Safety Rating UL|CUL listed Recommended Bulb 1 Base E26 Medium Type Or Shape PAR20 Wattage 6.5 Color Temp 3000 Manufacturer Bulbrite Item Number LED6PAR20/NFL25/930/WD/2 Qty Per Product 1 Included No Options Lamping Incandescent (SKT) Finish White (02) Oil Rubbed Bronze (14) Natural Iron (20) Coastal Bronze (75) Accent Coastal Burnished Steel (78) White (02) Natural Iron (20) Oil Rubbed Bronze (14) EXT 2a 61 EXT 462 pg. 1[PH ] +1-210-227-7329 [FAX ] +1-210-227-4967 ©2020 Lucifer® Lighting Company As part of its policy of continuous research and product development, the company reserves the right to change or withdraw specifications without prior notice. luciferlighting.com [DATE OF REV: 06292020] ® BOLLARD STEALTH AND IMPACT® ORDERING INFORMATION AND DRAWINGS / DIMENSIONS - FIXTURE / BOLLARD FIXTURE RATING FLANGE FINISH LUMEN PACKAGE CCT POWER SUPPLY MOUNTING OPTION CUSTOM HEIGHT SSL1B Stealth Steplight ISL1B Impact Steplight ISL2B Double Impact Steplight 2 Wet (Locking) POWDER COAT FINISH WH White BK Black AG Satin Silver AB Architectural Bronze CF Custom Finish* *(Consult Factory) STEALTH & IMPACT 80L02B 80+ CRI, 200 Source Lumens SSL1 Delivered Lumens - 33 ISL1 Delivered Lumens - 43 DOUBLE IMPACT 80L04B 80+ CRI, 400 Source Lumens ISL2 Delivered Lumens - 150 27 2700K 30 3000K 35 3500K 40 4000K CC Custom Color (gel) * Color Temp: ________K *(Custom gels assigned unique suffix upon receipt of order. Contact Product Support for guidance.) INTEGRAL 120-AT2 Leading edge / Trailing edge / 0-10V Analog (supports 1 fixture) 277-AT2 Leading edge / Trailing edge / 0-10V Analog (supports 1 fixture) REMOTE REM Specified separately in remote power supply section BD Bolt-Down* *(fasteners not included) CP Concrete Pour* *(Includes J-Bolts) SD Stake-Down* *(Not recommended for integral power supply configurations) Leave blank unless specifying custom height Standard bollard height is 21”. When specifying custom height, include dimension at end of model number in inches (max 48”; minimum 09” with remote power supply; minimum 14” with integral power supply) BOLLARD Freestanding mount for use with Stealth, Impact or Double Impact fixtures. Receives luminaire for flush installation. *Standard luminaire centerline is 3.00” (76mm) from the top of the bollard. Consult factory for custom luminaire heights. **Standard Bollard height is 21.00” (533mm); minimum height for remote powered Bollard is 9” (229mm); minimum height for integral powered Bollard is 14” (356mm); maximum height 48” (1.2m). A A*3.00 luminaire centerline 3.00” Sq. **21.00” 5.00” 3.00” ISL1 / SSL1 (B1)ISL2 (B2) PART NUMBER NOTES• Fixture ships as e.g., ISL2-2-AB-80L02B3• Bollard ships as e.g., B2-AB-INT-1AT2-BD-30 Low glare path lights lead the way through the out of doors, as built-ins or from freestanding bollards. PROJECT NAME:TYPE: 63 pg. 3[PH ] +1-210-227-7329 [FAX ] +1-210-227-4967 ©2020 Lucifer® Lighting Company As part of its policy of continuous research and product development, the company reserves the right to change or withdraw specifications without prior notice. luciferlighting.com [DATE OF REV: 06292020] ® BOLT-DOWN (BD) Base is bolted directly onto mounting surface with customer-furnished hardware. Bollard then attaches to base with supplied screws. CONCRETE POUR (CP) Base features integral zinc-plated J-bolts for secure concrete pour mounting. Bollard then attaches to base with supplied screws. STAKE-DOWN (SD) Base is outfitted with stake and comes attached to Bollard for inserting into ground. Not recommended for integral power supply configurations. B C D 14.00” 4.00” 1.75”Sq. 2.73” Sq. Ø0.28”Sq. Ø0.88” B DC Top View 2.73” Sq.2.73” Sq. 2.73” Sq. Top View 0.80” 4.72” Ø0.28” Ø0.88” 1.48” 2.72” B DC 4.72” 2.72” 4.72” 14.00” 2.72” 4.72” 4.00” 2.72” BOLLARD DRAWINGS / DIMENSIONS - MOUNTING OPTIONS ISL1 / SSL1 (B1) ISL2 (B2) 64 pg. 4[PH ] +1-210-227-7329 [FAX ] +1-210-227-4967 ©2020 Lucifer® Lighting Company As part of its policy of continuous research and product development, the company reserves the right to change or withdraw specifications without prior notice. luciferlighting.com [DATE OF REV: 06292020] ® BOLLARD LED Regressed LED with slot aperture for glare-free, energy- efficient path and step lighting; suitable for dry / damp or wet applications. 3.4W DC LED (SSL1 / ISL1) or 6.5W DC LED (ISL2) (dimming by power supply). EFFECTS DEVICES Provided with sealed polycarbonate linear diffusion lens; consult factory for availability of color gels, which may achieve custom color temperatures. LOCKING Discreetly hidden tamper-resistant set screws. Included with IP65 Wet location luminaire. GASKET Foam gasket provided. Required for IP65 wet location applications only. RETENTION Torsion spring clips secure fixture into back box, mounting plate, or appropriately sized cut-out. E F G H I F IG E H 1.60” 2.59” 1.61” 2.75” 0.94” 0.125” F IG E H 2.59" 66mm 1.58”1.61” 0.125” 1.70” 2.59” 2.75” STEALTH (SSL1) IMPACT (ISL1) DRAWINGS / DIMENSIONS - FIXTURE F IG E H 1.70"1.70" 43m43mmm 1.61" 41m1.61" 41mmm 3m3mmm .125".125"4.28” 1.70” 3.27” 2.75” 1.61” 0.125” DOUBLE IMPACT (ISL2) 65 LX1 - LOWER LEVEL EXTERIOR LIGHTING PLAN David Craige | CLC | IALD 209 Hillside Lane Telluride, CO 81435 970.729.1403 A D D R E S SP R O J E C TSUBMITTALDWG TITLESHEET INDEX2025.04.03 HPC SUBMISSION 2025.04.25 HPC KRAI SELECTIONS 2025.11.18 HPC CORRECTIONS 01.06.2026 HPC SUBMITTAL DWG NO.LX2 - MAIN LEVEL EXTERIOR LIGHTING PLAN LX3 - UPPER LEVEL EXTERIOR LIGHTING PLAN SMUGGLER 406 WEST SMUGGLER STREET ASPEN,COLORADO 81611 BKH CL BKH CL EQ EQ DX DX MO2 A BL TW MM ID SQUARE RECESSED CAN B C RECESSED DOUBLE APERTURE RECESSED PUCK LIGHT BKV/BKH EXTERIOR STEP LIGHT U IN GROUND UPLIGHT CLD CLOSET FIXTURE PER NEC SURFACE MOUNT UTILITY LIGHT MONORAIL SYSTEMS TWW UPLIGHT SCONCE VA READING LIGHT W/ INTEGRAL SWITCH EXTERIOR GAS SCONCE SEMI FLUSH DECORATIVE FIXTURE IDP INTERIOR WALL MOUNTED SCONCE HANGING FIXTURE PROJ LIGHTING / SHADING KEYPAD CLOSET SQUARE RECESSED CAN WALL GRAZE RECESSED CAN WALL MOUNTED ART LIGHTING M INTERIOR MONOPOINT VP VAPOR PROOF FIXTURE P EXT4 HISTORIC EXTERIOR SCONCE EXT3 EXTERIOR PENDANT MAKEUP MIRROR DOUBLE HEADED MONOPOINT PENDANT LED STRIP W/ STRAIGHT CHANNEL VANITY SCONCE PROJECTOR ROUND RECESSED CAN RECESSED CAN H F1-4' F1-2'2' CLOSET RATED FIXTURE PER NEC 4' CLOSET RATED FIXTURE PER NEC F LED SURFACE MOUNT FIXTURE S INTERIOR STEP LIGHT EX#LANDSCAPE LOAD NUMBER VERTICAL LED STRIPPD VERTICAL ARCHITECTURAL LEDEW BW BOOT WARMERS EWC ARCHITECTURAL LED ES STAIR HANDRAIL LED EC AG C1 SHOWER SQUARE RECESSED CAN WALL UPLIGHTDX K VERGE CORNER WALL MOUNTED MONORAIL EXT2 EXTERIOR SCONCE DARK SKY RATED PD FLOATING MIRROR SA READING LIGHT MINI RECESSED SQUARE FLANGELESS RECESSED CAN A1 LAP PD1 WET RATED LED STRIP ML MIRROR W/ INTEGRATED LIGHTING POOL LIGHT VP1 VAPOR PROOF WALL MOUNT HX UNDER WATER LED PANELEW1 D2 RECESSED TRIPLE APERTURED3 H1 ADJUSTABLE PUCK LIGHT WW RECESS WALL WASHER PD45 LED IN 45 DEGREE CHANNEL PX PDR WET RATED LED STRIP HM MX A2 FUTURE KEYPAD EXT5 EXTERIOR DECORATIVE BOLLARD LIGHTING SYMBOL DRAWING LEGEND PM PATH MARKER BARBEQUE FIXTURE CAS EXT1 EXTERIOR SCONCE BBQ EWC GAS IDS LANDSCAPE PATH M MOTION SENSOR PD RECESS TROUGH LIGHTING SPA LIGHTPX1 EXTERIOR MONOPOINT X Z IDPT SUSPENDED LINEAR ROUND FIXED 1" RECESSED CANAP ES HANDRAIL SPOT LED TL FAN CEILING FAN T $m $3 $f MOTORIZED SHADE #LOAD NUMBER CLOCK RECEPTACLEC INTEGRATED WALL BOX SMART DIMMER THREE WAY SWITCH EXHAUST FAN SWITCH WITH TIME OUT EXHAUST FANFN PNL LIGHTING MODULE ENCLOSURE S TRANSFORMER / DRIVER TABLE LAMP SWITCHED OUTLET Tc TIME CLOCK MOTORIZED BLACK OUT SHADE SB MOTORIZED DRAPERY DP MTV TELEVISION $j JAMB SWITCH J IN GROUND JUNCTION BOX PLUG STRIP ELECTRICAL SYMBOL DRAWING LEGEND FLOOR RECEPTACLEFL FK CEILING FAN LIGHT KIT PGS FIREPLACE CONTROLFP GROUND FAULT OUTLETGFI OUTLET / USBRU UPPER LEVEL EXTERIOR LIGHTING PLAN LX31 LX3 UPPER LEVEL EXTERIOR LIGHTING PLAN SCALE: 1/4" = 1'-0" 66 1415161718192021221234567810111213 14 15 16 17 18 19 20 21 22 23 D33 ELECTRICALPANELELECTRICALPANELT.O. FINISHED FLOOR 100'-0 3/4"HP1CU 1CU 2CU 31 2 3 LIGHT WELL #3 #2 #6 #7 #8 #25 #22 #10 #14 #11 #12 #13 #5 #9 #26 #23 #27 #24 #21 #20 #19 #15 #16 #17 #18 #4 #1 C C PLANTER0 5 10 20 7893Smuggler Street78947894 7894 7 8 9 4 789578937892Alley 7892 7892SHED Lot-O Lot-R Residence (Finish Floor Elev. = 7893.9') Garage (Finish Slab Elev. = 7892.6') Residence (Finish Floor Elev. = 7893.9') Property Line 10'-0" Setback 5'-0" Setback10'-0" Setback 3'-0" Walkway (185 sq.ft. pavers set on 3" and setting bed.)3'-0" Concrete Walkway (77 sq. ft. of broom finish 4" concrete.4,000 psi @ 28 days. Reinforce as required by structural engineer.) Paver Walkway (1.5 to 2" stone pavers set on 3" sand setting bed.1'-8 x 3'-4" w/ 1" gaps. Gaps to be filled with 1/4" Pea Gravel.Stone to be selected by owner.) Driveway / Parking Area (142 sq. ft. of pervious pavers with a 8" concrete border.) 3"Sleeve (3" PVC Irrigation Sleeve.) Property Line Existing Trees (To remain.) UTILITY EASEMENT Building BelowDriveway (227 sq. ft. of broom finish 5.5" concrete.4,000 psi @ 28 days. Reinforce as required by structural engineer.) Entry Porch (80 sq.ft. pavers set on 4" concrete underlayment.See architects drawings for specifications.)Proposed Deck (See architect's drawings for details.) 5'-0" Setback Gravel Area (Remove topsoil, line with weed control fabric, edge w/ 4" roll top metal edging, fill with 1/2" screened rock.) 12" Gravel Border (Remove topsoil around foundation, line with weed control fabric, edge w/ 4" roll top metal edging, fill with 1/2" screened rock.) Gravel Area (Remove topsoil, line with weed control fabric, edge w/ 4" roll top metal edging, fill with 1/2" screened rock.) 3"Sleeve (3" PVC Irrigation Sleeve.) 6'-6" 3'-0"3'-0"61'-9"6'-0"3'-0"11" 1'-8" 1" 1'-8"3'-4"1"1'-8"1"3'-4"1"2'-10"1"18'-4"9'-1"5'-1"1'-0"1'-0" General Notes and Specifications 1. LOCATE ALL UTILITIES. Contractor shall field verify existing grades, utilities and conditions, and notify the owner of any discrepancies before starting work, making modifications as directed by the Landscape Architect. contractor will be required to complete the work of this project according to the proposed drawings, details and specifications. If conflicts arise in the field, contact the Landscape Architect for resolution. Contractor shall take sole responsibility for any costs incurred due to damage of said utilities.2. Verify locations and conditions of existing trees and plant material prior to beginning work. Contractor shall take appropriate measures to protect them and avoid compaction within the drip lines. Avoid cutting roots over 1" diameter. Existing plant material damage by contractor shall be replaced at contractors expense. Snow fencing shall be installed around the drip line of each existing tree.3. All approved snowmelt, slot drains, pipe, and other encroachments in the City Right -of -Way will require a revocable permanent encroachment license, after construction, but prior to the Certification of Occupancy. The Builder must submit for, and receive said license from the City of Aspen. 4. See Civil Engineer's drawings for grading and drainage information.5. Contractor shall be responsible for obtaining all permits.Layout and Materials Plan406 W. SmugglerLot P&Q, Aspen, ColoradoDate: Revised: Sheet: L - 1 October 29, 2025 Scale: 1/8" = 1'- 0"North67 1415161718192021221234567810111213 14 15 16 17 18 19 20 21 22 23 D33 ELECTRICALPANELELECTRICALPANELT.O. FINISHED FLOOR 100'-0 3/4"HP1CU 1CU 2CU 31 2 3 LIGHT WELL #6 #7 #8 #25 #22 #10 #14 C C PLANTERPlanting Notes: 1. Location of all trees shall be staked and approved by Landscape Architect prior to final installation.2. Exact placement and shape of planting beds shall be reviewed by Landscape Architect prior to final installation.3. Verify locations of all pertinent existing site improvements and utilities already installed prior to commencing planting work. If any part of the this plan cannot be implemented due to site conditions, contact the Landscape Architect for instructions prior to commencing work4. Four inch steel edging shall be installed between all grass areas and planting beds.5. All planting beds shall receive 4" small Pine bark mulch.6. Grades shown in the landscape areas are finish grades, including 6" of topsoil in lawn areas and 12" of topsoil in planting areas. See City of Aspen "Soil Criteria" on this sheet for soil specifications.7. See Civil Engineer's Plan for grading and drainage information. Organic Mulch: a. Shall be applied at one (1) cubic yard per eighty (80) square feet at a depth of four (4) inches, and as appropriate to each species. b. Shall be applied to the soil surface, not against the plant stem or high against the base of trunks to minimize disease. c. Organic mulch material includes bark and wood chips, Avoid mulch consisting of construction debris such as pallets. Inorganic Mulch: a. Inorganic mulch includes rock, gravel, or pebbles, b. Rock mulch shall have a minimum depth of two inches (2") City of Aspen Water Efficient Landscaping Standards Mulch Criteria Soil Amendment: a. Topsoil of irrigated grasses (including turf) , shrubs, perennials, and annuals shall be a sandy loam to a depth of at least 6 inches (6") containing at least 5 percent (5%) organic matter by volume. b. Tree soil must be a sandy loam and 36" deep for areas where trees are planted. The total soil depth shall have at least one to three percent (1-3%) organic matter by volume. (NOTE: If in turf, top soil should be 6" and have 5% organic matter by volume.) In good existing soils, dig and turn the soils to three times the dimension of the root ball. hard or compacted sub soil or lower soil layers should be broken up to create adequate drainage and avoid trapping water creating saturated and anaerobic conditions in the upper soil layer. In newly developed planting sites, soil depth shall be 20' diameter around the trees to a depth of 36" c. Soil amendment organic matter shall consist of either Class I and Class II compost. Soil Preparation: a. Amendment shall be tilled to a minimum depth of six inches (6") b. Site shall be graded to within two-thenths of a foot (2/10th') of the grading plan. c. Site shall be free of rocks and debris over one inch (1") diameter in size. Rocks and debris 0.5" inch (0.5") to one inch (1") shall not exceed 5 percent (5%) by volume and gravel 0.6" inch (0.6") to 1.25 inches (1.25") shall not exceed 5 percent (5%) by volume. Particles such as concrete, brick, glass, metal, wood or plastic greater than on inch (1") shall not be allowed. The total volume of these materials smaller than one inch (1") shall not exceed 5 percent (5%). d. Site shall be free of dirt clods over three quarter inch (3/4") diameter in size. Dryland seed areas may contain dirt clods up to two inch (2") diameter in size. i. Stockpiling - Stripping and stockpiling of indigenous soil (topsoil) shall be required during construction(except as waived by the City of Aspen). The replacement of this soil, plus additional soil amendments,are critical to successful plant material establishment, ongoing health, and efficient use of water throughthe life of the project. e. The soil shall have no herbicides, heavy metals, biological toxins or hydrocarbons that impact plant growth or exceed the EPA's standards for soil contaminant. f. All applicable soil criteria and standards shall be noted on the landscape design plan. Written verification of approved soil amendment type and volume is required. Projects with inadequate soil amendments and preparation will not be approved. g. Removing sod and amending soil under protected trees requires hand grubbing no deeper than 4 inches. Any additional soil above existing grade limited to a maximum 3 inches (3") h. All Irrigation work performed under protected trees requires hand grubbing no deeper than four inches (4"). Soil Inspection: a. Soil inspections prior to installation of plant material may be conducted by the City of Aspen as deemed necessary and shall include a review of adherence to all criteria and performance standards. b. Written documentation reflecting approved volume and type of soil amendment is required upon inspection. City of Aspen Water Efficient Landscaping Standards Soil Criteria Mulch shall be pulled back 2-3" min. from trunk flare. Mulch should not be touching woody stem or trunk flare. Tree stakes when required due to tree size or environmental circumstances. Only strap style webbing shall be used. 2- 4" of wood mulch over planting pit. Taper mulch to 0" nearing trunk flare. Firmly formed saucer (use back fill soil). Top of saucer should be min. 1" higher than top of mulch. When saucer is in seeded area, seed should go up to top of saucer berm. When tree is located in turf, consider omitting saucer and use depth of sod to contain mulch. All rootball supporting materials (including wire basket) must be removed from the entire top and from a minimum of one third of the side of the rootball and removed from the planting hole prior to backfilling. Refer to ANSI 64.5.5 . Backfill hole with native soil from the site and light organic amendments if needed. Soil must be settled in by thorough saturation of the soil to collapse air pockets in the backfill. The backfill soil shall be installed and settled in layered sections (lifts) to limit future settling and prevent air pockets. The soil directly beneath the rootball should be undisturbed or prepared (compacted) backfill to prevent settling. Refer to ANSI 64.4.3 . Install tree wrap from fall to spring annually on all trees until determined no longer needed from tree bark maturing. Overlap wraps by 30% to second branches. The bottom of the trunk flare (aka root flare) shall be at or slightly above the finished grade. Removal of built up soil from nursery stock may be required to expose trunk flare prior to digging hole and placing tree (refer to Trunk Flare Inspection Detail on this page). Systematically probe the top of the root ball 3-4 inches out from the trunk to locate structural roots and determine correct planting depth. A minimum of 2 structural roots should be located and depths measured. Refer to ANSI A300 part 6 64.5.4 . GENERAL NOTES: 1.City of Aspen Parks and Open Space Dept. adopts and refers to ANSI A300 part 6 as the nationally accepted standard for tree planting practices. Not all parts of this standard are referenced or noted on this detail. 2.This detail is provided to illustrate some of the critical best practices for tree planting and it is understood that site specific details will and should be developed by Landscape Architects, Contractors, and Design Professionals based on tree species, soil conditions, topography, surrounding hard-scapes and infrastructure, and other site and vegetation specific criteria. (2-3 X DIA. OF ROOT BALL) TRUNK FLARE INSPECTION DETAIL Line of finished grade (this should be set or anticipated before planting). Example of sub-standard nursery stock where soil or organic material has built up in container plant or B&B plant covering the root flare. This excess material (red hatch) should either be carefully removed in a process that does not cause harm to the tree, or the nursery stock should be rejected. Refer to ANLA/ANSI Z60.1 SECT. 1 . Refer to irrigation plans when applicable. Use screwdriver/probe to determine depth PRIOR TO PLANTING. Alternatively, cut a "window" in the burlap and remove soil to expose two or more structural roots. Not To Scale TREE PLANTING STANDARDS DETAIL Recommended Mixed Perennials: Shade: Columbine, Bloody Cranesbill, Heartleaf Bergenia, Coral Bells Sun: Yarrow, Black Eyed Susan, Rocky Mt. Penstamen, Lupine, Purple Coneflower, Lavender, Salvia, Daylily, Scarlet Gilia Qty.Common Name / Scientific Name Size Spacing Condition Quaking Aspen / Populus tremuloides 3" cal.9' min.Nursery Grown2 Plant Key #1 18" min.250 6 McKay's White Potentilla / Potentilla fruticosa #5 3' o.c. 790 s.f.Korby Sod "Black Beauty" Fescue/Texas Bluegrass Sod 3 Peking Cottoneaster / Cottoneaster lucidus #5 4' min.Full to base 12 Feather Reed Grass / Calamagrostis acutiflora 'Karl Foerster' #1 Water Usage M L L L L M Estimated Water Usage for Plant: VL=Very Low < 25%; ET0 L=Low 25%-50%; ET0 M=Medium 50%-75%; ET0 H=High >75% ET0 18" o.c. 7 Dark Night Blue Mist Spirea / Caryopteris x clandonensis #5 3' min.L Symbol 3 White Bud Mugo Pine / Pinus mugo 'White Bud'#10 6' min.FullL Spring Snow Crabapple / Malus sp. 'Spring Snow'3" cal.As Shown1 SecimenM 7 Standing Ovation Little Bluestem / Schizachyrium scoparium #1L 18" o.c. 7 Persian Yellow Rose / Rosa foetida 'Persian'#5 4' min.L Bowles Periwinkle / Vinca minor 'Bowles'F32 8" min.14 flats L 790 s.f.Right of Way Sod: Korby Sod "Black Beauty" Fescue/Texas Bluegrass Sod M Tree Protection Notes: 1. Prior to any construction activity all protective fencing and existing utility locations will be marked. 2. An arborist will be hired to make sure all protected trees are fertilized and watered on a regular basis during the entire construction process. Arborist will also do or supervise air spading where necessary. 3. A pre-construction meeting with the City Forester, Parks Dept., Contractor, owner, landscape architect, arborist, and designer, will be held on site to approve fence locations and tree removal. Any adjustments needed will be made at that time. 4. A six-foot chain-link perimeter/tree protection fence with mesh covering and straw wattles will be installed either at the property line perimeter or at the drip line of trees straddling the property line. 5. Area where tree drip line is disturbed will be air spaded to find structural tree roots that will need to be cut. Inspection by Forester and arborist prior to cutting of roots. Any roots exposed by air spading in the disturbed area will be clean cut with pruning shears or pruning saw. 6. A mulch bedding will be established where tree driplines have been disturbed by construction activity. 7. All workers on site will be made aware of trees protection zones and procedures they must follow when working in and around these zones. Any damage to tree protection fencing, bedding areas, waddles, and trunk protection will be repaired immediately. 8. Any trees that die within a two-year period following construction will either be replaced, or the established equivalent value paid towards tree mitigation. R.O.W. Sod Sod Sod Sod Sod R.O.W. Sod R.O.W. Sod Mulch Bed Mulch Bed Mulch Bed 0 5 10 20 7893Smuggler Street78947894 7894 7 8 9 4 789578937892Alley 7892 7892SHED Lot-O Lot-R Residence (Finish Floor Elev. = 7893.9') Garage (Finish Slab Elev. = 7892.6') Residence (Finish Floor Elev. = 7893.9') Property Line 10'-0" Setback 5'-0" Setback10'-0" Setback 3'-0" Walkway (185 sq.ft. pavers set on 3" and setting bed.)3'-0" Concrete Walkway (77 sq. ft. of broom finish 4" concrete.4,000 psi @ 28 days. Reinforce as required by structural engineer.) Paver Walkway (1.5 to 2" stone pavers set on 3" sand setting bed.1'-8 x 3'-4" w/ 1" gaps. Gaps to be filled with 1/4" Pea Gravel.Stone to be selected by owner.) Driveway / Parking Area (142 sq. ft. of pervious pavers with a 8" concrete border.) 3"Sleeve (3" PVC Irrigation Sleeve.) Property Line Existing Trees (To remain.) UTILITY EASEMENT Building BelowDriveway (227 sq. ft. of broom finish 5.5" concrete.4,000 psi @ 28 days. Reinforce as required by structural engineer.) Entry Porch (80 sq.ft. pavers set on 4" concrete underlayment.See architects drawings for specifications.)Proposed Deck (See architect's drawings for details.) 5'-0" Setback Gravel Area (Remove topsoil, line with weed control fabric, edge w/ 4" roll top metal edging, fill with 1/2" screened rock.) 12" Gravel Border (Remove topsoil around foundation, line with weed control fabric, edge w/ 4" roll top metal edging, fill with 1/2" screened rock.) Gravel Area (Remove topsoil, line with weed control fabric, edge w/ 4" roll top metal edging, fill with 1/2" screened rock.) 3"Sleeve (3" PVC Irrigation Sleeve.)939 3Planting Plan406 W. SmugglerLot P&Q, Aspen, ColoradoDate: Revised: Sheet: L - 3 October 16, 2025 Scale: 1/8" = 1'- 0"NorthNovember 11, 2025 68 ISSUE THIS SET PUBLISHED ON Scale: AS NOTED SCHEMATIC DESIGN SET CONSULTANT RFP SET HPC APPLICATION SET PRELIMINARY PRICING SET REVISED HPC SETKIENAST SKI HOUSE406 WEST SMUGGLER STREETASPEN, COLORADO 81611PARCEL ID: 273512412003ALL DESIGNS, IDEAS ARRANGEMENTS AND PLANS INDICATED BY THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF KIM RAYMOND ARCHITECTS, INC. AND SHALL NEITHER BE USED ON ANY OTHER WORK NOR BE USED BY ANY OTHER PERSON FOR ANY USE WHATSOEVER WITHOUT WRITTEN PERMISSION. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED AT T H E S I T E . A N Y D I M E N S I O N A L DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO COMMENCEMENT OF WORK. L.1.01 11/17/25 SUPPLEMENTARY LANDSCAPE INFO DATE www.kimraymondarchitects.com 970-925-225211/17/25 1" ACTUAL IF THE ABOVE DIMENSION DOES NOT MEASURE ONE INCH (1") EXACTLY, THIS DRAWING WILL HAVE BEEN ENLARGED OR REDUCED, AFFECTING ALL LABELED SCALES. 11/7/24 2/6/25 3/28/25 4/30/25 9/25/2514151617181920212212345678 10111213 14 15 16 17 18 19 20 21 22 23 D33 ELECTRICALPANELELECTRICALPANELT.O. FINISHED FLOOR 100'-0 3/4"HP1CU 1CU 2CU 31 2 3 LIGHT WELL #6 #7 #8 #25 #22 #10 #14 C C PLANTERPlanting Notes: 1. Location of all trees shall be staked and approved by Landscape Architect prior to final installation.2. Exact placement and shape of planting beds shall be reviewed by Landscape Architect prior to final installation.3. Verify locations of all pertinent existing site improvements and utilities already installed prior to commencing planting work. If any part of the this plan cannot be implemented due to site conditions, contact the Landscape Architect for instructions prior to commencing work4. Four inch steel edging shall be installed between all grass areas and planting beds.5. All planting beds shall receive 4" small Pine bark mulch.6. Grades shown in the landscape areas are finish grades, including 6" of topsoil in lawn areas and 12" of topsoil in planting areas. See City of Aspen "Soil Criteria" on this sheet for soil specifications.7. See Civil Engineer's Plan for grading and drainage information. Organic Mulch: a. Shall be applied at one (1) cubic yard per eighty (80) square feet at a depth of four (4) inches, and as appropriate to each species. b. Shall be applied to the soil surface, not against the plant stem or high against the base of trunks to minimize disease. c. Organic mulch material includes bark and wood chips, Avoid mulch consisting of construction debris such as pallets. Inorganic Mulch: a. Inorganic mulch includes rock, gravel, or pebbles, b. Rock mulch shall have a minimum depth of two inches (2") City of Aspen Water Efficient Landscaping Standards Mulch Criteria Soil Amendment: a. Topsoil of irrigated grasses (including turf) , shrubs, perennials, and annuals shall be a sandy loam to a depth of at least 6 inches (6") containing at least 5 percent (5%) organic matter by volume. b. Tree soil must be a sandy loam and 36" deep for areas where trees are planted. The total soil depth shall have at least one to three percent (1-3%) organic matter by volume. (NOTE: If in turf, top soil should be 6" and have 5% organic matter by volume.) In good existing soils, dig and turn the soils to three times the dimension of the root ball. hard or compacted sub soil or lower soil layers should be broken up to create adequate drainage and avoid trapping water creating saturated and anaerobic conditions in the upper soil layer. In newly developed planting sites, soil depth shall be 20' diameter around the trees to a depth of 36" c. Soil amendment organic matter shall consist of either Class I and Class II compost. Soil Preparation: a. Amendment shall be tilled to a minimum depth of six inches (6") b. Site shall be graded to within two-thenths of a foot (2/10th') of the grading plan. c. Site shall be free of rocks and debris over one inch (1") diameter in size. Rocks and debris 0.5" inch (0.5") to one inch (1") shall not exceed 5 percent (5%) by volume and gravel 0.6" inch (0.6") to 1.25 inches (1.25") shall not exceed 5 percent (5%) by volume. Particles such as concrete, brick, glass, metal, wood or plastic greater than on inch (1") shall not be allowed. The total volume of these materials smaller than one inch (1") shall not exceed 5 percent (5%). d. Site shall be free of dirt clods over three quarter inch (3/4") diameter in size. Dryland seed areas may contain dirt clods up to two inch (2") diameter in size. i. Stockpiling - Stripping and stockpiling of indigenous soil (topsoil) shall be required during construction(except as waived by the City of Aspen). The replacement of this soil, plus additional soil amendments,are critical to successful plant material establishment, ongoing health, and efficient use of water throughthe life of the project. e. The soil shall have no herbicides, heavy metals, biological toxins or hydrocarbons that impact plant growth or exceed the EPA's standards for soil contaminant. f. All applicable soil criteria and standards shall be noted on the landscape design plan. Written verification of approved soil amendment type and volume is required. Projects with inadequate soil amendments and preparation will not be approved. g. Removing sod and amending soil under protected trees requires hand grubbing no deeper than 4 inches. Any additional soil above existing grade limited to a maximum 3 inches (3") h. All Irrigation work performed under protected trees requires hand grubbing no deeper than four inches (4"). Soil Inspection: a. Soil inspections prior to installation of plant material may be conducted by the City of Aspen as deemed necessary and shall include a review of adherence to all criteria and performance standards. b. Written documentation reflecting approved volume and type of soil amendment is required upon inspection. City of Aspen Water Efficient Landscaping Standards Soil Criteria Mulch shall be pulled back 2-3" min. from trunk flare. Mulch should not be touching woody stem or trunk flare. Tree stakes when required due to tree size or environmental circumstances. Only strap style webbing shall be used. 2- 4" of wood mulch over planting pit. Taper mulch to 0" nearing trunk flare. Firmly formed saucer (use back fill soil). Top of saucer should be min. 1" higher than top of mulch. When saucer is in seeded area, seed should go up to top of saucer berm. When tree is located in turf, consider omitting saucer and use depth of sod to contain mulch. All rootball supporting materials (including wire basket) must be removed from the entire top and from a minimum of one third of the side of the rootball and removed from the planting hole prior to backfilling. Refer to ANSI 64.5.5 . Backfill hole with native soil from the site and light organic amendments if needed. Soil must be settled in by thorough saturation of the soil to collapse air pockets in the backfill. The backfill soil shall be installed and settled in layered sections (lifts) to limit future settling and prevent air pockets. The soil directly beneath the rootball should be undisturbed or prepared (compacted) backfill to prevent settling. Refer to ANSI 64.4.3 . Install tree wrap from fall to spring annually on all trees until determined no longer needed from tree bark maturing. Overlap wraps by 30% to second branches. The bottom of the trunk flare (aka root flare) shall be at or slightly above the finished grade. Removal of built up soil from nursery stock may be required to expose trunk flare prior to digging hole and placing tree (refer to Trunk Flare Inspection Detail on this page). Systematically probe the top of the root ball 3-4 inches out from the trunk to locate structural roots and determine correct planting depth. A minimum of 2 structural roots should be located and depths measured. Refer to ANSI A300 part 6 64.5.4 . GENERAL NOTES: 1.City of Aspen Parks and Open Space Dept. adopts and refers to ANSI A300 part 6 as the nationally accepted standard for tree planting practices. Not all parts of this standard are referenced or noted on this detail. 2.This detail is provided to illustrate some of the critical best practices for tree planting and it is understood that site specific details will and should be developed by Landscape Architects, Contractors, and Design Professionals based on tree species, soil conditions, topography, surrounding hard-scapes and infrastructure, and other site and vegetation specific criteria. (2-3 X DIA. OF ROOT BALL) TRUNK FLARE INSPECTION DETAIL Line of finished grade (this should be set or anticipated before planting). Example of sub-standard nursery stock where soil or organic material has built up in container plant or B&B plant covering the root flare. This excess material (red hatch) should either be carefully removed in a process that does not cause harm to the tree, or the nursery stock should be rejected. Refer to ANLA/ANSI Z60.1 SECT. 1 . Refer to irrigation plans when applicable. Use screwdriver/probe to determine depth PRIOR TO PLANTING. Alternatively, cut a "window" in the burlap and remove soil to expose two or more structural roots. Not To Scale TREE PLANTING STANDARDS DETAIL Recommended Mixed Perennials:Shade: Columbine, Bloody Cranesbill, Heartleaf Bergenia, Coral Bells Sun: Yarrow, Black Eyed Susan, Rocky Mt. Penstamen, Lupine, Purple Coneflower, Lavender, Salvia, Daylily, Scarlet Gilia Qty.Common Name / Scientific Name Size Spacing Condition Quaking Aspen / Populus tremuloides 3" cal.9' min.Nursery Grown2 Plant Key #1 18" min.250 6 McKay's White Potentilla / Potentilla fruticosa #5 3' o.c. 790 s.f.Korby Sod "Black Beauty" Fescue/Texas Bluegrass Sod 3 Peking Cottoneaster / Cottoneaster lucidus #5 4' min.Full to base 12 Feather Reed Grass / Calamagrostis acutiflora 'Karl Foerster' #1 Water Usage M L L L L M Estimated Water Usage for Plant: VL=Very Low < 25%; ET0 L=Low 25%-50%; ET0 M=Medium 50%-75%; ET0 H=High >75% ET0 18" o.c. 7 Dark Night Blue Mist Spirea / Caryopteris x clandonensis #5 3' min.L Symbol 3 White Bud Mugo Pine / Pinus mugo 'White Bud'#10 6' min.FullL Spring Snow Crabapple / Malus sp. 'Spring Snow'3" cal.As Shown1 SecimenM 7 Standing Ovation Little Bluestem / Schizachyrium scoparium #1L 18" o.c. 7 Persian Yellow Rose / Rosa foetida 'Persian'#5 4' min.L Bowles Periwinkle / Vinca minor 'Bowles'F32 8" min.14 flats L 790 s.f.Right of Way Sod: Korby Sod "Black Beauty" Fescue/Texas Bluegrass Sod M Tree Protection Notes: 1. Prior to any construction activity all protective fencing and existing utility locations will be marked. 2. An arborist will be hired to make sure all protected trees are fertilized and watered on a regular basis during the entire construction process. Arborist will also do or supervise air spading where necessary. 3. A pre-construction meeting with the City Forester, Parks Dept., Contractor, owner, landscape architect, arborist, and designer, will be held on site to approve fence locations and tree removal. Any adjustments needed will be made at that time. 4. A six-foot chain-link perimeter/tree protection fence with mesh covering and straw wattles will be installed either at the property line perimeter or at the drip line of trees straddling the property line. 5. Area where tree drip line is disturbed will be air spaded to find structural tree roots that will need to be cut. Inspection by Forester and arborist prior to cutting of roots. Any roots exposed by air spading in the disturbed area will be clean cut with pruning shears or pruning saw. 6. A mulch bedding will be established where tree driplines have been disturbed by construction activity. 7. All workers on site will be made aware of trees protection zones and procedures they must follow when working in and around these zones. Any damage to tree protection fencing, bedding areas, waddles, and trunk protection will be repaired immediately. 8. Any trees that die within a two-year period following construction will either be replaced, or the established equivalent value paid towards tree mitigation. R.O.W. Sod Sod Sod Sod Sod R.O.W. Sod R.O.W. Sod Mulch Bed Mulch Bed Mulch Bed 0 5 10 20 7893Smuggler Street78947894 7894 7 8 9 4 789578937892Alley 7892 7892SHED Lot-O Lot-R Residence (Finish Floor Elev. = 7893.9') Garage (Finish Slab Elev. = 7892.6') Residence (Finish Floor Elev. = 7893.9') Property Line 10'-0" Setback 5'-0" Setback10'-0" Setback 3'-0" Walkway (185 sq.ft. pavers set on 3" and setting bed.)3'-0" Concrete Walkway (77 sq. ft. of broom finish 4" concrete.4,000 psi @ 28 days. Reinforce as required by structural engineer.) Paver Walkway (1.5 to 2" stone pavers set on 3" sand setting bed.1'-8 x 3'-4" w/ 1" gaps. Gaps to be filled with 1/4" Pea Gravel.Stone to be selected by owner.) Driveway / Parking Area (142 sq. ft. of pervious pavers with a 8" concrete border.) 3"Sleeve (3" PVC Irrigation Sleeve.) Property Line Existing Trees (To remain.) UTILITY EASEMENT Building BelowDriveway (227 sq. ft. of broom finish 5.5" concrete.4,000 psi @ 28 days. Reinforce as required by structural engineer.) Entry Porch (80 sq.ft. pavers set on 4" concrete underlayment.See architects drawings for specifications.)Proposed Deck (See architect's drawings for details.) 5'-0" Setback Gravel Area (Remove topsoil, line with weed control fabric, edge w/ 4" roll top metal edging, fill with 1/2" screened rock.) 12" Gravel Border (Remove topsoil around foundation, line with weed control fabric, edge w/ 4" roll top metal edging, fill with 1/2" screened rock.) Gravel Area (Remove topsoil, line with weed control fabric, edge w/ 4" roll top metal edging, fill with 1/2" screened rock.) 3"Sleeve (3" PVC Irrigation Sleeve.)9393Planting Plan406 W. SmugglerLot P&Q, Aspen, ColoradoDate: Revised: Sheet: L - 3 October 16, 2025 Scale: 1/8" = 1'- 0"NorthNovember 11, 2025 Bowles Periwinkle / Vinca minor 'Bowles' Standing Ovation Little Bluestem / Schizachyrium scoparium McKay's White Potentilla / Potentilla fruticosa Feather Reed Grass / Calamagrostis acutiflora 'Karl Foerster' Spring Snow Crabapple / Malus sp. 'Spring Snow' Peking Cottoneaster / Cottoneaster lucidus White Bud Mugo Pine / Pinus mugo 'White Bud' Dark Night Blue Mist Spirea / Caryopteris x clandonensis Korby Sod "Black Beauty" Fescue/Texas Bluegrass Sod Persian Yellow Rose / Rosa foetida 'Persian' Quaking Aspen / Populus tremuloides 69 ALLEY BLOCK 33SMUGGLER STREET77.65' ROW78927892 7 8 9 2 7893789478957894 78937892EM(1) STEPPORCH FG = 93.40(2) STEPSFG = 92.80PROP. GRASS SWALEFFE = 7893.90PROP. AREA DRAIN (TYP.)PROP. DRYWELLLOCATED BELOW LIGHTWELLPROP. PERMEABLE PAVERSEX. TRANSFORMERPROP. TRENCH DRAIN2.0%2.0%2.7%2.0%2.0%2.7%1.9% 5.2% 3. 4% 3. 4 % 3.1 %3.9% 3.5%4.6%93.8593.8394.0593.9193.4092.9293.4593.4093.4092.9193.4093.4093.3292.9292.1892.2992.8192.41>>>>>>7893.737894.217892.667893.557893.3394.051.8%0.5%0.5%92.5793.364.0%94.01 | TW94.06 | TW94.10 | BW74.01 | BW93.68 | BW94.05 | TW93.4693.0392.90FFE = 7894.656.0%5.3%8.4%789478 9 3 78924.8%11.5%3.6%2.2%4.4 %3.8%3.9%2.1% 4 . 8%5.5%4.6%94.0493.3892.80 | RIM93.20 | RIM93.17 | RIMNO R T HSCALE: 1" =010'20'30'10'1PRELIMINARYGRADING PLANSITE ADDRESS: PREPARED FOR: DWN:CHKD:JOB NO.NO.REVISIONNO. BY DATENAMEDATE:WWW.RRENGINEERS.COMPRELIMINARY PLANSTWSJBP04/07/25KR25049406 WEST SMUGGLER ASPEN, CO 81611 KIM RAYMOND ARCHITECTURE + INTERIORS 418 EAST COOPER AVENUE ASPEN, CO 81611 KIENAST SKI HOUSE KIENAST SKI HOUSE406 WEST SMUGGLER STREETCITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADOPARCEL ID: 2735124120031635 WEST 13TH AVENUE, SUITE 310 DENVER, COLORADO 80204 PHONE: 303-753-6730 R&R ENGINEERS-SURVEYORS, INC.ENGINEERSSURVEYORSINCCOMMUNICATIONSEXISTINGPROPOSEDTTCABLE TVCATVFIBER OPTICNATURAL GAS PIPEPOWER - OVERHEADPOWER - UNDERGROUNDSANITARY SEWER PIPECATVF/OF/OGASGASOHEOHEUGEUGESTORM SEWER PIPEWATER PIPEWWSSSSSTPROPERTY LINELOT LINERIGHT OF WAYSECTION LINEEASEMENTROAD CURB AND GUTTERSIDEWALKFENCE LINEXXMAJOR CONTOUR52805820MINOR CONTOUR58225822TRFOGMSTSSTRFOGMLIGHT POLEUTILITY POLETRANSFORMER PADFIBER OPTIC STRUCTUREGAS METERFIRE HYDRANTWATER FITTINGWATER METERWATER TAP / CORP STOPSANITARY SEWER MANHOLESANITARY SEWER CLEANOUTSTORM SEWER MANHOLESTORM SEWER AREA INLETSTORM SEWER CURB INLETSTORM SEWER FLAREDEND SECTIONFLOODPLAIN LIMITWATER SURFACE ELEVATIONTREE LINETREESCONCRETEGRAVEL / RIPRAPPAVEMENTWATER VALVEMASTER LEGENDWATER SURFACE ELEVATIONWALL - RETAININGSETBACKIRRIRRIGATION STRUCTUREIRR70 PROPERTY LINE PROPERTY LINE PROPERTY LINESETBACK LINE SETBACK LINE SETBACK LINESETBACK LINESMUGGLER STREE T EDGE OF PAVEMENT ALLEY 3267810141622242527SLOPEDROOF6" : 12"SLOPEDROOF13 1/2" : 12"SLOPEDROOF13 1/2" : 12"SLOPED ROOF 5" : 12" SLOPED ROOF 13 1/2" : 12" SLOPED ROOF 10 1/2" : 12" SLOPED ROOF 10 1/2" : 12" SLOPED ROOF 10 1/2" : 12" SLOPED ROOF 10 1/2" : 12" SLOPED ROOF 10 1/2" : 12" SLOPED ROOF 10 1/2" : 12"FLATROOF1/4" : 12"SLOPEDROOF1 1/2" : 12"SKYLIGHTLIGHTWELLDECK BELOW DECKBELOWDECKBELOWPATIO ATGRADE WINDOWWELLWINDOWWELLWINDOWWELLWINDOWWELLENTRY WALKWAYENTRY WALKWAYTRANSFORMERPERMEABLE PAVERPARKINGPV PANELPV PANELPV PANELPV PANELPV PANELPV PANELPV PANELPV PANELPV PANELPV PANELPV PANELPV PANELPV PANELPV PANELPV PANELPV PANELPV PANELPV PANELPV PANELDRIVEWAY WINDOWWELLTemporary Micropile WallLocationNovember 7, 2025Residence406 West Smuggler StreetProposalExhibit 1RDJProject Number:Date:Sheet Number:Prepared by:Project:Sheet RevisionsDateRevision/IssuePrepared byB&Y Drilling, Inc.Designed For:N SCALE: 1" = 5'502.55Notes:1. Base plan by Kim Raymond Architecture dated 03.07.2025.2. For utility installation, trench to back of ground nail wall. Hammeror saw cut shotcrete facing and extend utilities through wall.3. BE - Bottom of ExcavationPO Box 1080 Silt, CO 81652Phone: (970) 230-920871 ISSUE SCHEMATIC DESIGN SET THIS SET PUBLISHED ON Scale: AS NOTED CONSULTANT RFP SET HPC APPLICATION SET PRELIMINARY PRICING SET REVISED HPC SETKIENAST SKI HOUSE406 WEST SMUGGLER STREETASPEN, COLORADO 81611PARCEL ID: 273512412003ALL DESIGNS, IDEAS ARRANGEMENTS AND PLANS INDICATED BY THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF KIM RAYMOND ARCHITECTS, INC. AND SHALL NEITHER BE USED ON ANY OTHER WORK NOR BE USED BY ANY OTHER PERSON FOR ANY USE WHATSOEVER WITHOUT WRITTEN PERMISSION. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED AT T H E S I T E . A N Y D I M E N S I O N A L DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO COMMENCEMENT OF WORK. EXHIBIT 11/10/25 PROPOSED SHORING PLAN DATE 11/7/24 www.kimraymondarchitects.com 970-925-225211/10/25 1" ACTUAL IF THE ABOVE DIMENSION DOES NOT MEASURE ONE INCH (1") EXACTLY, THIS DRAWING WILL HAVE BEEN ENLARGED OR REDUCED, AFFECTING ALL LABELED SCALES. 2/6/25 3/28/25 4/30/25 9/25/25D10W07 W08 W05 W01W03 W04 W02 1'-11"1'-6"4'-0" 1'-6"4 3/4"1'-6"1'-6"1'-5 3/4"1'-1 1/2"1'-0" 1'-6"4 3/4"1'-6"3'-9 1/4"1'-6"4 3/4"1'-8"1'-8" 5 1/2"5 3/4"1'-6"1'-6" 3'-2 3/4"1'-6"6'-11 1/2"1'-6"2'-9 3/4"PROPERTY LINEPROPERTY LINEPROPERTY LINE SETBACK LINESETBACK LINESETBACK LINE SETBACK LINE SCALE: 1/4" = 1'-0"1 SHORING PLAN N 1/4" = 1'-0" 72 Riverstone Structural Concepts 1650 W Targee St. Ste. 5130 Boise, ID 8370 O: (208) 343-2092 7154 W STATE ST #297 ▀ BOISE, IDAHO 83714 ▀ PHONE 208.343.2092 Page 1 of 8 February 13, 2026 Re: 406 W. Smuggler House – Structural Report To whom it may concern RSC has reviewed and performed structural calculations on the move sequencing outlined below for the historic portion of the house with supported by the information provided by the moving contractor, Cody Douglas, Bailey House Movers and Kim Raymond Architecture + Interiors. Move Sequencing: 1. Existing Conditions and Loading: The existing cabin size is 32’x28’ about 900 ft. The cabin is a wood cabin. Given the material densities, the deadload of the cabin (including floor, walls and roof is taken as 50 psf. The total weight of the cabin will be less than 23 tons. Reference Exhibit below. 2. Support system: 4x10 DFL ledger will be attached to all the exterior walls and interior the load bearing walls of the existing framing of the house. The existing cabin will be jacked by Bailey Movers using a wide-flange support system. The wide flanges consist of four W8x31 cross beams sitting below the floor in between the existing 8” floor joist. Two main beams will support the floor joist and the cross beams. The main beams will consist of two W10x30 welded together side by side. The main beams will be clamped to the cross beams securely. Two 15 tons jacks will be placed to support the main beams. The jacks shall not be spaced more than 28ft and shall not allow a cantilever larger than 8ft. All steel used shall be grade 50. Reference Appendix A for main beam calculations. Reference Exhibit below for the conceptual jacking framing layout. 73 Riverstone Structural Concepts 1650 W Targee St. Ste. 5130 Boise, ID 8370 O: (208) 343-2092 7154 W STATE ST #297 ▀ BOISE, IDAHO 83714 ▀ PHONE 208.343.2092 Page 2 of 8 74 Riverstone Structural Concepts 1650 W Targee St. Ste. 5130 Boise, ID 8370 O: (208) 343-2092 7154 W STATE ST #297 ▀ BOISE, IDAHO 83714 ▀ PHONE 208.343.2092 Page 3 of 8 3. Support system placement: The cross beams shall be placed away from doors and openings. Wide flange beams support shall be bear on sound existing wood. Any damaged wood where wide flanges bear against existing structure shall be replaced. Existing floor joist shall bear on the main beam prior to jacking. Any gap between the existing floor joist and the main beam shall be shimmed. Main beams will carry the end walls. Cribbing between the top of the main beams and the floor plate that supports the end walls s hall be provided and secured prior to jacking 4. Jacking: Jacks shall be supported on a sound base and top of jacks shall press at the center of the two W10 main beams against a steel plate (1 /2” min thickness) welded to the two W10 main beams. Brace doors, windows, opening and any appended structure such as the porch prior to jacking. Incremental jacking shall be done while observing structure. 75 Riverstone Structural Concepts 1650 W Targee St. Ste. 5130 Boise, ID 8370 O: (208) 343-2092 7154 W STATE ST #297 ▀ BOISE, IDAHO 83714 ▀ PHONE 208.343.2092 Page 4 of 8 5. Move: The historic portion of the house will be moved on rails and rollers to the south side of property temporarily until construction is complete. Cabin will be secured and barricaded until it railed back to the North. RSC’s review and analysis is limited to the structure. Bailey House Movers are responsible for all the means and methods and site safety requirements performed during the jacking and moving operation. The Engineer of Record remains responsible for the preparation of all structural documents and for their conformance to applicable codes and standards. Feel free to contact us with questions or concerns about this process. Respectfully, Jake Timmons, P.E. Project Manager Engineer of Record Colorado License number = 0063887 PROFESSIONA L E N GIN EER COLORA D O LICEN S E DPATRICK E D WARD BIRDRYANTI M MONSJA C O B 0063887 76 Riverstone Structural Concepts 1650 W Targee St. Ste. 5130 Boise, ID 8370 O: (208) 343-2092 7154 W STATE ST #297 ▀ BOISE, IDAHO 83714 ▀ PHONE 208.343.2092 Page 5 of 8 Appendix A 77 Riverstone Structural Concepts 1650 W Targee St. Ste. 5130 Boise, ID 8370 O: (208) 343-2092 7154 W STATE ST #297 ▀ BOISE, IDAHO 83714 ▀ PHONE 208.343.2092 Page 6 of 8 78 Riverstone Structural Concepts 1650 W Targee St. Ste. 5130 Boise, ID 8370 O: (208) 343-2092 7154 W STATE ST #297 ▀ BOISE, IDAHO 83714 ▀ PHONE 208.343.2092 Page 7 of 8 79 Riverstone Structural Concepts 1650 W Targee St. Ste. 5130 Boise, ID 8370 O: (208) 343-2092 7154 W STATE ST #297 ▀ BOISE, IDAHO 83714 ▀ PHONE 208.343.2092 Page 8 of 8 80 Riverstone Structural Concepts 1650 W Targee St. Ste. 5130 Boise, ID 83705 O: (208) 343-2092 February 13, 2026 Re: 406 W. Smuggler House To whom it may concern: The purpose of this letter is to formally document that RSC’s services have been retained for a remodel and additional home at the above-referenced address. The existing house is on the City of Aspen historic registry. The historic portion of the house will be moved and stored temporarily on the lot while new foundation is constructed and then moved back onto the new foundation. Once it is put back in place, it will undergo structurally retrofit to meet all the current structural codes while requested to retain the exterior historical features of the house. RSC has virtually observed the existing residence and has met with the architect and mover contractor that will perform the house moving. RSC has concluded that the historic portion of the house can be moved safely and will coordinate the required stabilization necessary to maintain the structural integrity during the moving process. Feel free to contact us with questions or concerns. Respectfully, Jake Timmons, P.E. Project Manager Engineer of Record Colorado License number = 0063887 PROFESSIONA L E N GIN EER COLORA D O LICEN S E DPATRICK E D WARD BIRDRYANTI M MONSJA C O B 0063887 81 S2.20 STAMP: APPROVED: PROJECT #: DRAWN: SCALE: DATE: ALL PLANS & DETAILS ON THESE SHEETS ARE COPYRIGHT © OF RIVERSTONE STRUCTURAL CONCEPTS, PLLC. USE OF ANY PART OF THESE SHEETS WITHOUT WRITTEN PERMISSION IS EXPRESSLY PROHIBITED. SHEET NUMBER:#Project NameMOVING (E)-STRUCTUREwww.riverstonesc.com PLOT DATE: 2/16/2026, 3:02 PMAS SHOWN 2/16/2026 REVISION SCHEDULEHOA SET406 West Smugger Street Aspen Colorado 81611 United StatesJT R25-025 BD 1650 W. TARGEE ST., STE. #5103 BOISE, ID 83705PHONE: 208.343.2092 - FAX: 208.343.6043W8x31 CROSS BEAMS TO SUPPORT FLOOR JOISTS. LOC. LOCATE BEAMS AWAY FROM DOORS AND OPENINGS. ANY DAMAGED WOOD WHICH BEARS ON W-FLANGE SHALL BE REPLACED PRIOR TO JACKING. (2)-W10x30 MAIN BEAMS SHALL CONSIST OF (2)-W-FLANGE BEAMS WELDED TOGETHER AS SHOWN. MAIN BEAMS WILL SUPPORT CROSS BEAMS AND (E)-FLOOR JOISTS. CLAMP CROSS BEAMS TO MAIN BEAMS SECURELY. (3)-15 TON JACKS SHALL BE PLACED TO SUPPORT EA. MAIN BEAM, MIN. JACKS SHALL NOT BE SPACED MORE THAN 28'-0" APART, PROVIDE ADD'L JACKS TO MEET MIN. SPACING REQUIREMENTS. CONFIRM PORCH AND ROOF STRUCTURE TO MOVE w/ ARCH. BRACE ANY AND ALL BEAM OR COLUMN SUPPORTED ROOF STRUCTURE TO REMAIN PRIOR JACKING. REMOVE INT. FLOOR FRAMING AND PROVIDE LEDGER PER DET. 3/S2.20 @ ALL EXTERIOR WALLS AND SELECT INTERIOR WALLS AS SHOWN PER PLAN NOTES: 1. ANY GAPS BETWEEN (E)-FLOOR JOIST AND MAIN BEAM SHALL BE SHIMMED. 2. MAIN BEAMS WILL CARRY THE END WALLS. 3. ALL (E)-FRAMING SHALL BE SECURE ON MAIN AND CROSS BEAMS PRIOR TO JACKING. 4. JACKING SHALL BE SUPPORTED ON A SOUND BASE. TOP OF JACK SHALL BE CENTERED ON (2)-W10 MAIN BEAM w/ 1/2" MIN. THICKNESS PL. PROVIDE 3/16" FILET WELD ALL SIDES TO MAIN BEAM. PROVIDE TEMPORARY SHORING WALL LEDGERS CROSS BEAMS DROPPED MAIN BEAMS TEMPORARY JACK SUPPORTS LEDGER LOC. PER DET. 3/S2.20 COL. ATTACHMENT TBD COL. ATTACHMENT TBD 3 S2.20 2 S2.20 2 S2.20 MAIN TEMP SUPPORT GIRDER PER PLAN CROSS TEMP SUPPORT GIRDER PER PLAN SHORRING BEAM TO BE PUNCHED THROUGH (E)-WALL. SEE ARCH. FOR ALL SIDING / HISTORICAL REQUIREMENTS (E)-WALL TO REMAIN 4x10 DFL #2 LEDGER w/ (3)-1/4" LAG SCREWS EA. (E)-STUD N.T.E. 16" O.C. CONFIRM PORCH AND ROOF STRUCTURE TO MOVE w/ ARCH. BRACE ANY AND ALL BEAM OR COLUMN SUPPORTED ROOF STRUCTURE TO REMAIN PRIOR JACKING. (E)-CONCRETE TO BE DEMOLISHED AND REMOVED MAIN TEMP SUPPORT GIRDER PER PLAN CROSS TEMP SUPPORT GIRDER PER PLAN (E)-WALL TO REMAIN (E)-WALL TO REMAIN (E)-WALL TO REMAIN (E)-FLOOR JOISTS TO BE REMOVED, BEAR LEDGERS DIRECTLY ON CROSS MEMBERS JACK WHERE OCCURS 500 SUPPORT FOR (E)-HOUSE MOVE 1/4" = 1'-0"1 2D FOR MOVING PLAN 1/4" = 1'-0" 3 LEDGER @ (E)-WALL 1" = 1'-0"2 (E)-HOUSE SECTION 1/2" = 1'-0"PROFESSIONA L E N GIN EER COLORA D O LICEN S E DPATRICK E D WARD BIRDRYANTI M MONSJA C O B 0063887 82 83 84 85 86 87 88 89 90 Smuggler Mountain HOLDCO LLC 3889 Maple Avenue, #500 Dallas, TX 71529 March 5th, 2025 To Whom It May Concern: This letter authorizes Kim Raymond and her team at Kim Raymond Architecture + Interiors to represent Smuggler Mountain HOLDCO LLC through the City of Aspen HPC review and permitting process. Kim Raymond Architecture + Interiors is based at 518 East Hyman Avenue, Suite 205, Aspen, CO 81611. The office number is 970-925-2252. kim@krai.us. Thank you for your consideration of this matter. Respectfully, Smuggler Mountain HOLDCO LLC Manager (Print): __________________________________ Manager (Signature): __________________________________ Dax T.S. Mitchell 91 92 ISSUE SCHEMATIC DESIGN SET THIS SET PUBLISHED ON Scale: AS NOTED CONSULTANT RFP SET HPC APPLICATION SET PRELIMINARY PRICING SET REVISED HPC SETKIENAST SKI HOUSE406 WEST SMUGGLER STREETASPEN, COLORADO 81611PARCEL ID: 273512412003ALL DESIGNS, IDEAS ARRANGEMENTS AND PLANS INDICATED BY THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF KIM RAYMOND ARCHITECTS, INC. AND SHALL NEITHER BE USED ON ANY OTHER WORK NOR BE USED BY ANY OTHER PERSON FOR ANY USE WHATSOEVER WITHOUT WRITTEN PERMISSION. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED AT T H E S I T E . A N Y D I M E N S I O N A L DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO COMMENCEMENT OF WORK. A.1.01 11/8/25 EXISTING SITE PLAN DATE 11/7/24 www.kimraymondarchitects.com 970-925-225211/8/25 1" ACTUAL IF THE ABOVE DIMENSION DOES NOT MEASURE ONE INCH (1") EXACTLY, THIS DRAWING WILL HAVE BEEN ENLARGED OR REDUCED, AFFECTING ALL LABELED SCALES. 2/6/25 3/28/25 4/30/25 9/25/25 SLOPED ROOF 13" : 12" C 78927894 7895789378 9 2 7893PROPERTY LINEPROPERTY LINEPROPERTY LINE SETBACK LINESETBACK LINESETBACK LINE SETBACK LINE SMUGGLER STREETEDGE OF PAVEMENTALLEYPROPERTY LINE SLOPED ROOF 5" : 12"SLOPEDROOF13" : 12"SLOPEDROOF5" : 12"1 23 5 4 67 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 FLAT ROOF SHED EXISTING TRANSFORMER SCALE: 1/4" = 1'-0"1 EXISTING SITE PLAN N 1/4" = 1'-0" 93 ISSUE THIS SET PUBLISHED ON Scale: AS NOTED SCHEMATIC DESIGN SET CONSULTANT RFP SET HPC APPLICATION SET PRELIMINARY PRICING SET REVISED HPC SETKIENAST SKI HOUSE406 WEST SMUGGLER STREETASPEN, COLORADO 81611PARCEL ID: 273512412003ALL DESIGNS, IDEAS ARRANGEMENTS AND PLANS INDICATED BY THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF KIM RAYMOND ARCHITECTS, INC. AND SHALL NEITHER BE USED ON ANY OTHER WORK NOR BE USED BY ANY OTHER PERSON FOR ANY USE WHATSOEVER WITHOUT WRITTEN PERMISSION. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED AT T H E S I T E . A N Y D I M E N S I O N A L DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO COMMENCEMENT OF WORK. A.1.04 11/8/25 EXISTING FLOOR AREA CALCULATIONS DATE www.kimraymondarchitects.com 970-925-225211/8/25 1" ACTUAL IF THE ABOVE DIMENSION DOES NOT MEASURE ONE INCH (1") EXACTLY, THIS DRAWING WILL HAVE BEEN ENLARGED OR REDUCED, AFFECTING ALL LABELED SCALES. 11/7/24 2/6/25 3/28/25 4/30/25 9/25/2510'-8"5'-5"13'-4"34'-4 1/4"32'-11 1/4"12'-10 3/4"3'-4 1/8"22'-9 1/4"11'-7 3/8"3'-5 1/4"PROPERTY LINEPROPERTY LINEPROPERTY LINE SETBACK LINESETBACK LINESETBACK LINE SETBACK LINE 1 2 3 5 6 8 9 10 4 7 1,409 sq ft 81 sq ft ENTRY PORCH 51 sq ft ENTRY PORCH D W DWWDDDW DDW WD01D02WDWW HW2PROPERTY LINEPROPERTY LINEPROPERTY LINE SETBACK LINESETBACK LINESETBACK LINE SETBACK LINE T.O. EXISTING PLY 100'-0" (SITE 7894.783') T.O. EXISTING F.F. 100'-3/4" (SITE 7894.90')ALLEYPROPERTY LINE 1,412 sq ft 246 sq ft DECK 106 sq ft 54 sq ft 139 sq ft 14 sq ft 335 sq ft 318 sq ft 45 sq ft 124 sq ft 107 sq ft 33 sq ft 33 sq ft 227 sq ft 34 sq ft 116 sq ft 3 sq ft 34 sq ft 10'-8"5'-5"14'-0"34'-4 1/4"32'-11 1/4" 12'-10 3/4" 3'-4 1/4" 22'-9 1/4"11'-7 1/2"3'-5 1/4" 1 2 3 5 6 7 8 9 4 10 SCALE: 1/8" = 1'-0"1 EXISTING LOWER LEVEL FLOOR AREA PLAN SCALE: 1/8" = 1'-0"2 EXISTING MAIN LEVEL FLOOR AREA PLAN SCALE: 1/8" = 1'-0"4 EXISTING FAR ELEVATIONS 94 ISSUE SCHEMATIC DESIGN SET THIS SET PUBLISHED ON Scale: AS NOTED CONSULTANT RFP SET HPC APPLICATION SET PRELIMINARY PRICING SET REVISED HPC SETKIENAST SKI HOUSE406 WEST SMUGGLER STREETASPEN, COLORADO 81611PARCEL ID: 273512412003ALL DESIGNS, IDEAS ARRANGEMENTS AND PLANS INDICATED BY THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF KIM RAYMOND ARCHITECTS, INC. AND SHALL NEITHER BE USED ON ANY OTHER WORK NOR BE USED BY ANY OTHER PERSON FOR ANY USE WHATSOEVER WITHOUT WRITTEN PERMISSION. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED AT T H E S I T E . A N Y D I M E N S I O N A L DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO COMMENCEMENT OF WORK. A.2.01 11/8/25 EXISTING LOWER LEVEL FLOOR PLAN DATE 11/7/24 www.kimraymondarchitects.com 970-925-225211/8/25 1" ACTUAL IF THE ABOVE DIMENSION DOES NOT MEASURE ONE INCH (1") EXACTLY, THIS DRAWING WILL HAVE BEEN ENLARGED OR REDUCED, AFFECTING ALL LABELED SCALES. 2/6/25 3/28/25 4/30/25 9/25/25 4'-1 1/4" 1'-11 3/4" 12'-1"10'-0 1/2"13'-6 3/4" 4'-1 1/4" 1'-11 3/4" 12'-1"10'-0 1/2"13'-6 3/4"14'-0"12'-0"12'-3 3/8"38'-3 3/8"PROPERTY LINEPROPERTY LINEPROPERTY LINE SETBACK LINESETBACK LINESETBACK LINE SETBACK LINE 1A.3.013A.3.024 A.3.02 2 A.3.01 5A.3.026A.3.021 1 A 2 2 4 4 5 5 6 6 B C E 3 3 SCALE: 1/4" = 1'-0"1 EXISTING LOWER LEVEL FLOOR PLAN N 1/4" = 1'-0" 95 ISSUE SCHEMATIC DESIGN SET THIS SET PUBLISHED ON Scale: AS NOTED CONSULTANT RFP SET HPC APPLICATION SET PRELIMINARY PRICING SET REVISED HPC SETKIENAST SKI HOUSE406 WEST SMUGGLER STREETASPEN, COLORADO 81611PARCEL ID: 273512412003ALL DESIGNS, IDEAS ARRANGEMENTS AND PLANS INDICATED BY THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF KIM RAYMOND ARCHITECTS, INC. AND SHALL NEITHER BE USED ON ANY OTHER WORK NOR BE USED BY ANY OTHER PERSON FOR ANY USE WHATSOEVER WITHOUT WRITTEN PERMISSION. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED AT T H E S I T E . A N Y D I M E N S I O N A L DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO COMMENCEMENT OF WORK. A.2.02 11/8/25 EXISTING MAIN LEVEL FLOOR PLAN DATE 11/7/24 www.kimraymondarchitects.com 970-925-225211/8/25 1" ACTUAL IF THE ABOVE DIMENSION DOES NOT MEASURE ONE INCH (1") EXACTLY, THIS DRAWING WILL HAVE BEEN ENLARGED OR REDUCED, AFFECTING ALL LABELED SCALES. 2/6/25 3/28/25 4/30/25 9/25/25 D W DWWDDDW DDW WD01D02WDWW HW21A.3.013A.3.024 A.3.02 2 A.3.01 5A.3.026A.3.0241'-9 1/4" 4'-1 1/4" 1'-11 3/4" 12'-1"10'-0 1/2"13'-6 3/4" 6'-1"12'-1"10'-0 1/2"13'-6 3/4"14'-0"12'-0"12'-3 3/8"38'-3 3/8"PROPERTY LINEPROPERTY LINEPROPERTY LINE SETBACK LINESETBACK LINESETBACK LINE SETBACK LINE T.O. EXISTING PLY 100'-0" (SITE 7894.783') T.O. EXISTING F.F. 100'-3/4" (SITE 7894.90')SMUGGLER STREETALLEYPROPERTY LINE 1 1 A 2 2 4 4 5 5 6 6 B C E 3 3 SCALE: 1/4" = 1'-0"1 EXISTING MAIN LEVEL FLOOR PLAN N 1/4" = 1'-0" 96 ISSUE SCHEMATIC DESIGN SET THIS SET PUBLISHED ON Scale: AS NOTED CONSULTANT RFP SET HPC APPLICATION SET PRELIMINARY PRICING SET REVISED HPC SETKIENAST SKI HOUSE406 WEST SMUGGLER STREETASPEN, COLORADO 81611PARCEL ID: 273512412003ALL DESIGNS, IDEAS ARRANGEMENTS AND PLANS INDICATED BY THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF KIM RAYMOND ARCHITECTS, INC. AND SHALL NEITHER BE USED ON ANY OTHER WORK NOR BE USED BY ANY OTHER PERSON FOR ANY USE WHATSOEVER WITHOUT WRITTEN PERMISSION. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED AT T H E S I T E . A N Y D I M E N S I O N A L DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO COMMENCEMENT OF WORK. A.2.03 11/8/25 EXISTING ROOF LEVEL FLOOR PLAN DATE 11/7/24 www.kimraymondarchitects.com 970-925-225211/8/25 1" ACTUAL IF THE ABOVE DIMENSION DOES NOT MEASURE ONE INCH (1") EXACTLY, THIS DRAWING WILL HAVE BEEN ENLARGED OR REDUCED, AFFECTING ALL LABELED SCALES. 2/6/25 3/28/25 4/30/25 9/25/251A.3.013A.3.024 A.3.02 2 A.3.01 5A.3.026A.3.02PROPERTY LINEPROPERTY LINEPROPERTY LINE SETBACK LINESETBACK LINESETBACK LINE SETBACK LINE 1 1 A 2 2 4 4 5 5 6 6 B C E 3 3 SCALE: 1/4" = 1'-0"1 EXISTING ROOF LEVEL FLOOR PLAN N 1/4" = 1'-0" 97 ISSUE THIS SET PUBLISHED ON Scale: AS NOTED SCHEMATIC DESIGN SET CONSULTANT RFP SET HPC APPLICATION SET PRELIMINARY PRICING SET REVISED HPC SETKIENAST SKI HOUSE406 WEST SMUGGLER STREETASPEN, COLORADO 81611PARCEL ID: 273512412003ALL DESIGNS, IDEAS ARRANGEMENTS AND PLANS INDICATED BY THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF KIM RAYMOND ARCHITECTS, INC. AND SHALL NEITHER BE USED ON ANY OTHER WORK NOR BE USED BY ANY OTHER PERSON FOR ANY USE WHATSOEVER WITHOUT WRITTEN PERMISSION. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED AT T H E S I T E . A N Y D I M E N S I O N A L DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO COMMENCEMENT OF WORK. A.3.01 11/8/25 EXISTING ELEVATIONS: SOUTH & WEST DATE www.kimraymondarchitects.com 970-925-225211/8/25 1" ACTUAL IF THE ABOVE DIMENSION DOES NOT MEASURE ONE INCH (1") EXACTLY, THIS DRAWING WILL HAVE BEEN ENLARGED OR REDUCED, AFFECTING ALL LABELED SCALES. 11/7/24 2/6/25 3/28/25 4/30/25 9/25/25 APPLICANT TO INVESTIGATE FRAMING OF CURRENT PORCH ROOF TO DETERMINE IF IT WAS ALTERED EXISTING PORCH & COLUMNS TO BE REMOVED AND RECONSTRUCTED EXISTING NON-HISTORIC CHIMNEY FLUE TO BE REMOVED SHINGLE ROOFING TO BE REMOVED PRESERVE ALL HISTORIC TRIM AND DETAILING, RESTORE IF REQUIRED W20 A A B B C C E E UNTIL OTHERWISE DETERMINED W/ HP PLANNER & MONITOR, EXISTING PORCH DETAILS ARE TO REMAIN IN PLACE T.O. HISTORIC PLY 100'-0" T.O. EXISTING BASEMENT SLAB 89'-6 1/4" T.O. HISTORIC PLY 100'-0" T.O. EXISTING BASEMENT SLAB 89'-6 1/4"SETBACK LINEPROPERTY LINESETBACK LINEPROPERTY LINE6 6 5 5 4 4 3 3 2 2 1 1 NOT HISTORIC (TO BE REMOVED) UNTIL OTHERWISE DETERMINED W/ HP PLANNER & MONITOR, EXISTING PORCH DETAILS ARE TO REMAIN IN PLACE SHINGLE ROOFING TO BE REMOVEDMETAL ROOFING TO BE REMOVED NON-HISTORIC FLUE TO BE REMOVED T.O. HISTORIC PLY 100'-0" T.O. EXISTING BASEMENT SLAB 89'-6 1/4" T.O. HISTORIC PLY 100'-0" T.O. EXISTING BASEMENT SLAB 89'-6 1/4"PROPERTY LINESETBACK LINESETBACK LINEPROPERTY LINESETBACK LINESCALE: 1/4" = 1'-0"1 EXISTING SOUTH ELEVATION SCALE: 1/4" = 1'-0"2 EXISTING WEST ELEVATION 98 ISSUE THIS SET PUBLISHED ON Scale: AS NOTED SCHEMATIC DESIGN SET CONSULTANT RFP SET HPC APPLICATION SET PRELIMINARY PRICING SET REVISED HPC SETKIENAST SKI HOUSE406 WEST SMUGGLER STREETASPEN, COLORADO 81611PARCEL ID: 273512412003ALL DESIGNS, IDEAS ARRANGEMENTS AND PLANS INDICATED BY THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY AND COPYRIGHT OF KIM RAYMOND ARCHITECTS, INC. AND SHALL NEITHER BE USED ON ANY OTHER WORK NOR BE USED BY ANY OTHER PERSON FOR ANY USE WHATSOEVER WITHOUT WRITTEN PERMISSION. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND SHALL BE VERIFIED AT T H E S I T E . A N Y D I M E N S I O N A L DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO COMMENCEMENT OF WORK. A.3.02 11/8/25 EXISTING ELEVATIONS: NORTH & EAST DATE www.kimraymondarchitects.com 970-925-225211/8/25 1" ACTUAL IF THE ABOVE DIMENSION DOES NOT MEASURE ONE INCH (1") EXACTLY, THIS DRAWING WILL HAVE BEEN ENLARGED OR REDUCED, AFFECTING ALL LABELED SCALES. 11/7/24 2/6/25 3/28/25 4/30/25 9/25/25 E E C C A A B B NOT HISTORIC (TO BE REMOVED) EXISTING WINDOW WELLS TO BE REMOVED EXISTING STAIRWELL AND SUB-GRADE WALLS TO BE REMOVED EXISTING NON-HISTORIC CHIMNEY FLUE TO BE REMOVED OVER-FRAMED ROOF TO BE REMOVED EXISTING HISTORIC WALL & SIDING TO REMAIN PRESERVE REMAINING SIDING ON HISTORIC PORTIONS OF EXTERIOR WALLS EXISTING NON-HISTORIC DECK AND STEPS TO BE REMOVED T.O. HISTORIC PLY 100'-0" T.O. EXISTING BASEMENT SLAB 89'-6 1/4" T.O. HISTORIC PLY 100'-0" T.O. EXISTING BASEMENT SLAB 89'-6 1/4"SETBACK LINEPROPERTY LINESETBACK LINEPROPERTY LINENOT HISTORIC (TO BE REMOVED) EXISTING PORCH & COLUMNS TO BE REMOVED AND RECONSTRUCTED SHINGLE ROOFING TO BE REMOVED NON-HISTORIC FLUE TO BE REMOVED NON-HISTORIC WINDOW TO BE REMOVED 1 1 2 2 3 3 4 4 5 5 6 6 T.O. HISTORIC PLY 100'-0" T.O. EXISTING BASEMENT SLAB 89'-6 1/4" T.O. HISTORIC PLY 100'-0" T.O. EXISTING BASEMENT SLAB 89'-6 1/4"PROPERTY LINESETBACK LINESETBACK LINESETBACK LINEPROPERTY LINESCALE: 1/4" = 1'-0"1 EXISTING NORTH ELEVATION SCALE: 1/4" = 1'-0"2 EXISTING EAST ELEVATION 99 1 DEED RESTRICTION AND AGREEMENT FOR ESTABLISHMENT OF A HISTORIC TRANSFERABLE DEVELOPMENT RIGHT PURSUANT TO ASPEN CITY COUNCIL ORDINANCE #____, SERIES OF 20____ THIS DEED RESTRICTION AND AGREEMENT is made and entered into this _____ day of ______________, 20____, by Dax Mitchell, (hereinaEer referred to as “Owner”), whose address is 406 West Smuggler Street, Lots P and Q , Block 33, City and Townsite of Aspen, Pitkin County, Colorado, Parcel ID 273512412003, and The City of Aspen, a body poliYc and corporate pursuant to its Home-Rule Charter and the ConsYtuYon of the State of Colorado, acYng through its City Council, (hereinaEer the “City”); WITNESSETH WHEREAS, Owner owns real property more specifically described as; Lots R and S, Block 28, City and Townsite of Aspen, Pitkin County, Colorado, Parcel ID 273512412003 (hereinaEer referred to as “Real Property”), which Real Property is designated as a Historic Site, as such are defined in the City of Aspen Land Use Code (“City Code”); and WHEREAS, Owner has submi_ed an affidavit, duly notarized, in compliance with SecYon 26.535.090.A.2 of the City Code, and supplied the necessary applicaYon materials idenYfied in SecYon 26.535.090 showing compliance with the criteria set forth in SecYon 26.535.070 of the City Code; and WHEREAS, The Community Development Department has reviewed Owner’s applicaYon according to the review standards idenYfied in 26.535.070 of the City Code, and has recommended approval of the applicaYon and the establishment of one (1) approved Historic TDR CerYficate as set forth herein; and WHEREAS, City Council Ordinance #______, Series of 20____ (the “Ordinance”) was approved on ______ (date) _______________, establishing the above referenced Historic TDR CerYficate, and requiring that a Deed RestricYon be recorded in real property records of Pitkin County, designaYng the Real Property as a Sending Site and permanently restricYng the development of the Real Property (the Sending Site) to an allowable Floor Area not exceeding the allowance for a single-family residence or duplex if allowed, minus two hundred and fiEy (250) square feet of Floor Area per the one Historic TDR CerYficate established; and WHEREAS, in consideraYon of the establishment of one (1) Historic TDR CerYficate pursuant to the Ordinance and City Code, Owner agrees to restrict the Real Property as set forth herein. NOW, THEREFORE, in consideraYon of the mutual promises and obligaYons contained herein, Owner and the City hereby covenant and agree as follows: 100 2 1. Development of the Real Property (the Sending Site) is hereby permanently restricted to an allowable Floor Area not exceeding the allowance for a single family residence or duplex as otherwise permi_ed by the City Code on the Real Property, minus any deducYons resulYng from previous issuance of TDR cerYficate(s) and minus 250 square feet, that being two hundred fiEy (250) square feet of Floor Area per the one (1) Historic TDR CerYficate hereby established. 2. The property owner is not required by Ordinance # ____, Series of 2025 to sever said TDR cerYficate. The property owner, at their sole discreYon, may elect to sever no TDR cerYficate from the property. 3. In consideraYon of the foregoing, and pursuant to the City Code and the Ordinance, the City shall cause the issuance of one (1) Historic TDR CerYficate, executed by the Mayor, allowing the transfer of development rights to a Receiver Site to be determined pursuant to the City Code. This Historic TDR CerYficate may be sold, assigned, transferred, or conveyed. Transfer of Ytle shall be evidenced by an assignment of ownership on the actual cerYficate document. Upon transfer, the new owner may request the City re-issue the cerYficate acknowledging the new owner. Reissuance shall not require adopYon of a new ordinance. The market for such Historic TDR CerYficate shall remain unrestricted and the City shall not prescribe or guarantee the monetary value of any Historic TDR CerYficates. 4. This deed restricYon shall not be construed to sYpulate an absolute Floor Area on the Real Property, but only a square footage reducYon from the allowable Floor Area, as that allowable Floor Area may be amended from Yme to Yme. 5. The Real Property (Sending Site) shall remain eligible for Floor Area incenYves and/or exempYons as may be authorized by the City Code, as it may be amended from Yme to Yme. 6. This restricYon may be modified only in a wriYng signed by both the Owner and the City. 7. Unless modified as stated above, this Agreement shall consYtute a covenant running with the Real Property as a burden thereon for the benefit of, and shall be specifically enforceable by, the City Council of the City of Aspen by any appropriate legal acYon including, but not limited to, injuncYon or abatement. [SIGNATURES ON FOLLOWING PAGES] 101 3 IN WITNESS HEREOF, the parYes hereto have executed this instrument on the date and year above first wri_en. OWNER: By: _________________________________ Dax Mitchell STATE OF COLORADO ) )ss. COUNTY OF PITKIN ) The foregoing instrument was acknowledged before me this ________________ day of ____________________, 20______, by _________________ Witness my hand and official seal. My commission expires: ___________________ _____________________________ Notary Public 102 4 APPROVAL OF CITY ATTORNEY By:___________________________ Kate Johnson, City A_orney THE CITY OF ASPEN, COLORADO a body poliYc and corporate pursuant to its Home-Rule Charter and the ConsYtuYon of the State of Colorado By: ______________________________ Date: ________________ Rachel Richards, Mayor STATE OF COLORADO ) )ss. COUNTY OF PITKIN ) The foregoing instrument was acknowledged before me this ________________ day of ____________________, 20______, by _________________ Witness my hand and official seal. My commission expires: ___________________ _____________________________ Notary Public 103 1 406 West Smuggler Street - TDR Review Criteria COA Land Use Code Section 26.535.070 – Review Criteria for Establishment of a Historic Transferable Development Right. A historic TDR certificate may be established by the Mayor of the City Council, pursuant to adoption of an ordinance, finds all the following standards met. a) The sending site is a historic landmark on which the development of a single-family or duplex residence is a permitted use, pursuant to Chapter 26.710, Zone Districts. Properties on which such development is a conditional use shall not be eligible. Response – 406 West Smuggler Street is a historically designated resource and site, and single family or duplex are permitted uses per the R-6 zone district in which it is within. b) It is demonstrated that the sending site has permitted unbuilt development rights, for either a single- family or duplex home, equaling or exceeding two hundred and fifty (250) square feet of floor area multiplied by the number of historic TDR certificates requested. Response: The existing allowable floor area calculations are provided below. The current property consists of 1,636 square feet of its 3,240 square foot allowance per R-6 zone district. A total of 1,604 square feet of unbuilt floor area, which after the removal of (1) TDR would leave1,354 square feet of unbuilt floor area. SINGLE FAMILY DWELLING ALLOWABLE FLOOR AREA 3,240 sq ft EXISTING FLOOR AREA 1,636 sq ft UNBUILT FLOOR AREA 1,604 sq ft UNBUILT FLOOR AREA AFTER SEVERANCE OF (1) TDR 1,354 sq ft c) It is demonstrated that the establishment of TDR certificates will not create a nonconformity. In cases where a nonconformity already exists, the action shall not increase the specific nonconformity. Response: There is no existing nonconformity, nor will a nonconformity is be created or increased by this request. d) The analysis of unbuilt development right shall only include the actual built development, any approved development order, the allowable development right prescribed by zoning for a single family or duplex residence, and shall not include the potential of the sending site to gain floor area bonuses, exemptions or similar potential development incentives. Properties in the MU Zone District which do not currently contain a single-family home or duplex established prior to the adoption of Ordinance #7, Series of 2005, shall be permitted to base the calculation of TDRs on one hundred percent (100%) of the allowable floor area on an equivalent-sized lot in the R-6 zone district. This is only for the purpose of creating TDRs and does not permit the on-site development of one hundred percent (100%) of the allowable floor area on an equivalent-sized lot in the R-6 zone district. If the additional twenty percent 104 2 (20%) of allowable floor area exceeds five hundred (500) square feet, the applicant may not request a floor area bonus from HPC at any time in the future. Any development order to develop floor area, beyond that remaining legally connected to the property after establishment of TDR Certificates, shall be considered null and void. Response: The existing property has adequate unused floor area to sever (1) TDR. A pending Historic Preservation Major Development application proposes 3,177 square feet of an allowed 3,600 square feet for a duplex structure per R-6 Zone District. The total proposed square footage utilizes a HP granted bonus that excludes the proposed lightwell from the exposed wall area calculations. This leaves 434 square feet of unused floor area on the property. DUPLEX DWELLING ALLOWABLE FLOOR AREA 3,600 sq ft PROPOSED FLOOR AREA 3,583 sq ft PROPOSED FLOORA AREA w/ HP GRANTED BONUS 3,177 sq ft UNBUILT FLOOR AREA 423 sq ft UNBUILT FLOOR AREA AFTER SEVERANCE OF (1) TDR 173 sq ft e) The proposed deed restriction permanently restricts the maximum development of the property (the sending site) to an allowable floor area not exceeding the allowance for a single-family or duplex residence minus two hundred and fifty (250) square feet of floor area multiplied by the number of historic TDR certificates established. For properties with multiple or unlimited floor areas for certain types of allowed uses, the maximum development of the property, independent of the established property use, shall be the floor area of a single-family or duplex residence (whichever is permitted) minus two hundred fifty (250) square feet of floor area multiplies by the number of historic TDR certificates established. The deed restriction shall not stipulate an absolute floor area, but shall stipulate a square footage reduction from the allowable floor area for a single-family or duplex residence, as may be amended from time to time. The sending site shall remain eligible for certain floor area incentives and/or exemptions as may be authorized by the City Land Use Code, as may be amended from time to time. The form of the deed restriction shall be acceptable to the City Attorney. Response: See accompanying draft deed restriction. It is understood that the property owner elects to sever (1) TDR certificates from the property, and that the floor area is permanently severed from the property upon the recordation of the deed restriction, not upon the approval of the ordinance. f) A real estate closing has been scheduled at which, upon satisfaction of all relevant requirements, the City shall execute and deliver the applicable number of historic TDR certificates to the sending site property owner and that property owner shall execute and deliver a deed restriction lessening the available development right of the subject property together with the appropriate fee for recording the deed restriction with the County Clerk and Recorder's office. Response: Not applicable g) It shall be the responsibility of the sending site property owner to provide building plans and a zoning analysis of the sending site to the satisfaction of the Community Development Director. Certain review fees may be required for the confirmation of built floor area. 105 3 Response – Please refer to attached drawings and application narrative for a zoning analysis and floor area calculations. h) The sale, assignment, conveyance or other transfer or change in ownership of transferable development rights certificates shall be recorded in the real estate records of the Pitkin County Clerk and Recorder and must be reported by the grantor to the City of Aspen Community Development Department within five (5) days of such transfer. The report of such transfer shall disclose the certificate number, the grantor, the grantee and the total value of the consideration paid for the certificate. Failure to timely or accurately report such transfer shall not render the transferable development right certificate void. Response: Not applicable i) TDR certificates may be issued at the pace preferred by the property owner. Response: It is understood that the property owner may elect to sever the (1) TDR per their preferred pace j) City Council may find that the creation of TDRs is not the best preservation solution for the affected historic resource and deny the application to create TDRs. HPC shall provide Council with a recommendation. Response: Noted 106 Attachment B HP Design Guidelines Staff Finding Page 1 of 3 26.415.070(d) Certificate of Appropriateness for Major Development For approval of a Certificate of Appropriateness for Major Development, the HPC must determine the project’s conformance with the City of Aspen Historic Preservation Design Guidelines. **Criteria found as “Not Applicable” has been removed Chapter 1: Site Planning and Landscape 1.6 Provide a simple walkway running perpendicular from the street to the front entry on residential projects. 1.8 Consider stormwater quality needs early in the design process. 1.11 Preserve and maintain historically significant landscaping on site, particularly landmark trees and shrubs. 1.12 Provide an appropriate context for historic structures. 1.13 Additions of plant material to the landscape that could interfere with or block views of historic structures are inappropriate. 1.14 Minimize the visual impacts of landscape lighting. 1.22 When a new retaining wall is necessary, its height and visibility should be minimized. 1.24 Preserve historically significant landscapes with few or no alterations. 1.25 New development on these sites should respect the historic design of the landscape and its built features. 1.27 Preserve and maintain significant landscaping on site. Staff Finding: The applicant is proposing perpendicular walkways to the historic resource and the new detached residence. The applicant has provided stormwater information that has been deemed acceptable by the Engineering Department. The landscaping plan identifies appropriate mix of perennial beds and periwinkle around the resource, with a 12” gravel border between the resource and any plantings. There is one existing evergreen tree located at the front of the property, but no new plantings are proposed that would block views of the resource. A retaining wall located in the southwest corner of the property is proposed to assist in stormwater needs and to accommodate the neighboring property’s existing planter box. There will be no site or pathway lighting for the resource, but the new building will have three low-light pathway lights along the 68’ pathway. Staff find the above review criteria to be met. Chapter 2: Building Materials 2.1 Preserve original building materials. 2.2 The finish of materials should be as it would have existed historically. 2.3 Match the original material in composition, scale and finish when replacing materials on primary surfaces. 2.4 Do not use synthetic materials as replacements for original building materials. 2.5 Covering original building materials with new materials is inappropriate. 107 Attachment B HP Design Guidelines Staff Finding Page 2 of 3 2.6 Remove layers that cover the original material. Staff Finding: The applicant is proposing to restore historic building materials to the extent possible. Should any historic material not be salvageable, in-kind replacement will be used. The applicant has provided details on the proposed materials for both the resource and the new building, with the majority of the proposed materials meeting guidelines. The proposed roof material for the historic resource is a composite shingle that tries to replicate an historic wood shingle. While the guidelines state that historic material should not be replaced with synthetic materials, staff understand the difficulties in roofing material options as it intersects with insurance requirements. The proposed Enviroshingle material appears to have similarities to historic wood shingles in its dimensions and striations, however the durability and reflectivity remain questionable as the product has not been tested over time. The materials proposed for the new building help to differentiate it from the resource. Staff find the majority of the above review criteria to be met. Chapter 6: Architectural Details 6.1 Preserve significant architectural features. 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. 6.5 Do not guess at “historic” designs for replacement parts. Staff Finding: The applicant is proposing to retain historic materials and restore them wherever possible. If material is deemed not salvageable, the applicant has proposed replacing it in-kind. Staff find the above review criteria to be met. Chapter 12: Accessibility, Architectural lighting, Mechanical Equipment, Service Areas, and Signage 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. 12.3 Exterior light fixtures should be simple in character. 12.4 Minimize the visual impacts of utilitarian areas, such as mechanical equipment and trash storage. Staff Finding: The applicant is proposing minimal lighting on the historic resource, including one sconce at each entry door and two sconces at the rear deck. The sconces at the front entries are of a jelly jar design similar to what the HPC has previously approved. The sconces at the back are slightly more modern, but not visible from the street and do not detract from the historic character of the resource. The new building has an entry sconce, lighting at the garage doors, back 108 Attachment B HP Design Guidelines Staff Finding Page 3 of 3 patio, and the front patio area. Mechanical screening is proposed. Staff find the above review criteria to be met. 109 Attachment C Benefit Review Criteria Staff Findings Sec. 26.415.110. – Benefits. **Criteria found as “Not Applicable” has been removed k. Transferrable Development Right (TDR). Pursuant to Chapter 26.535 of this Code, owners of properties listed on the Aspen Inventory of Historic Landmark Sites and Structures may sever and convey, as a separate development right, undeveloped floor area to be developed on a different property within the City. Refer to Section 26.710, Zone Districts for further information on landing sites for TDRs. Sec. 26.535.070. - Review criteria for establishment of a historic transferable development right. A historic TDR certificate may be established by the Mayor if the City Council, pursuant to adoption of an ordinance, finds all the following standards met. a) The sending site is a historic landmark on which the development of a single-family or duplex residence is a permitted use, pursuant to Chapter 26.710, Zone Districts. Properties on which such development is a conditional use shall not be eligible. b) It is demonstrated that the sending site has permitted unbuilt development rights, for either a single-family or duplex home, equaling or exceeding two hundred and fifty (250) square feet of floor area multiplied by the number of historic TDR certificates requested. c) It is demonstrated that the establishment of TDR certificates will not create a nonconformity. In cases where a nonconformity already exists, the action shall not increase the specific nonconformity. d) The analysis of unbuilt development right shall only include the actual built development, any approved development order, the allowable development right prescribed by zoning for a single-family or duplex residence, and shall not include the potential of the sending site to gain floor area bonuses, exemptions or similar potential development incentives. Properties in the MU Zone District which do not currently contain a single-family home or duplex established prior to the adoption of Ordinance #7, Series of 2005, shall be permitted to base the calculation of TDRs on one hundred percent (100%) of the allowable floor area on an equivalent-sized lot in the R-6 zone district. This is only for the purpose of creating TDRs and does not permit the on-site development of one hundred percent (100%) of the allowable floor area on an equivalent-sized lot in the R-6 zone district. If the additional twenty percent (20%) of allowable floor area exceeds five hundred (500) square feet, the applicant may not request a floor area bonus 110 Attachment C Benefit Review Criteria Staff Findings from HPC at any time in the future. Any development order to develop floor area, beyond that remaining legally connected to the property after establishment of TDR Certificates, shall be considered null and void. e) The proposed deed restriction permanently restricts the maximum development of the property (the sending site) to an allowable floor area not exceeding the allowance for a single-family or duplex residence minus two hundred and fifty (250) square feet of floor area multiplied by the number of historic TDR certificates established. For properties with multiple or unlimited floor areas for certain types of allowed uses, the maximum development of the property, independent of the established property use, shall be the floor area of a single-family or duplex residence (whichever is permitted) minus two hundred fifty (250) square feet of floor area multiplies by the number of historic TDR certificates established. The deed restriction shall not stipulate an absolute floor area, but shall stipulate a square footage reduction from the allowable floor area for a single-family or duplex residence, as may be amended from time to time. The sending site shall remain eligible for certain floor area incentives and/or exemptions as may be authorized by the City Land Use Code, as may be amended from time to time. The form of the deed restriction shall be acceptable to the City Attorney. f) A real estate closing has been scheduled at which, upon satisfaction of all relevant requirements, the City shall execute and deliver the applicable number of historic TDR certificates to the sending site property owner and that property owner shall execute and deliver a deed restriction lessening the available development right of the subject property together with the appropriate fee for recording the deed restriction with the County Clerk and Recorder's office. g) It shall be the responsibility of the sending site property owner to provide building plans and a zoning analysis of the sending site to the satisfaction of the Community Development Director. Certain review fees may be required for the confirmation of built floor area. h) The sale, assignment, conveyance or other transfer or change in ownership of transferable development rights certificates shall be recorded in the real estate records of the Pitkin County Clerk and Recorder and must be reported by the grantor to the City of Aspen Community Development Department within five (5) days of such transfer. The report of such transfer shall disclose the certificate number, the grantor, the grantee and the total value of the 111 Attachment C Benefit Review Criteria Staff Findings consideration paid for the certificate. Failure to timely or accurately report such transfer shall not render the transferable development right certificate void. i) TDR certificates may be issued at the pace preferred by the property owner. j) City Council may find that the creation of TDRs is not the best preservation solution for the affected historic resource and deny the application to create TDRs. HPC shall provide Council with a recommendation. Staff Finding: The subject property located at 406 W. Smuggler St. is a landmarked property and single family and duplex uses are permitted in the zone district. The property is allowed 3,600 square feet of floor area per underlying zoning. There is currently 1,636 square feet of floor area built out on site, leaving 1,604 square feet remaining. The current proposal before the HPC includes a total of 3,177 square feet with the previously approved lightwell exemption of 434 square feet, which leaves 424 square feet remaining. Should one TDR be severed, the remaining allowable floor area for the property is 173 square feet. The applicant has provided a draft deed restriction and plans detailing the associated floor area calculations. The HPC is asked to provide a recommendation to Council at this time. Staff find the applicable review criteria to be met. Total Allowable Floor Area per Zoning 3,600 sf Existing Floor Area 1,636 sf Proposed Floor Area (with lightwell exemption of 434 square feet) 3,177 sf Remaining Allowable Floor Area 423 sf Remaining Allowable Floor Area (If TDR is severed) 173 sf 112 MEMORANDUM TO: Gillian White, Historic Preservation Officer FROM: Owen Palcsik, Planner Technician DATE: 2/9/2026 RE: Zoning Referral Comments – LPA-25-132 – 406 W Smuggler The following details will be needed for permit review: 1. This permit includes exterior lighting. Please ensure it is compliant with Sec. 26.512, Exterior Lighting. Refer to 26.512.040, Submittal Process, for guidance regarding required submissions. A variety of other requirements may be necessary for building permit submittal and zoning review. 113 Memorandum TO: Gillian White, gillian.white@aspen.gov Community Development Department FROM: Kyla Smits, kyla.smits@aspen.gov Engineering Department DATE: January 30, 2026 SUBJECT: Engineering Department Referral Comments PROJECT: LPA-25-132 406 W Smuggler, Historic Redevelopment Final Review. COMMENTS: These comments are not intended to be exhaustive, but an initial response to the project packet submitted for the purpose of the Historical Preservation Committee meeting. Other requirements may be requested at time of permit. 1. No trees or large shrubs are permitted within the utility easement for the transformer. Nothing, including plantings, can block access to the transformer. 2. Water Service Lines shall not be located within the Critical Root Zone of any tree. A different alignment can be determined at building permit. 114 To: Gillian White HPC Community Development Department From: Joseph Pewitt Permit Coordinator Parks & Open Space Department Date: February 23, 2026 Subject: Parks Department Referral Comments Project: LPA-25-132, 406 W Smuggler St. – HPC Conceptual Major Review These comments are not intended to be exhaustive, but an initial response to the project conceptual packet submitted for the request of a conceptual major review and other requirements may be requested at time of permit submittal. Comments: 1. The Parks and Open Space Department has coordinated the proposed temporary house location and impacts to existing trees to be preserved with the applicant. a. The applicant shall provide a tree preservation plan at permit to reduce compaction within the existing critical root zone of Tree #10 to be preserved. b. Landscape Plans have been updated to reflect Tree #1, Tree #2, and Tree #3 to be removed. i. L -1 shall be revised at permit to reflect the same. c. The applicant shall employ pneumatic excavation prior to vertical excavation as part of the tree preservation plan within the existing critical root zone of Tree #14 to be preserved. i. The applicant shall coordinate a critical root zone inspection with the City Forester to analyze suitability for preservation upon completion of pneumatic excavation. d. The applicant shall employ pneumatic excavation prior to vertical excavation as part of the tree preservation plan within the existing critical root zone of Tree #25 to be preserved, situated on Lot-R. i. The applicant shall coordinate a critical root zone inspection with the City Forester to analyze suitability for preservation upon completion of pneumatic excavation. Building Permit Submittal Requirements: ➢ Permit documents shall include accurate tree surveys for all sites dated within one -year identifying locations of all trees four (4) inches or over identified by trunk diameter and species; three (3) inches or over for native species as defined by Ch.13.20 .020(a). ➢ Permit documents shall include tree removal plans, site specific tree protection and preservation plans, tree mitigation plans, and irrigation plans. All Critical Root Zones to be protected and preserved shall be accurately illustrated to scale on all plan sheets with 1” of surveyed tree diameter at breast height equaling 1’ in radius of required Tree Protection Zone. The protection and preservation plans shall indicate the location of all protective zones and methodology for approval by the City Forester and prohibit excavation, storage of materials, storage of construction backfills, storage of equipment, and access over or through the zone(s) by foot or vehicle. ➢ Permit documents shall include, and note, any proposed grade changes within critical root zones of trees to be protected and preserved during site disruption. ➢ Permit documents shall include the location of all site improvements including subsurface improvements such as utilities, irrigation infrastructure, or foundation work. ➢ Tree Protection Zones shall be erected at the limits of Critical Root Zones to be protected and preserved throughout construction until a Certificate of Occupancy is issued for all proposed sites unless otherwise approved by the City Forester. ➢ Protection areas shall be established on site to protect existing natural resources as appropriate, including trees not included in the definition set forth in 13.20.020(a). ➢ A Development-Related Tree Removal / Critical Root Zone Excavation Permit shall be submitted, reviewed, and issued by the City Forester upon completion of Parks & Open Space building permit application review. ➢ Tree Removal Permit issuance and Parks initial inspection are required prior to activity occurring on site. Mitigation for removals must be met by the replacement of trees on site, paying cash-in-lieu fees, or a combination of both, pursuant to Chapter 13.20 of the City Municipal Code. The applicant shall explore potential planting sites around the property to allow sustainable planting and full maturation of all trees planted. HPC 2026 Goals Prioritize items for development w/ staff: 1. Policy and details for building enclosure on historic resources a. Removing existing siding b. adding exterior waterproofing c. insulating the exterior walls d. connection from resource to new construction 2. Maintenance manual a. Brick - historic vs new & painting b. Victorians - how to maintain wood siding 3. Design guidelines a. create chapter related to non-single family residential in commercial core/ b. focus on guidelines for zone districts where larger mass & scale is allowable by land use code ie commercial core and main st historic district 4. Review of requirements for Conceptual and Final reviews for multi step projects a. Fenestration at conceptual 5. Ordinance Language a. Evaluate increasing the standard bond amount in draft language b. Review draft standard language for resolutions moving forward regarding the discovery of historic material during a project and requirements to adjust the projects to address this 115