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Home My WebLink About1440 Red Butte Stream Margin Application_230123Design Workshop, Inc. Landscape Architecture Planning Urban Design Strategic Services 120 East Main Street Aspen, Colorado 81611 970.925.8354 designworkshop.com January 23, 2023 Ms. Amy Simon Planning Director City of Aspen 427 Rio Grande Place Aspen, CO 81611 Re: Stream Margin Review Application for 1440 Red Butte Drive Dear Ms. Simon: Please accept this application for a Stream Margin Review at 1440 Red Butte Drive (Block 1, Lot 4 of the Red Butte Subdivision, Parcel (ID 273501302001) in the Cemetery Lane Neighborhood. The property is located within the City of Aspen’s R- 30 Zone District which provides for long-term residential purposes, accessory dwelling units, certain short-term rentals and customary accessory uses. The property is located adjacent to the Roaring Fork River, which triggers certain additional requirements related to protections of slope and on-site vegetation. Based upon the most recent survey, the property is approximately 0.706 acres or 30,753 sq. ft. The existing home is slightly over the allowable floor area for the R-30 zone. The property is currently developed with a single-family residence with well established-trees and landscaping features. The driveway from Red Butte Drive is currently gravel and encompasses a large area of the front lawn. The front of the property is relatively flat with the exception of where the existing driveway transitions down to the partially subgrade garage with retaining walls on either side of the driveway to support the change in slope which exceed twelve percent. The property features large trees with distinct landscaping features that include walkways to the front entrance and around the side of the home. The rear of the property contains several patios and decks, a spa and gazebo. There are walkways, several patios, and art features that are currently located within the 100-year floodplain. The lawn gently slopes away from the residence as it approaches the top of slope where it transitions approximately five feet to the mean high-water line. The rear of the property is mostly comprised of grass with various plantings and mature trees. Proposal The applicant is proposing to alter the existing residence in order to update architecture, roofing materials, replace windows and doors with new materials, alter the roof structure along that the west elevation, and update landscaping and exterior features to remove existing structures and patios within the top of slope. The project is an extensive remodel, but is well below the threshold for demolition at just 25.2%. Approval for Residential Design Standards was granted by the City on January 17, 2023, a copy of which is included as Exhibit 7. The existing home is slightly over the allowable floor area for the R-30 zone district which the applicant intents to remedy with the use of a TDR – the balance of floor area which will be allocated to a detached garage addition. Design Workshop, Inc. 2 Property History Development on Lot 4 began in 1960 when the property was still in Pitkin County. The subdivision was later annexed into the City of Aspen in 1968 and the original house was demolished in 1989. A Stream Margin application for demolition was submitted (LU 56A-89) and approved, and the building permit records indicate that the demolition was conducted under Building Permit 278 and the redevelopment of Lot 4 received a Stream Margin approval (LU 69A-89). The land use approval’s associated Building Permit (#278) was issued in October of 1989. The existing structure at 1440 Red Butte Drive was constructed in the early 1990s and includes two additions from 1994 and 1999, respectively, both of which received administrative Stream Margin Exemption approvals. The first added a bathroom and office under Building Permit #3-555 and with a Certificate of Occupancy dated in September 1994. The second addition enclosed an existing porch (LU A024-99, Building Permit #9-126). The current owners have begun interior renovations of the home, for which they received a permit earlier in 2022. Renovations under the current building permit are specific to interior changes. The applicant is also proposing to update several features of the home related to the exterior and groundwork which are the basis for this application request. Existing Home Dimensions The existing home’s floor area and proposed changes are encapsulated in the Table 1 below. Allowable floor area for the property in the R-30 zone district is 5,152 square feet, in addition to a deck exemption of 15% totaling 772 sq. ft. In calculating the existing home’s floor area under today’s code requirements for calculations and measurements, the existing floor area totals 5,156.29 square feet, exceeding the maximum by approximately 4 square feet. Table 1: Dimensional Compliance Dimensions Allowance / Limitation Zoning Compliance Minimum Gross Lot Area 30,000 sq ft Yes, the property is estimated at 30,753 sq ft / Exhibit 8 Survey Minimum Lot Width 100 ft Minimum Front Setback Residential dwelling: 25 feet Yes / Arch Set A1.1 Accessory and all other buildings: 30 ft Minimum Rear Setback Residential Dwelling: 15 ft Yes / Arch Set A1.1 Accessory Building: 5 ft All other buildings: 30 ft Minimum Side Setback 10 ft Yes / Arch Set A1.1 Design Workshop, Inc. 3 Maximum Height 25 ft Yes / Arch Set A1.1 Minimum Distance Between Principal and Accessory Buildings 10 ft Yes / Arch Set A1.1 Maximum Allowed Floor Area Detached residential dwelling: Existing structure is calculated at 5156.29 sq ft / / Arch Set Z0.1-2 5,152 sq ft (plus 772.8 sq ft of deck) for the Net Lot size TDR Eligibility Yes, 1 TDR worth up to 250 sq ft may be landed on the property. Properties listed on the inventory of historic sites and structures shall not be eligible for this Floor Area increase. Applicant is proposing to land 1 TDR on the property. / Section 26.535 / Section 26.710.080. The applicant proposes to land a purchased Transferable Development Right (TDR) to encapsulate the previously permitted non-conforming floor area within the existing residence and to accommodate the newly proposed detached garage. TDR The Aspen Land Use Code allows for the use of Transferable Development Rights – this program was created to lessen the allowable development on historic properties (sending sites) through a permanent deed restriction and land use approval process. As an eligible receiver site, per Section 26.710.080 – Low Residential Density (R- 30), the applicant is proposing to land a TDR and extinguish 250 square feet of floor area to cure the previously permitted floor area non-conformity and apply the remaining floor area to the new garage addition. This additional 250 square feet of floor area will increase the maximum allowable floor area of the property from 5,152 square feet to 5,402 square feet. The proposed total floor area is calculated at 5,380 square feet which is under the maximum allowable with the TDR. Garage Addition and Driveway Grading The proposed garage addition is sited in the southwest quadrant of the property, sitting behind the front yard and side yard setbacks hidden from view from the street. The addition is proposed to be subgrade. This is accomplished through minor adjustments to grading to create improved access to the home through the redesigned driveway and autocourt. Entry into the garage addition will be from the autocourt where the single-stall entry will not be visible from the street. The applicant is proposing to utilize a green roof over the subgrade space to provide additional screening. New landscaping is also proposed around the structure to provided added screening. Grading, drainage, and alterations to utilities are proposed to accommodate the subgrade structure. The entry point into the driveway from Red Butte will remain the same, however, an improved alignment is proposed into the autocourt which includes the addition of a concrete site wall, an updated car parking area, and an updated autocourt design. Design Workshop, Inc. 4 This updated design provides for an adequate turning radius and shielded entry into the new garage addition with a green roof. The access point will be widened from 11 feet to 12 feet. Gravel will be replaced with pervious pavers with a concrete border. The driveway will have a gradual two percent slope until it reaches past the front setback where it transitions to a 7.5% slope and drops below the existing grade. Stream Margin Review At the rear of the property, the applicant is proposing to remove two existing patios, stairs, and a spa, all located within the top of slope (indicated in the existing site plan on Sheet A.1.1 and L1.0) in order to come into compliance with current stream margin standards. Removing these elements will ensure that there are no features between the 15-foot setback from top of slope. As verbally approved through discussions with engineering staff, the existing retaining walls will remain in order to lessen disturbance between the mean high-water line and the top of bank. The proposal includes several at grade patios off the rear of the home that are configured to stay outside of the 15-foot setback from top of slope. Proposed features in the backyard include the relocated and redesigned spa and a new pergola shade structure, as illustrated on Sheet A.1.1 and L1.0. The largest patio is proposed to be snowmelted, as illustrated on Sheet C.07. Drainage, Stormwater and Utilities The applicant understands the proposal is considered a “major project” per the City of Aspen Urban Runoff Management Plan and requires the entire property to be brought into compliance. The applicant is proposing to collect all of the runoff from impervious areas within one pipe network which would be conveyed into a detention basin to the north side of the development. The proposal intends for the majority of the front yard to be pervious, due to the green roof over the new detached garage and the installation of pervious pavers. All roof areas on the front of the residence are proposed to have gutters and downspouts which will convey the runoff to the system in the backyard. The rear of the home is proposed to employ a series of downspouts, gutters, inlets, and trench drains to collect the impervious areas in the backyard. Updates to utilities will accommodate proposed changes to the site while minimizing impacts to vegetation on site. Landscaping The proposal includes a landscape plan that details new plantings and compliance with stream margin standards related to approved plantings and lighting. Areas within the top of slope setback are proposed to be seeded and hand-dug City of Aspen approved vegetation. Trees The property contains several species of trees including aspens, blue spruces, subalpine fir, lodgepole pine, and narrowleaf cottonwoods. In the assessment Design Workshop, Inc. 5 conducted of the tree inventory on-site 37 trees were considered to be in poor or dead overall condition. These trees should be considered for removal regardless of future construction activities. Trees recommended for removal are included in the report from Aspen Tree Service in Exhibit 13 and the accompanying tree removal recommendation Sheet L2.0 in the Landscape Set. Residential Design Standards Review The proposed work is subject to the Residential Design Standards review, and the applicant at the request of staff has submitted a separate administrative application which is currently under review. We believe that we have provided adequate information for staff to review this application, but please reach out if you have questions about the materials provided. Kind Regards, Jessica Garrow, AICP Principal, Design Workshop Attachments: 1. Response to Review Criteria 2. COA Land Use Application 3. Pre-Application Conference Summary 4. Letter of Authorization 5. Proof of Ownership – Title Work 6. Vicinity Map 7. Administrative RDS Approval 8. Survey 9. Arch Set 10. Civil Set 11. Civil Report 12. Landscape Plan 13. Tree Report 14. Geotech Report 1440 Red Butte Stream Margin Review Standards Page 1 of 4 Exhibit 1 - 1440 Red Butte Review Criteria Stream margin review standards. No development shall be permitted within the stream margin of the Roaring Fork River unless the Community Development Director makes a determination that the proposed development complies with all requirements set forth below: (1) It can be demonstrated that any proposed development which is in the Special Flood Hazard Area will not increase the base flood elevation on the parcel proposed for development. This shall be demonstrated by an engineering study prepared by a professional engineer registered to practice in the State which shows that the base flood elevation will not be raised, including, but not limited to, proposing mitigation techniques on or off-site which compensate for any base flood elevation increase caused by the development; and Applicant Response: As depicted on the proposed site plan, the proposed scope of work is located outside of the 15' setback from the top of slope and the Zone AE Floodway 100 Year Flood Plain. Therefore, the proposed development will not increase the base flood elevation on the parcel. Refer to survey, which identifies the effective 100-year floodplain. Additional detail can be found on the Landscape Plans, Civil Plans, and in the Engineering Report. (2) The adopted regulatory plans of the Open Space and Trails Board and the Roaring Fork River Greenway Plan are implemented in the proposed plan for development, to the greatest extent practicable. Areas of historic public use or access shall be dedicated via a recorded easement for public use. A fisherman's easement granting public fishing access within the high water boundaries of the river course shall be granted via a recorded "Fisherman's Easement;" and Applicant Response: The 2012 Aspen Area Community Plan: Parks, Recreation, Open Space & Trails Policies section policy IV.1 is the only policy which is partially applicable to the subject site. A review of Attachment 5, Landscape Plan, shows the house and landscaping plan has been developed based upon the concepts which are addressed in the 1973 Roaring Fork Greenway Plan. (3) There is no vegetation removed or damaged or slope grade changes (cut or fill) made outside of a specifically defined building envelope. A building envelope shall be designated by this review and said envelope shall be designated by this review and said envelope shall be recorded on a plat pursuant to Subsection 26.435.040(f)(1); and Applicant Response: The property does not currently have a designated building envelope, however, as is indicated in the Landscape Plan, there are no disturbances proposed beyond the 15-foot top of slope setback. To remove the existing non-conforming patios, stairs, and spa the area will be hand- dug and then seeded with revegetation approved by the City of Aspen. (4) The proposed development does not pollute or interfere with the natural changes of the river, stream or other tributary, including erosion and/or sedimentation during construction. Increased on-site drainage shall be accommodated within the parcel to 1440 Red Butte Stream Margin Review Standards Page 2 of 4 prevent entry into the river or onto its banks. Pools or hot tubs cannot be drained outside of the designated building envelope; and Applicant Response: The project is considered a Major Project per Table 1.1 of the City of Aspen Urban Runoff Management Plan which requires the entire site to be brought into compliance with the requirements and all additional runoff from the development to be accounted for. Crystal River Civil is proposing to collect runoff from impervious areas within one pipe network, which will convey and release into a detention basin on the north side of the development. Areas that are not collected by this system are considered pervious or are a City of Aspen Best Management Practice. As is detailed further in the Engineering Report and Civil Plans, the majority of the front yard is proposed to be pervious due to the pervious pavers in the driveway and the green roof above the new sub grade garage addition. Work to the front of the house will include downspouts and gutters, and the back of the home is proposed to implement downspouts, gutters, inlets, and trench drains to collect impervious areas on the back side of the house. This proposed system will release into a detention basin, sized for Water Quality Capture Volume. Once the capacity of this basin is met overflow will be directed through the weir and onto a gravel level spreader effectively dispersing the runoff into the 100-year floodplain and into its historic drainage path of the Roaring Fork River. Best Management Practices shall be followed during construction to ensure there are effective erosion and/or sedimentation controls to protect the Roaring Fork River. These will remain in place during construction on site. (5) Written notice is given to the Colorado Water Conservation Board prior to any alteration or relocation of a water course and a copy of said notice is submitted to the Federal Emergency Management Agency; and Applicant Response: Not Applicable. The Applicant is not proposing any alteration or relocation of the Roaring Fork River water course. (6) A guarantee is provided in the event a water course is altered or relocated, that applies to the developer and his heirs, successors and assigns that ensures that the flood carrying capacity on the parcel is not diminished; and Applicant Response: Not Applicable. The Applicant is not proposing any alteration or relocation of the Roaring Fork River water course. (7) Copies are provided of all necessary federal and state permits relating to work within the 100-year flood plain; and Applicant Response: No federal or state permits are necessary for the work being done within the floodplain. All proposed conditions do not impact the flood flow through the site. The removal of patios and 1440 Red Butte Stream Margin Review Standards Page 3 of 4 walkways will not alter the existing grades, and any disturbed areas will be revegetated immediately to minimize of erosion in the event of a flood. (8) There is no development other than approved native vegetation planting taking place below the top of slope or within fifteen (15) feet of the top of slope or the high waterline, whichever is most restrictive. This is an effort to protect the existing riparian vegetation and bank stability. New plantings (including trees, shrubs, flowers and grasses) outside of the designated building envelope on the river side shall be native riparian vegetation as approved by the City. A landscape plan will be submitted with all development applications. The top of slope and 100-year flood plain elevation of the Roaring Fork River shall be determined by the Stream Margin Map located in the Community Development Department and filed at the City Engineering Department; and Applicant Response: As is evidenced in the Landscape Plan, the application is not proposing any development other than native vegetation taking place below the top of slope or within the 15-foot setback from top of slope. There are existing improvements in the top of slop area, which will be removed as part of this project. Applicant representatives met on-site in the fall of 2022 with City of Aspen Engineering and Parks staff. Based on these conversations, we propose the removal of improvements in the stream margin area be completed using light equipment and hand tools so as not to disturb stream margin or any wildlife habitat. During construction, trees would be protected through the installation of temporary plywood boxes. If there is any heavier equipment like a small mini excavator is required for work outside of the top of slope area (for the new patios, for instance), it would have rubber tracks and rubber mats or plywood on the soil to spread the load. All staging of any equipment or tools would be outside the stream margin and brought in and out only when being used. (9) All development outside the fifteen (15) foot setback from the top of slope does not exceed a height delineated by a line drawn at a forty-five (45) degree angle from ground level at the top of slope. Height shall be measured and determined by the Community Development Director using the definition for height set forth at Section 26.04.100 and method of calculating height set forth at Section 26.575.020 as shown in Figure "A"; and Applicant Response: The application is not proposing any new development outside of the 15-foot setback from the top of slope that exceeds the 45 degree progressive height limit. Sheet A4.2 in the Architecture 1440 Red Butte Stream Margin Review Standards Page 4 of 4 Plans shows the existing eave of the upper story protrudes into this progressive height limit by approximately 2 inches in the low end of the eave and up to 21 inches on the top of the eave. Because this is a structural component and demolition is not being completed on the existing home, this element will remain. No additional encroachments will occur as part of this project. (10) All exterior lighting is low and downcast with no light(s) directed toward the river or located down the slope and shall be in compliance with Section 26.575.150. A lighting plan will be submitted with all development applications; and Applicant Response: Lights associated with the application will be compliant with Section 26.575.150 – providing low and downcast lighting with no lights directed towards the river or located down slope. The applicant acknowledges that this will be confirmed as part of the building permit review. (11) There has been accurate identification of wetlands and riparian zones. Applicant Response: Riparian zones and wetlands are delineated on the survey in Exhibit 8 and dated October 12, 2022. CITY OF ASPEN COMMUNITY DEVELOPMENT DEPARTMENT City of Aspen|130 S. Galena St.|(970) 920 5090 April 2020 COMMUNITY DEVELOPMENT DEPARTMENT GENERAL LAND USE PACKET Attached is an Application for review of Development that requires Land Use Review pursuant to The City of Aspen Land Use Code: Included in this package are the following attachments: 1.Development Application Fee Policy, Fee Schedule and Agreement to Pay Application Fees Form 2.Land Use Application Form 3.Dimensional Requirements Form (if required) 4.HOA Compliance Form 5.Development Review Procedure All applications are reviewed based on the criteria established in Title 26 of the Aspen Municipal Code. Title 26 of the Aspen Municipal Code is available at the City Clerk’s Office on the second floor of City Hall and on the internet at https://library.municode.com/co/aspen/codes/municipal_code. We require all applicants to hold a Pre-Application Conference with a Planner in the Community Development Department so that the requirements for submitting a complete application can be fully described. This meeting can happen in person or by phone or email. Also, depending upon the complexity of the development proposed, submitting one copy of the development application to the Case Planner to determine accuracy, inefficiencies, or redundancies can reduce the overall cost of materials and staff time. Please recognize that review of these materials does not substitute for a complete review of the Aspen Land Use Regulations. While this application package attempts to summarize the key provisions of the Code as they apply to your type of development, it cannot possibly replicate the detail or the scope of the Code. If you have questions that are not answered by the materials in this package, we suggest that you contact the staff member assigned to your case, contact Planner of the Day (970-429-2764/planneroftheday@gmail.com), or consult the applicable sections of the Aspen Land Use Code. DocuSign Envelope ID: 92037D78-2A30-4304-9C5D-72B6BD32B770 CITY OF ASPEN COMMUNITY DEVELOPMENT DEPARTMENT City of Aspen|130 S. Galena St.|(970) 920 5090 April 2020 Land Use Review Fee Policy The City of Aspen has established a review fee policy for the processing of land use applications. A flat fee or deposit is collected for land use applications based on the type of application submitted. A flat fee is collected by Community Development for applications that normally take a minimal and predictable amount of staff time to process. Review fees for other City Departments reviewing the application (referral departments) also will be collected when necessary. Flat fees are cumulative, i.e., an application with multiple flat fees must pay the sum of those flat fees. Flat fees are not refundable. A review fee deposit is collected by Community Development when more extensive staff time is required. Actual staff time spent will be charged against the deposit. Various City staff also may charge their time spent on the case in addition to the Case Planner. The deposit amount may be reduced if, in the opinion of the Community Development Department Director, the project is expected to take significantly less time to process than the deposit indicates. A determination on the deposit amount shall be made during the pre-application conference by the Case Planner. Hourly billing shall still apply. All applications must include an Agreement to Pay Application Fees. One payment including the deposit for Planning and referral agency fees must be submitted with each land use application, made payable to the City of Aspen. Applications will not be accepted for processing without the required fee(s). The Community Development Department shall keep an accurate record of the actual time required to process a land use application requiring a deposit. The City can provide a summary report of fees due at the applicant’s request. The applicant will be billed for the additional costs incurred by the City when the processing of an application by the Community Development Department takes more time or expense than is covered by the deposit. Any direct costs attributable to a project review shall be billed to the applicant with no additional administrative charge. In the event the processing of an application takes less time than provided for by the deposit, the Department shall refund the unused portion of the deposited fee to the applicant. Fees shall be due regardless of whether an applicant receives approval. Unless otherwise combined by the Director for simplicity of billing, all applications for conceptual, final, and recordation of approval documents shall be handled as individual cases for the purpose of billing. Upon conceptual approval, all billing shall be reconciled, and past due invoices shall be paid prior to the Director accepting an application for final review. Final review shall require a new deposit at the rate in effect at the time of final submission. Upon final approval, all billing shall again be reconciled prior to the Director accepting an application for review of technical documents for recordation. The Community Development Director may cease processing of a land use application for which an unpaid invoice is 30 or more days past due. Unpaid invoices of 90 days or more past due may be assessed a late fee of 1.75% per month. An unpaid invoice of 120 days or more may be subject to additional actions as may be assigned by the Municipal Court judge. All payment information is public domain. All invoices shall be paid prior to issuance of a Development Order or recordation of development agreements and plats. The City will not accept a building permit for a property until all invoices are paid in full. For permits already accepted, any unpaid invoice of 90 or more days may result in cessation of building permit processing or issuance of a stop work order until full payment is made. The property owner of record is the party responsible for payment of all costs associated with a land use application for the property. Any secondary agreement between a property owner and an applicant representing the owner (e.g. a contract purchaser) regarding payment of fees is solely between those private parties. DocuSign Envelope ID: 92037D78-2A30-4304-9C5D-72B6BD32B770 CITY OF ASPEN COMMUNITY DEVELOPMENT DEPARTMENT City of Aspen|130 S. Galena St.|(970) 920 5090 April 2020 Agreement to Pay Application Fees An agreement between the City of Aspen (“City”) and Address of Property: Please type or print in all caps Property Owner Name: Representative Name (if different from Property Owner): Billing Name and Address - Send Bills to: Contact info for billing: e-mail: Phone: I understand that the City has adopted, via Ordinance No. 20, Series of 2020, review fees for Land Use applications, and payment of these fees is a condition precedent to determining application completeness. I understand that as the property owner, I am responsible for paying all fees for this development application. For flat fees and referral fees: I agree to pay the following fees for the services indicated. I understand that these flat fees are non-refundable. $. flat fee for . $. flat fee for $. flat fee for . $. flat fee for For deposit cases only: The City and I understand that because of the size, nature, or scope of the proposed project, it is not possible at this time to know the full extent or total costs involved in processing the application. I understand that additional costs over and above the deposit may accrue. I understand and agree that it is impracticable for City staff to complete processing, review, and presentation of sufficient information to enable legally required findings to be made for project consideration unless invoices are paid in full. The City and I understand and agree that invoices sent by the City to the above listed billing address and not returned to the City shall be considered by the City as being received by me. I agree to remit payment within 30 days of presentation of an invoice by the City for such services. I have read, understood, and agree to the Land Use Review Fee Policy, including consequences for non-payment. I agree to pay the following initial deposit amounts for the specified hours of staff time. I understand that payment of a deposit does not render an application complete or compliant with approval criteria. If actual recorded costs exceed the initial deposit, I agree to pay additional monthly billings to the City to reimburse the City for processing my application at the hourly rates hereinafter stated. $ deposit for hours of Community Development Department staff time. Additional time above the deposit amount will be billed at $325.00 per hour. $ deposit for hours of Engineering Department staff time. Additional time above the deposit amount will be billed at $325.00 per hour. City of Aspen: Phillip Supino, AICP Community Development Director City Use: Fees Due: $ Received $ Case # Signature: PRINT Name: Title: 1440 Red Butte 1440 Red Butte, LLC Alex Schremp 1213 Sherman Avenue, Suite 360, Madison, WI 53704 hvm@43north.partners 608-354-9605 650 parks 1300 4 325 1 2275 DocuSign Envelope ID: 92037D78-2A30-4304-9C5D-72B6BD32B770 President Nathan Herbst Sarah Herbst CITY OF ASPEN COMMUNITY DEVELOPMENT DEPARTMENT City of Aspen|130 S. Galena St.|(970) 920 5090 April 2020 LAND USE APPLICATION APPLICANT: REPRESENTIVATIVE: Description: Existing and Proposed Conditions Review: Administrative or Board Review Required Land Use Review(s): Growth Management Quota System (GMQS) required fields: Net Leasable square footage Lodge Pillows Free Market dwelling units Affordable Housing dwelling units Essential Public Facility square footage Have you included the following? FEES DUE: $ Pre-Application Conference Summary Signed Fee Agreement HOA Compliance form All items listed in checklist on PreApplication Conference Summary Name: Address: Phone#: email: Address: Phone #: email: Name: Project Name and Address: Parcel ID # (REQUIRED) Existing single family home located along the Roaring Fork River. The home is proposed to be remodeled with the addition of a garage forward of the front façade. Demolition is not proposed in this remodel. Exterior changes include reconfigured improvements and removal of improvements that are below the top of slope. 1440 Red Butte 273501302001 Nate and Sarah Herbst, 1440 Red Butte LLC 1213 Sherman Avenue, Suite 360, Madison, WI 53704 608-354-9605 hvm@43north.partners Jessica Garrow 120 E Main Street, Suite 100 970-399-1404 jgarrow@designworkshop.com n/a n/a 1, SFR n/a n/a 2,275 4 4 4 4 Planning and Zoning Commission Planning and Zoning Commission DocuSign Envelope ID: 92037D78-2A30-4304-9C5D-72B6BD32B770 CITY OF ASPEN COMMUNITY DEVELOPMENT DEPARTMENT City of Aspen|130 S. Galena St.|(970) 920 5090 April 2020 DIMENSIONAL REQUIREMENTS FORM Complete only if required by the PreApplication checklist Project and Location Applicant: Zone District: Gross Lot Area: Net Lot Area: **Please refer to section 26.575.020 for information on how to calculate Net Lot Area Please fill out all relevant dimensions Single Family and Duplex Residential 1) Floor Area (square feet) 2) Maximum Height 3) Front Setback 4) Rear Setback 5) Side Setbacks 6) Combined Side Setbacks 7) % Site Coverage Existing Allowed Proposed Multi-family Residential 1)Number of Units 2)Parcel Density (see 26.710.090.C.10) 3)FAR (Floor Area Ratio) 4)Floor Area (square feet) Existing Allowed Proposed 8) Minimum distance between buildings Proposed % of demolition 5)Maximum Height 6)Front Setback 7) Rear Setback 8)Side Setbacks Proposed % of demolition Commercial Proposed Use(s) Existing Allowed Proposed 1) FAR (Floor Area Ratio) 2) Floor Area (square feet) 3) Maximum Height 4) Off-Street Parking Spaces 5) Second Tier (square feet) 6) Pedestrian Amenity (square feet) Proposed % of demolition Existing non-conformities or encroachments: Variations requested: Lodge Additional Use(s) 1)FAR (Floor Area Ratio) 2)Floor Area (square feet) 3)Maximum Height 4)Free Market Residential(square feet) 4)Front setback 5)Rear setback 6)Side setbacks 7)Off-Street Parking Spaces 8)Pedestrian Amenity (square feet) Proposed % of demolition Existing Allowed Proposed 1440 Red Butte 1440 Red Butte LLC R-30 25.2% 25 feet 25 feet; 30 feet for accessory structure / detached garage 15 feet 10 feet n/a n/a 10 feet improvements below top of slope to be removed DocuSign Envelope ID: 92037D78-2A30-4304-9C5D-72B6BD32B770 April 2020 City of Aspen|130 S. Galena St.|(970) 920 5090 CITY OF ASPEN COMMUNITY DEVELOPMENT DEPARTMENT Homeowner Association Compliance Policy All land use applications within the City of Aspen are required to include a Homeowner Association Compliance Form (this form) certifying that the scope of work included in the land use application complies with all applicable covenants and homeowner association policies. The certification must be signed by the property owner or Attorney representing the property owner. Property Owner (“I”): Name: Email: Phone No.: Address of Property: (subject of application) I certify as follows: (pick one) □This property is not subject to a homeowner association or other form of private c ovenant. □This property is subject to a homeowner association or private covenant, and the improvements proposed in this land use application do not require approval by the homeowners association or covenant beneficiary. □This property is subject to a homeowners association or private covenant and the improvements proposed in this land use application have been approved by the homeowners a ssociation or covenant beneficiary. I understand this policy and I understand the City of Aspen does not interpret, enforce, or manage the applicability, meaning or effect of private covenants or homeowner association rules or bylaws. I understand that this document is a public document. Owner signature: Date: Owner printed name: or, Attorney signature: Date: Attorney printed name: 1440 Red Butte Aspen, CO 81611 Nate Herbst, 1440 Red Butte LLC DocuSign Envelope ID: 92037D78-2A30-4304-9C5D-72B6BD32B770 Nathan Herbst 1/19/2023 Sarah Herbst CITY OF ASPEN COMMUNITY DEVELOPMENT DEPARTMENT April 2020 City of Aspen|130 S. Galena St.|(970) 920 5090 DEVELOPMENT REVIEW PROCEDURE 1.Attend pre-application conference. During this one-on-one meeting, staff will determine the review process applies to your development proposal and will identify the materials necessary to review your application. 2.Submit Development Application. Based on your pre-application meeting, you should complete to the application package and submit the requested number of copies of the complete application and the appropriate processing fee to the Community Development Department. 3.Determination of Completeness. Within five (5) working days of the date of your submission, staff will review the application and notify you in writing whether the application is complete or if additional materials are required. Please be aware that the purpose of the completeness review is to determine whether or not the information you have submitted is adequate to review the request, and not whether the information is sufficient to obtain approval. 4.Staff Review of Development Application. Once your application is determined to be complete, it will be reviewed by the staff for compliance with the applicable standards of the Code. During the staff review stage, the application will be referred to other agencies for comments. The Planner assigned to your case or the agency may contact you if additional information is needed or if problems are identified. Staff will draft a memo for signature by the Community Development Director that explains whether your application complies with the Code, and will list any conditions that should apply if the application is to be approved. Final approval of any Development Application that amends a recorded document, such as a plat, agreement, or deed restriction, will require the applicant to prepare an amended version of that document for review and approval by staff. Staff will provide the applicant with the applicable contents for the revised plat. The City Attorney is normally in charge of the form for recorded agreements and deed restrictions. We suggest that you not go to the trouble or expense of preparing these documents until the staff has determined that your application is eligible for the requested amendment or exemption. 5. Board Review of Application. If a public hearing is required for the land use action that you are requesting, the Planning staff will schedule a hearing date for the application upon determination that the application is complete. The hearing(s) will be scheduled before the appropriate reviewing board(s). The applicant will be required to mail notice (one copy provided by the Community Development Department) to property owners within 30 feet of the subject property and post notice (sign available at the Community Development Department) of the public hearing on the site at least fifteen (15) days prior to the hearing date. (Please see Attachment 6 for instructions.) The Planning staff will publish notice of the hearing in the paper for land use requests that require publication. The Planning staff will then formulate a recommendation on the land use request and draft a memo to the reviewing board(s). Staff will supply the applicant with a copy of the Planning staff’s memo, approximately five (5) days prior to the hearing. The public hearing(s) will take place before the appropriate review boards. Public hearings include a presentation by the Planning staff, a presentation by the applicant (optional), consideration of public comment, and the reviewing board’s questions and decision. (Continued on next page) DocuSign Envelope ID: 92037D78-2A30-4304-9C5D-72B6BD32B770 CITY OF ASPEN COMMUNITY DEVELOPMENT DEPARTMENT April 2020 City of Aspen|130 S. Galena St.|(970) 920 5090 6.Issuance of Development Order. If the land use review is approved, then the Planning staff will issue a Development Order, which allows the applicant to submit a building permit application. 7.Receipt of Building Permit. Once you have received a copy of the signed staff approval, you may apply for a building permit. During this time, your project will be examined for its compliance with the Uniform Building Code. It also will be checked for compliance with applicable provisions of the Land Use Regulations that were not reviewed in detail during the land use case review. (This might include a check of floor area ratios, setbacks, parking, open space and the like). Impact fees for water, sewer, parks, and employee housing will be collected as part of the permitting process. Any document required to be recorded, such as a plat, deed restriction, or agreement, will be reviewed and recorded before a building permit application is submitted. DocuSign Envelope ID: 92037D78-2A30-4304-9C5D-72B6BD32B770 PRE-APPLICATION CONFERENCE SUMMARY PRE-22-109 PLANNER: Amy Simon, Planning Director DATE: October 12, 2022 PROJECT LOCATION: 1440 Red Butte Drive REQUEST: Stream Margin Review DESCRIPTION: The owner of 1440 Red Butte Drive proposes to undertake a remodel of the existing home, including a garage expansion, exterior changes, and alterations/additions to outdoor amenities such as a patio and gazebo. The lot size has been surveyed as 31,798 square feet, but a portion of it is below the high water line of the Roaring Fork River. That area, and perhaps easements on the property if they exist, will be deducted from lot size for the purpose of determining maximum floor area. The applicant’s representative has undertaken preliminary calculations and believes the existing structure is approximately 10 feet over the allowed area, accounting for various exemptions available to garages, basement, etc. The proposed garage addition may be possible through the landing of one 250 square foot Transferable Development Right. The TDR must first be used to cure the non-conforming floor area, then can be applied towards new construction. The scope of work requires Residential Design Standards review. The applicant is asked seek Administrative RDS Approval first, and to submit that approval with a Stream Margin land use application, as the project must be found by the Planning and Zoning Commission to comply with Environmentally Sensitive Area criteria and does not appear to be qualified for an exemption. If a Variation from RDS is needed, that should be included in the application for review by P&Z. A current survey must be provided in the submittal, depicting the high water-line, top of slope and other relevant circumstances, including the fact that the property is affected by a mapped Mud Flow Zone. The City of Aspen Parks and Engineering Departments will be referral agencies in this process. RELEVANT LAND USE CODE SECTIONS: Section Number Section Title 26.304 Common Development Review Procedures 26.410 Residential Design Standards 26.435.040.C Stream Margin Review 26.535 Transferable Development Rights Sec. 26.575.020 Calculations and measurements 26.710.080 Low-Density Residential (R-30) For your convenience – links to the Land Use Application and Land Use Code are below: Land Use Application Land Use Code REVIEW BY: Staff for complete application and recommendations Planning and Zoning Commission for determinations PUBLIC HEARING: Yes PLANNING FEES: $1,300 for 4 hours of staff time REFERRAL FEES: Engineering Department: $325/hour Parks Department: $650 flat fee TOTAL DEPOSIT: $2,275 (Additional/fewer hours billed/refunded at $325 per hour) APPLICATION CHECKLIST: Please submit a digital copy of the application to the planner listed on this preapplication, including the following:  Completed Land Use Application and signed Fee Agreement.  Pre-application Conference Summary (this document).  Street address and legal description of the parcel on which development is proposed to occur, consisting of a current (no older than 6 months) certificate from a title insurance company, an ownership and encumbrance report, or attorney licensed to practice in the State of Colorado, listing the names of all owners of the property, and all mortgages, judgments, liens, easements, contracts and agreements affecting the parcel, and demonstrating the owner’s right to apply for the Development Application. The purpose of this requirement is to show that the Applicant has the authority to apply for a Land Use Case.  Applicant’s name, address and telephone number in a letter signed by the applicant that states the name, address and telephone number of the representative authorized to act on behalf of the applicant.  A site improvement survey (no older than a year from submittal) including topography, existing structures, and vegetation showing the current status of the parcel certified by a registered land surveyor by licensed in the State of Colorado. This survey also is required to depict the 100-year flood plain, the high-water mark of the roaring fork river, top of slope, building envelopes, and any ditch easement that cross the property.  A written and visual description of the proposal and response to how the proposed development complies with the review standards relevant to the development application Section 26.435.040.C Stream Margin Review  Administrative Residential Design Standards approval, or a request for a Variation addressing Section 26.410.020.C, Variations  Site plan and site section depicting the proposed scope of work.  HOA Compliance form (Attached to Application) Once the copy is deemed complete by staff, the following items will then need to be submitted:  Total deposit for review of the application. Disclaimer: The foregoing summary is advisory in nature only and is not binding on the City. The summary is based on current zoning, which is subject to change in the future, and upon factual representations that may or may not be accurate. The summary does not create a legal or vested right. Design Workshop, Inc. Landscape Architecture Planning Urban Design Strategic Services 120 East Main Street Aspen, Colorado 81611 970.925.8354 designworkshop.com January 13, 2023 Ms. Amy Simon Planning Director City of Aspen 427 Rio Grande Place Aspen, CO 81611 Re: Letter of Authorization to Submit Land Use Application for 1440 Red Butte Drive, PID# 273501302001 Dear Ms. Simon: As the owners of the above referenced property, I hereby authorize Design Workshop, Inc. and F&M Architects to act as my designated and authorized representative for the preparation, submittal and processing of any land use reviews related to development on our property. Design Workshop Inc. and F&M are also authorized to represent me in meetings with City of Aspen staff, the Hearing officer, the Planning and Zoning Commission, City Council, and/or the Board of Adjustment. Should you have any need to contact us during the course of the review, please do so through Design Workshop, Inc, whose address and telephone number is included in the application. Thank you. Sincerely, 1440 Red Butte LLC Name: ___________________________ Name: ___________________________ Signature:_________________________ Signature:_________________________ DocuSign Envelope ID: 92037D78-2A30-4304-9C5D-72B6BD32B770 Nathan Herbst Sarah Herbst RECEPTION#: 680955, R: $18.00, D: $0.00, 09/28/2021 at 01:57:00 PM, Pgs 1 of 2, Janice K. Vos Caudill, Pitkin County, CO STATEMENT OF AUTHORITY ]. This STATEMENT OF AUTHORITY relates to entity named 1440 RED BUTTE, LLC, A COLORADO LIMITED LIABILITY COMPANY and is executed on behalf of the entity pursuant to the provisions of Section 38-30-172, C.R.S. 2. The type of entity is a : Limited Liability Company 3. The entity is formed under the laws of the state of Colorado 4. The mailing address of the entity is: 835 Farwell Dr Madison, WI.53704 5. The name and position of each person authorized to execute instruments conveying, encumbering, or otherwise affecting title to real property on behalf of the entity is/are: Sarah M. Herbst, Member 6. The authority of each of the foregoing person(s) to bind the entity is X not limited (check one) ❑ limited as follows: 7. Other matters concerning the manner in which the entity deals with interests in the property: 1440 Red Butte, LLC, a Colorado limited liability company By: Halccon, LLC Its: Sole Member Ai��4-6 JU 6(4— Sarah M. Herbst, Member State of: _ r; County of: A notary public or other officer completing this certificate verifies only the identity of the Individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. The foregoing instrument was acknowledged, subscribed and sworn to before me this day of 20 by Sarah M. Herbst, Member of Halcyon, LLC as Sole Member of 1440 Re Butte, LLC, a Colorado limited liability company. My commission expires: ,P Notary Public M. F• MCUAA 16my Notary Public - CaliforniaSonoma County Commission # 2269146 Comm. Expires Dec 22, 2022 Scanned with C—Scanner RECEPTION#: 680955, 09/28/2021 at 01:57:00 PM, Pgs 2 of 2, Janice K. Vos Caudill, Pitkin County, CO CALIFORNIA ACKNOWLEDGMENT CIVIL CODE § 1189 A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California t� 1 County of - nC> J} On '!mac before me,I,f� Date Here Insert Name and Ttle of the Officer personally appeared G�n AA . �+ <-r I_J Name( -of Signec;sJ— who proved to me on the basis of satisfactory evidence to be the person(6)whose name] iisfiere subscribe to the within instrument and acknowledged to me that k►efshef ftey executed the same in FitsJlerli r authorized capacity4jc<and that by fa 6i hLlfl;oi signaturejg`on the instrument the perso��the entity upon behalf of which the persor�cteTexecuted the instrument. *my M. F. MCURA Notary Public - CaliforniaSonoma County > Commission # 226914b Comm. Expires Dec 22, 2022 Place Notary Seal and/or Stamp Above I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Signature W---),A Signature o otary Completing this information can deter alteration of the document or fraudulent reattachment of this form to an unintended document. Description of Attached Title or Type of Documei Document Date: (5> /g Signer(s) Other Than Named Above: Capacity(ies) Clamed by Signerwev—)P�� Signer's Name: Jr P�AA. ❑ Corporate Officer — Title(s): ❑ Partner — ❑ Limited ❑ General ❑ Individual ❑ Attorney in Fact ❑ Trustee A A ❑ Guardian or Conservator Other: 1 v Signer is Representing: ©2019 National Notary Association ages: Signer's Name: ❑ Corporate Officer — Title(s): ❑ Partner — ❑ Limited ❑ General ❑ Individual ❑ Attorney in Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: Signer is Representing: 322 Harrison Avenue Leadville, CO 80461 Phone: (719) 486-2688 Fax: www.titlecorockies.com OWNERSHIP & ENCUMBRANCE REPORT Prepared for: John D. Belkin, Esq Date:February 8, 2023 Order:7002056-OE Ref: PROPERTY IDENTIFICATION AND OWNERSHIP Legal Description:Lot 4, Block 1, RED BUTTE SUBDIVISION, according to the Plat thereof filed September 16, 1960, in Ditch Book 2A at Page 259. Property Address:1440 Red Butte Drive, Aspen, CO 81611 County:Pitkin, Colorado Schedule/Parcel #:273501302001 / R005505 Owner’s Name(s):1440 Red Butte, LLC, a Colorado limited liability company TITLE ABSTRACT Special Warranty Deed recorded September 28, 2021 at Reception No. 680956. Deed of Trust from 1440 Red Butte, LLC, a Colorado limited liability company to the Public Trustee of Pitkin County for the use of JPMorgan Chase Bank, N.A., to secure $10,220,000.00, dated February 7, 2022, and recorded February 9, 2022 at Reception No. 685081. Nothing Further of Record Note: This report covers Pitkin County, Colorado Real Estate Records Through January 27, 2023. Disclaimer: This report reflects the results of a search of the c ounty records posted to the above described real estate only, and does not necessarily reflect involuntary liens or other matters which might be disclosed by a search on the individual owner ’s or other names shown hereinabove. The Title Company of the Rockies makes no warranty regarding the accuracy of the information herein provided, and further, shall not be liable for any loss incurred by reason of the information reported in this report. THE DOCUMENTS INCLUDED WITH THIS REPORT ARE THE BEST COPIES AVAILABLE Service Beyond Expectation in Colorado for: Eagle, Garfield, Grand, Pitkin and Summit Counties. (Limited Coverage: Jackson, Lake, Park and Routt Counties) Locations In: Avon/Beaver Creek, Basalt, Breckenridge, Grand Lake and Winter Park. (Closing Services available in Aspen and Glenwood Springs). Design Workshop, Inc. Landscape Architecture Planning Urban Design Strategic Services 120 East Main Street Aspen, Colorado 81611 970.925.8354 designworkshop.com January 13, 2023 Ms. Amy Simon Planning Director City of Aspen 427 Rio Grande Place Aspen, CO 81611 Re: Letter of Authorization to Submit Land Use Application for 1440 Red Butte Drive, PID# 273501302001 Dear Ms. Simon: As the owners of the above referenced property, I hereby authorize Design Workshop, Inc. and F&M Architects to act as my designated and authorized representative for the preparation, submittal and processing of any land use reviews related to development on our property. Design Workshop Inc. and F&M are also authorized to represent me in meetings with City of Aspen staff, the Hearing officer, the Planning and Zoning Commission, City Council, and/or the Board of Adjustment. Should you have any need to contact us during the course of the review, please do so through Design Workshop, Inc, whose address and telephone number is included in the application. Thank you. Sincerely, 1440 Red Butte LLC Name: ___________________________ Name: ___________________________ Signature:_________________________ Signature:_________________________ DocuSign Envelope ID: 92037D78-2A30-4304-9C5D-72B6BD32B770 Nathan Herbst Sarah Herbst 711 E. Valley Rd, Unit 201B Basalt, CO 81621 Phone: 970-366-4111 Fax: 970-672-1576 www.titlecorockies.com Commitment Ordered By: Gary Feldman Aspen Snowmass Sotheby's International Realty 415 East Hyman Avenue Aspen, CO 81611 Phone: 970-925-6060 Fax: email: Gary@GaryFeldman.com Inquiries should be directed to: Kate Staskauskas Title Company of the Rockies 711 E. Valley Rd, Unit 201B Basalt, CO 81621 Phone: 970-366-4111 Fax: 970-672-1576 email: KateS@titlecorockies.com Commitment Number:7000911-C7 Buyer's Name(s):1440 Red Butte, LLC, a Colorado limited liability company Seller's Name(s):Donald E. Lefton, or his successor as Trustee of the Donald E. Lefton Revocable Trust dated April 18, 2000, as amended and Lisa Lefton Tabatchnick and Robyn Lefton Fisher Property:1440 Red Butte Dr, Aspen, CO 81611 Red Butte Subdivision, Block 1, Lot 4, Pitkin County, CO TITLE CHARGES These charges are based on issuance of the policy or policies described in the attached Commitment for Title Insurance, and includes premiums for the proposed coverage amount(s) and endorsement(s) referred to therein, and may also include additional work and/or third party charges related thereto. If applicable, the designation of “Buyer” and “Seller” shown below may be based on traditional settlement practices in Pitkin County, Colorado, and/or certain terms of any contract, or other information provided with the Application for Title Insurance. Owner’s Policy Premium: Loan Policy Premium: Additional Lender Charge(s): Additional Other Charge(s): Tax Certificate: Total Endorsement Charge(s): TBD Charge(s): TOTAL CHARGES: $20,870.00 $25.00 $65.00 $20,960.00 Service Beyond Expectation in Colorado for: Eagle, Garfield, Grand, Pitkin and Summit Counties. (Limited Coverage: Jackson, Lake, Park and Routt Counties) Locations In: Avon/Beaver Creek, Basalt, Breckenridge, Grand Lake and Winter Park. (Closing Services available in Aspen and Glenwood Springs). ALTA Commitment Form COMMITMENT FOR TITLE INSURANCE Issued by STEWART TITLE GUARANTY COMPANY, a Texas Corporation (“Company”), for a valuable consideration, commits to issue its policy or policies of title insurance, as identified in Schedule A, in favor of the Proposed Insured named in Schedule A, as owner or mortgagee of the estate or interest in the land described or referred to in Schedule A, upon payment of the premiums and charges and compliance with the Require-ments; all subject to the provisions of Schedules A and B and to the Conditions of this Commitment. This Commitment shall be effective only when the identity of the Proposed Insured and the amount of the policy or policies committed for have been inserted in Schedule A by the Company. All liability and obligation under this Commitment shall cease and terminate six months after the Effective Date or when the policy or policies committed for shall issue, whichever first occurs, provided that the failure to issue the policy or policies is not the fault of the Company. The Company will provide a sample of the Commitment upon request. This Commitment shall not be valid or binding until countersigned by a validating officer or authorized signatory. IN WITNESS WHEREOF, Stewart Title Guaranty Company has caused its corporate name and seal to be affixed by its duly authorized officers on the date shown in Schedule A. Authorized Signature Authorized Signatory Title Company of the Rockies, LLC (Company) 10 W Beaver Creek Blvd., Suite 221, PO Box 980 CONDITIONS The term mortgage, when used herein, shall include deed of trust, trust deed, or other security1. instrument. If the proposed Insured has or acquires actual knowledge of any defect, lien, encumbrance, adverse claim or2. other matter affecting the estate or interest or mortgage thereon covered by this Commitment other than those shown in Schedule B hereof, and shall fail to disclose such knowledge to the Company in writing, the Company shall be relieved from liability for any loss or damage resulting from any act of reliance hereon to the extent the Company is prejudiced by failure to so disclose such knowledge. If the proposed Insured shall disclose such knowledge to the Company, or if the Company otherwise acquires actual knowledge of any such defect, lien, encumbrance, adverse claim or other matter, the Company at its option may amend Schedule B of this Commitment accordingly, but such amendment shall not relieve the Company from liability previously incurred pursuant to paragraph 3 of these Conditions and Stipulations. Liability of the Company under this Commitment shall be only to the named proposed Insured and such3. parties included under the definition of Insured in the form of policy or policies committed for and only for actual loss incurred in reliance hereon in undertaking in good faith (a) to comply with the requirements hereof, or (b) to eliminate exceptions shown in Schedule B, or (c) to acquire or create the estate or interest or mortgage thereon covered by this Commitment. In no event shall such liability exceed the amount stated in Schedule A for the policy or policies committed for and such liability is subject to the insuring provisions and Conditions and Stipulations and the Exclusions from Coverage of the form of policy or policies committed for in favor of the proposed Insured which are hereby incorporated by reference and are made a part of this Commitment except as expressly modified herein. This Commitment is a contract to issue one or more title insurance policies and is not an abstract of title or a4. report of the condition of title. Any action or actions or rights of action that the proposed Insured may have or may bring against the Company arising out of the status of the title to the estate or interest or the status of the mortgage thereon covered by this Commitment must be based on and are subject to the provisions of this Commitment. The policy to be issued contains an arbitration clause. All arbitrable matters when the Amount of Insurance5. is $2,000,000 or less shall be arbitrated at the option of either the Company or the Insured as the exclusive remedy of the parties. You may review a copy of the arbitration rules at<http://www.alta.org/>. All notices required to be given the Company and any statement in writing required to be furnished the Company shall be addressed to it at P.O. Box 2029, Houston, Texas 77252. Page 2 COMMITMENT FOR TITLE INSURANCE Issued by as agent for Stewart Title Guaranty Company SCHEDULE A Reference:Commitment Number: 7000911-C7 1.Effective Date: September 24, 2021, 7:00 am Issue Date: October 13, 2021 2.Policy (or Policies) to be issued: ALTA Owner's Policy (6-17-06)Policy Amount:$14,600,000.00 Premium:$20,935.00 Proposed Insured:1440 Red Butte, LLC, a Colorado limited liability company 3.The estate or interest in the land described or referred to in this Commitment is Fee Simple. 4.The Title is, at the Commitment Date, vested in: Donald E. Lefton, or his successor, as Trustee of the Donald E. Lefton Revocable Trust dated April 18, 2000, as amended, as to an undivided 60% interest; Lisa Lefton Tabatchnick, as to an undivided 20% interest; and Robyn Lefton Fisher, as to an undivided 20% interest 5.The land referred to in this Commitment is described as follows: FOR LEGAL DESCRIPTION SEE SCHEDULE A CONTINUED ON NEXT PAGE For Informational Purposes Only - APN: R005505 / 273501302001 Countersigned Title Company of the Rockies, LLC This page is only a part of a 2016 ALTA ® Commitment for Title Insurance issued by Stewart Title Guaranty Company. This Commitment is not valid without the Notice; the Commitment to Issue Policy; the Commitment Conditions; Schedule A; Schedule B, Part I-Requirements; and Schedule B, Part II-Exceptions. Copyright 2006-2016 American Land Title Association. All rights reserved. The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. Commitment for Title Insurance (8-1-2016) Technical Correction 4-2-2018 Schedule B - Part II Page 1 By: Mike Mulligan Commitment No: 7000911-C7 SCHEDULE A (continued) LEGAL DESCRIPTION The Land referred to herein is located in the County of Pitkin, State of Colorado, and described as follows: Lot 4, Block 1, RED BUTTE SUBDIVISION, according to the Plat thereof filed September 16, 1960, in Ditch Book 2A at Page 259. This page is only a part of a 2016 ALTA® Commitment for Title Insurance issued by Stewart Title Guaranty Company. This Commitment is not valid without the Notice; the Commitment to Issue Policy; the Commitment Conditions; Schedule A; Schedule B, Part I-Requirements; and Schedule B, Part II-Exceptions. Copyright 2006-2016 American Land Title Association. All rights reserved. The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are Commitment for Title Insurance (8-1-2016) Technical Correction 4-2-2018 Schedule A Page 3 Commitment No: 7000911-C7 COMMITMENT FOR TITLE INSURANCE Issued by Stewart Title Guaranty Company SCHEDULE B, PART I Requirements All of the following Requirements must be met: 1.The Proposed Insured must notify the Company in writing of the name of any party not referred to in this Commitment who will obtain an interest in the Land or who will make a loan on the Land. The Company may then make additional Requirements or Exceptions. 2.Pay the agreed amount for the estate or interest to be insured. 3.Pay the premiums, fees, and charges for the Policy to the Company. 4.Documents satisfactory to the Company that convey the Title or create the Mortgage to be insured, or both, must be properly authorized, executed, delivered, and recorded in the Public Records. Evidence satisfactory to the Company or its duly authorized agent that all dues and/or assessments levied by5. the Homeowners Association have been paid through the date of closing. Evidence satisfactory to the Company or its duly authorized agent either (a) that the "real estate transfer6. taxes" imposed by Ordinance No. 20 (Series of 1979), and by Ordinance No. 13, (Series of 1990), of the City of Aspen, Colorado have been paid, and that the liens imposed thereby have been fully satisfied, or (b) that Certificates of Exemption have been issued pursuant to the provisions thereof. Statement of Authority for Donald E. Lefton Revocable Trust dated April 18, 2000, a ___ trust, evidencing7. the existence of said trust and the authority of one or more trustees to act on behalf of said trust and otherwise complying with C.R.S. 38-30-108.5, et. seq. NOTE: Review Trust Agreement for authority of party(ies) to act on behalf of said trust and complete the transaction contemplated herein. Release by the Public Trustee of Pitkin County of the Deed of Trust from for the use of Gibraltar Private8. Bank & Trust Company, to secure $5,000,000.00, dated April 28, 2009, and recorded April 30, 2009 at Reception No. 558455. NOTE: Assumption and/or Modification Agreement recorded June 6, 2019 at Reception No. 656428, given in connection with the above Deed of Trust. This page is only a part of a 2016 ALTA® Commitment for Title Insurance issued by Stewart Title Guaranty Company. This Commitment is not valid without the Notice; the Commitment to Issue Policy; the Commitment Conditions; Schedule A; Schedule B, Part I-Requirements; and Schedule B, Part II-Exceptions. Copyright 2006-2016 American Land Title Association. All rights reserved. The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are Commitment for Title Insurance (8-1-2016) Technical Correction 4-2-2018 Schedule B - Part I Page 4 Commitment No: 7000911-C7 Resolution or Statement of Authority by 1440 Red Butte, LLC, a Colorado limited liability company,9. authorizing the transaction, executed by the managers or members set forth in the Operating Agreement. NOTE: Review Operating Agreement for authority of party(ies) to act on behalf of said limited liability company and complete the transaction contemplated herein. Deed from Donald E. Lefton, or his successor, as Trustee of the Donald E. Lefton Revocable Trust dated10. April 18, 2000, as amended, Lisa Lefton Tabatchnick and Robyn Lefton Fisher to 1440 Red Butte, LLC, a Colorado limited liability company. NOTE: Duly executed real property transfer declaration, executed by either the Grantor or Grantee, to accompany the Deed mentioned above, pursuant to Article 14 of House Bill No. 1288-CRA 39-14-102. The Owner's Policy, when issued, will not contain Exceptions No. 1, 2, 3 and 4 provided that: (A) The enclosed form, of indemnity agreement or final affidavit and agreement is properly executed and acknowledged by the party(ies) indicated and returned to the Company or its duly authorized agent, and (B) The applicable scheduled charges in the amount of $65.00, are paid to the Company or its duly authorized agent. NOTE: EXCEPTION NO. 5 UNDER SCHEDULE B, SECTION 2 OF THIS COMMITMENT WILL NOT APPEAR IN THE POLICY OR POLICIES TO BE ISSUED PURSUANT HERETO, PROVIDED THAT (A) THE DOCUMENTS CONTEMPLATED BY THE REQUIREMENTS SET FORTH IN SCHEDULE B, SECTION 1 OF THIS COMMITMENT ARE SUBMITTED TO AND APPROVED AND RECORDED BY THE COMPANY OR ITS DULY AUTHORIZED AGENT, AND (B) AN EXAMINATION OF THE RECORDS IN THE OFFICE OF THE CLERK AND RECORDER FOR PITKIN COUNTY, COLORADO BY THE COMPANY OR ITS DULY AUTHORIZED AGENT DISCLOSES THAT NO DEFECTS, LIENS, ENCUMBRANCES, ADVERSE CLAIMS OR OTHER MATTERS HAVE BEEN RECORDED IN SUCH RECORDS SUBSEQUENT TO THE EFFECTIVE DATE HEREOF. This page is only a part of a 2016 ALTA® Commitment for Title Insurance issued by Stewart Title Guaranty Company. This Commitment is not valid without the Notice; the Commitment to Issue Policy; the Commitment Conditions; Schedule A; Schedule B, Part I-Requirements; and Schedule B, Part II-Exceptions. Copyright 2006-2016 American Land Title Association. All rights reserved. The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are Commitment for Title Insurance (8-1-2016) Technical Correction 4-2-2018 Schedule B - Part I - continued Page 5 Commitment No: 7000911-C7 SCHEDULE B, PART II Exceptions THIS COMMITMENT DOES NOT REPUBLISH ANY COVENANT, CONDITION, RESTRICTION, OR LIMITATION CONTAINED IN ANY DOCUMENT REFERRED TO IN THIS COMMITMENT TO THE EXTENT THAT THE SPECIFIC COVENANT, CONDITION, RESTRICTION, OR LIMITATION VIOLATES STATE OR FEDERAL LAW BASED ON RACE, COLOR, RELIGION, SEX, SEXUAL ORIENTATION, GENDER IDENTITY, HANDICAP, FAMILIAL STATUS, OR NATIONAL ORIGIN. Schedule B of the policy or policies to be issued will contain exceptions to the following matters unless the same are disposed of to the satisfaction of the Company. Any loss or damage, including attorney fees, by reason of the matters shown below: Any facts, right, interests, or claims which are not shown by the Public Records but which could be1. ascertained by an inspection of said Land or by making inquiry of persons in possession thereof. Easements or claims of easements, not shown by the Public Records.2. Any encroachment, encumbrance, violation, variation, or adverse circumstance affecting the Title that3. would be disclosed by an accurate and complete land survey of the Land. 4. Any lien, or right to a lien for services, labor or material heretofore or hereafter furnished, imposed by law and not shown by the Public Records. 5. Defects, liens, encumbrances, adverse claims or other matters, if any created, first appearing in the Public Records or attaching subsequent to the effective date hereof, but prior to the date of the proposed insured acquires of record for value the estate or interest or mortgage thereon covered by this Commitment. 6. (a) Taxes or assessments that are not shown as existing liens by the records of any taxing authority that levies taxes or assessments on real property or by the Public Records; (b) proceedings by a public agency that may result in taxes or assessments, or notices of such proceedings, whether or not shown by the records of such agency or by the Public Records. Right of the Proprietor of a Vein or Lode to extract and remove his ore therefrom, should the same be found7. to penetrate or intersect the premises hereby granted, as reserved in United States Patent recorded August 17, 1889, in Book 55 at Page 5. Right of way for ditches or canals constructed by the authority of the United States, as reserved in United8. States Patent recorded August 17, 1889, in Book 55 at Page 5. Restrictions, which do not contain a forfeiture or reverter clause, as contained in instrument recorded9. September 23, 1960, in Book 191 at Page 598, as amended by instrument recorded June 21, 1979, in Book 371 at Page 116, August 15, 1980, in Book 393 at Page 202, August 18, 1981, in Book 412 at Pages 638 This page is only a part of a 2016 ALTA® Commitment for Title Insurance issued by Stewart Title Guaranty Company. This Commitment is not valid without the Notice; the Commitment to Issue Policy; the Commitment Conditions; Schedule A; Schedule B, Part I-Requirements; and Schedule B, Part II-Exceptions. Copyright 2006-2016 American Land Title Association. All rights reserved. The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are Commitment for Title Insurance (8-1-2016) Technical Correction 4-2-2018 Schedule B - Part II Page 6 Commitment No: 7000911-C7 through 646, October 30, 1981, in Book 416 at Page 695, February 13, 1986, in Book 505 at Pages 360 through 367, March 1, 1996, at Reception No. 390385 and Affidavit Concerning Amendment to Protect Covenants for Block 1, Red Butte Subdivision, recorded June 5, 2001, at Reception No. 455172. Easements, rights of way and all other matters as shown on the Plat of Red Butte Subdivision, filed10. September 16, 1960, in Ditch Book 2A at Page 259. Intentionally Deleted: Easement and right of way for electric transmission and distribution line purposes, as 11. granted by to Holy Cross Electric Association Inc., by instrument recorded November 13, 1989 in Book 607 at Page 301, said easement being more particularly described therein. Terms, agreements, provisions, conditions and obligations as contained in Trench, Vault and Conduit12. Agreement recorded June 26, 2020 at Reception No. 665432. Encroachment of wood deck into Holy Cross easement as disclosed on Improvement Location Certificate by13. Rodney P. Kiser, LS# 38215, dated July 12, 2021, Project No. 2021-285. Encroachment of shed into sideyard utility easement as disclosed on Improvement Location Certificate by14. Rodney P. Kiser, LS# 38215, dated July 12, 2021, Project No. 2021-285. Flood zones as disclosed on Improvement Location Certificate by Rodney P. Kiser, LS# 38215, dated July15. 12, 2021, Project No. 2021-285. Any rights, interests or easements in favor of the State of Colorado, the United States of America, or the16. general public, which exist or are claimed to exist in, over, under and/or across the waters and present and past bed and banks of the Roaring Fork River as disclosed on Improvement Location Certificate by Rodney P. Kiser, LS# 38215, dated July 12, 2021, Project No. 2021-285. This page is only a part of a 2016 ALTA® Commitment for Title Insurance issued by Stewart Title Guaranty Company. This Commitment is not valid without the Notice; the Commitment to Issue Policy; the Commitment Conditions; Schedule A; Schedule B, Part I-Requirements; and Schedule B, Part II-Exceptions. Copyright 2006-2016 American Land Title Association. All rights reserved. The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are Commitment for Title Insurance (8-1-2016) Technical Correction 4-2-2018 Schedule B - Part II - continued Page 7 Commitment No: 7000911-C7 DISCLOSURE STATEMENTS Note 1: Colorado Division of Insurance Regulations 3-5-1, Paragraph C of Article VII, requires that "Every Title entity shall be responsible for all matters which appear of record prior to the time of recording whenever the Title entity conducts the closing and is responsible for recording or filing of legal documents resulting from the transaction which was closed.” (Gap Protection) Note 2: Exception No. 4 of Schedule B, Section 2 of this Commitment may be deleted from the Owner's Policy to be issued hereunder upon compliance with the following conditions: The Land described in Schedule A of this commitment must be a single-family residence, which includes a1. condominium or townhouse unit. No labor or materials may have been furnished by mechanics or materialmen for purpose of construction on2. the Land described in Schedule A of this Commitment within the past 13 months. The Company must receive an appropriate affidavit indemnifying the Company against unfiled mechanic's3. and materialmen's liens. Any deviation from conditions A though C above is subject to such additional requirements or Information4. as the Company may deem necessary, or, at its option, the Company may refuse to delete the exception. Payment of the premium for said coverage.5. Note 3: The following disclosures are hereby made pursuant to §10-11-122, C.R.S.: The subject real property may be located in a special taxing district;(i) A certificate of taxes due listing each taxing jurisdiction shall be obtained from the County Treasurer or the(ii) County Treasurer's authorized agent; and Information regarding special districts and the boundaries of such districts may be obtained from the(iii) County Commissioners, the County Clerk and Recorder, or the County Assessor. Note 4: If the sales price of the subject property exceeds $100,000.00, the seller shall be required to comply with the disclosure or withholding provisions of C.R.S. §39-22-604.5 (Non-resident withholding). Note 5: Pursuant to C.R.S. §10-11-123 Notice is hereby given: (a)If there is recorded evidence that a mineral estate has been severed, leased or otherwise conveyed from the surface estate then there is a substantial likelihood that a third party holds some or all interest in oil, gas, other minerals, or geothermal energy in the property, and (b)That such mineral estate may include the right to enter and use the property without the surface owner's permission. Note 6: Effective September 1, 1997, C.R.S. §30-10-406 requires that all documents received for recording or filing in the clerk and recorder's office shall contain a top margin of at least one inch and a left, right and bottom margin of at least one-half inch the clerk and recorder may refuse to record or file any document that does not conform. Note 7: Our Privacy Policy: We will not reveal nonpublic personal customer information to any external non-affiliated organization unless we have been authorized by the customer, or are required by law. Note 8: Records: Regulation 3-5-1 Section 7 (N) provides that each title entity shall maintain adequate documentation and records sufficient to show compliance with this regulation and Title 10 of the Colorado Revised Statutes for a period of not less than seven (7) years, except as otherwise permitted by law. Note 9: Pursuant Regulation 3-5-1 Section 9 (F) notice is hereby given that “A title entity shall not earn interest on fiduciary funds unless disclosure is made to all necessary parties to a transaction that interest is or has been earned. Said disclosure must offer the opportunity to receive payment of any interest earned on such funds beyond any administrative fees as may be on file with the division. Said disclosure must be clear and conspicuous, and may be made at any time up to and including closing.” Be advised that the closing agent will or could charge an Administrative Fee for processing such an additional Page 8 services request and any resulting payee will also be subjected to a W-9 or other required tax documentation for such purpose(s). Be further advised that, for many transactions, the imposed Administrative Fee associated with such an additional service may exceed any such interest earned. Therefore, you may have the right to some of the interest earned over and above the Administrative Fee, if applicable (e.g., any money over any administrative fees involved in figuring the amounts earned). Note 10: Pursuant to Regulation 3-5-1 Section 9 (G) notice is hereby given that “Until a title entity receives written instructions pertaining to the holding of fiduciary funds, in a form agreeable to the title entity, it shall comply with the following: The title entity shall deposit funds into an escrow, trust, or other fiduciary account and hold them in a1. fiduciary capacity. The title entity shall use any funds designated as “earnest money” for the consummation of the transaction2. as evidenced by the contract to buy and sell real estate applicable to said transaction, except as otherwise provided in this section. If the transaction does not close, the title entity shall: Release the earnest money funds as directed by written instructions signed by both the buyer and seller;(a) or If acceptable written instructions are not received, uncontested funds shall be held by the title entity for(b) 180 days from the scheduled date of closing, after which the title entity shall return said funds to the payor. In the event of any controversy regarding the funds held by the title entity (notwithstanding any termination3. of the contract), the title entity shall not be required to take any action unless and until such controversy is resolved. At its option and discretion, the title entity may: Await any proceeding; or(a) Interplead all parties and deposit such funds into a court of competent jurisdiction, and recover court(b) costs and reasonable attorney and legal fees; or Deliver written notice to the buyer and seller that unless the title entity receives a copy of a summons(c) and complaint or claim (between buyer and seller), containing the case number of the lawsuit or lawsuits, within 120 days of the title entity's written notice delivered to the parties, title entity shall return the funds to the depositing party.” Note 11: Pursuant to Colorado Division of Insurance Regulation 8-1-3,Section 5, Paragraph C (11)(f), a closing protection letter is available to the consumer. Page 9 Commitment No: 7000911-C7 Page 10 Exhibit 8 – Vicinity Map Residential Design Standards Administrative Compliance Review Staff Checklist - Single Family and Duplex Standard Complies Alternative Compliance Does Not Comply N/A Sheet #(s)/Notes B.1.Articulation of Building Mass (Non-flexible) B.2.Building Orientation (Flexible) B.3.Build-to Requirement (Flexible) B.4.One Story Element (Flexible) C.1.Garage Access (Non-flexible) C.2.Garage Placement (Non-flexible) C.3.Garage Dimensions (Flexible) Disclaimer: This application is only valid for the attached design. If any element of the design subject to Residential Design Standards changes prior to or during building permit review, the applicant shall be required to apply for a new Administrative Compliance Review. Address: Parcel ID: Zone District/PD: Representative: Email: Phone: Page 1 of 2 Approved: (Approved plans/elevations attached) Standard Complies Alternative Compliance Doesn’t Comply N/A Sheet #(s)/Notes C.4.Garage Door Design (Flexible) D.1.Entry Connection (Non-flexible) D.2.Door Height (Flexible) D.3.Entry Porch (Flexible) E.1.Principle Window (Flexible) E.2.Window Placement (Flexible) E.3.Nonorthogonal Window Limit (Flexible) E.4.Lightwell/Stairwell Location (Flexible) E.5.Materials (Flexible) Residential Design Standards Administrative Compliance Review Staff Checklist Disclaimer: This application is only valid for the attached design. If any element of the design subject to Residential Design Standards changes prior to or during building permit review, the applicant shall be required to apply for a new Administrative Compliance Review. Page 2 of 2 Approved: 7 7 1 7 7 7 1 8 7 7 1 9 7 7 1 6 7 7 1 8 7 7 1 7 7 7 1 8 7 7 1 9 7 7 2 0 7 7 2 0 77 2 1 7 7 2 3 77 2 2 772 4 7 7 2 1 7 7 2 0 7 7 2 3 7 7 2 2 7 7 2 1 772 4 7724 77 2 3 7723 7724 F F = 7 7 2 6 . 5 9 ' G S = 7 7 2 2 . 2 3 ' 77 2 5 77 2 5 7 7 2 3 77 2 4 7725 772 6 772 6 7 7 2 5 7 7 2 7 S 2 9 ° 2 7 ' 1 2 " E 8 7 . 1 2 ' ( R ) S 1 3 ° 1 2 ' 0 0 " E 2 4 . 0 6 ' ( R ) N 51 ° 0 0 ' 0 0 " E 2 6 6 . 5 0 ' ( R ) 5 1 9 . 5 9 S 67°2 5 ' 0 0 " W 2 6 3 . 5 6 ' ( R ) S 4 5 ° 5 2 ' 0 0 " E 3 8 . 5 2 ' ( R ) W F F = 7 7 2 5 . 5 9 ' F F = 7 7 2 6 . 5 9 ' 77 2 2 77 2 3 7 7 2 4 7 7 2 5 7726 7721 7 7 2 0 7 7 2 1 7 7 2 2 7726 7727 7 7 2 8 77 2 3 7 7 2 4 0'10' Scale: 1"=10' N piñon sage landscape architects carbondale, CO, 81623 devin@pinonsage.com (970) 379.0816 14 4 0 R E D B U T T E R E S I D E N C E 14 4 1 0 R E D B U T T E D R I V E AS P E N , C O L O R A D O PS job# - 227 drawn - MV/DG ckd - DG revisions description#date L1.0 SCHEMATIC LANDSCAPE PLAN ISSUE DATE - 12/13/22 STREAM MARGIN REVIEW 20' PROPOSED GARAGE ACCESS FOR BELOW GRADE STOARGE PERMEABLE PAVER DRIVE COLOR TBD PAVER PATH AROUND HOUSE. PLANTED GAPS WITH GROUND COVERS NEW HARDSCAPE ENTRY WALKWAY. STONE OR PERMEABLE PAVERS REMOVE ISLAND TO INCREASE PARKING AND BETTER CIRCULATION PLANTING PLAN KEY LANDSCAPE KEY PROPOSED EVERGREEN TREE PROPOSED SHRUBS MORTAR SET STONE/TILE LOW GROW NATIVE GRASS LAWN GRASS PERENNIAL BEDS SETB A C K 2 5 ' S E T B A C K STONE SLAB STEPS AND STEPPERS FOR MAINTENANCE ACCESS AROUND HOUSE. STONE OR WOOD MULCH GAPS. HEAVILY SHADED AREA EXISTING SPA TO BE PLACE IN AN 18" VAULT. 18" WIDE STONE OR WOOD COPING FOR SEATING AND ACCESS. TERRACE FINISH TO MATCH OTHER OUTDOOR TERRACES NO CONSTRUCTION BEYOND 15' TOP OF SLOPE SETBACK T O P O F S L O P E 1 5 ' T O P O F S L O P E S E T B A C K PERMEABLE PARKING AREA - SPOTS FOR 2 VEHICLES UNDERSTORY GARDENS TO REMAIN AND ENHANCED BY SHADE LOVING GROUND COVER AND PERENNIAL PLANTS ACCENT PLANTING AND BOULDERS TO MATCH EXISTING CONCEPT GRASS GRASS OUTDOOR KITCHEN - LAYOUT OF AMENITIES BY OTHERS PERGOLA STRUCTURE OVER DINING TABLE PRE-FAB PLANTER BOXES. COLOR TBD SEEDED AND HAND-DUG REVEGETATION APPROVED BY CITY OF ASPEN WITHIN 15' TOP OR SLOPE SETBACK PROPOSED ASPEN TREE PROPOSED EVERGREEN TREE EXISTING TREE 3 0 ' S E T B A C K SET B A C K STORM WATER TREATMENT 1. REFER TO CIVIL ENGINEER'S UTILITY AND PRECISE GRADING PLANS FOR UTILITY LOCATION AND FINAL GRADING. IF ACTUAL SITE CONDITIONS VARY FROM WHAT IS SHOWN ON THE PLANS, CONTACT THE LANDSCAPE ARCHITECT FOR DIRECTION AS TO HOW TO PROCEED. 2. VERIFY PLANT COUNTS AND SQUARE FOOTAGES: QUANTITIES ARE PROVIDED AS OWNER INFORMATION ONLY. IF QUANTITIES ON PLANT LIST DIFFER FROM GRAPHIC INDICATIONS, THEN GRAPHICS SHALL PREVAIL. 3. CONTACT THE LOCAL UNDERGROUND UTILITY SERVICES FOR UTILITY LOCATION AND IDENTIFICATION. 4. PERFORM EXCAVATION IN THE VICINITY OF UNDERGROUND UTILITIES WITH CARE AND IF NECESSARY, BY HAND. THE CONTRACTOR BEARS FULL RESPONSIBILITY FOR THIS WORK AND DISRUPTION OR DAMAGE TO UTILITIES SHALL BE REPAIRED IMMEDIATELY AT NO EXPENSE TO THE OWNER. 5. TREES SHALL BEAR SAME RELATION TO FINISHED GRADE AS IT BORE TO EXISTING. 6. PROVIDE MATCHING FORMS AND SIZES FOR PLANT MATERIALS WITHIN EACH SPECIES AND SIZE DESIGNATED ON THE DRAWINGS. 7. PRUNE NEWLY PLANTED TREES ONLY AS DIRECTED BY LANDSCAPE ARCHITECT. 8. FINISH GRADES OF PERENNIAL BEDS AND REVEGETATED AREAS TO BE 1-1/2 INCHES BELOW ADJACENT PAVING OR HEADER. (CHECK MULCH DEPTH AND IF SEEDED OR SODDED LAWNS). 9. SEE IRRIGATION DRAWINGS FOR IRRIGATION SLEEVES LOCATION. 10. CUT AND REMOVE BURLAP FROM TOP 1/3 OF ROOTBALL. LANDSCAPE PLANTING NOTES 1 - 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. 2 - TREE SOIL SHOULD HAVE A MINIMUM DEPTH OF 3 FEET (3’). BOTH TOPSOIL AND SUBSOIL LAYERS SHALL BE SANDY LOAM. THE TOP SOIL SHALL BE AT LEAST 6 INCHES (6”) AND HAVE 5 PERCENT (5%) ORGANIC MATTER BY WEIGHT AND SUBSOIL SHALL HAVE AT LEAST ONE TO THREE PERCENT (1 - 3%) ORGANIC MATTER BY WEIGHT. 3 - A MINIMUM OF FOUR (4) CUBIC YARDS OF ORGANIC MATTER SOIL AMENDMENT PER ONE-THOUSAND SQUARE FEET OF LANDSCAPED AREA SHALL BE REQUIRED AS NECESSARY TO MEET THE 5 PERCENT (5%) ORGANIC MATTER SPECIFICATION. 4 - SOIL AMENDMENT ORGANIC MATTER SHALL CONSIST OF EITHER CLASS I AND CLASS II COMPOST. 5 - AMENDMENT SHALL BE TILLED TO A MINIMUM DEPTH OF SIX INCHES (6”). 6 - SITE SHALL BE GRADED TO WITHIN TWO-TENTHS OF A FOOT (2/10TH’) OF THE GRADING PLAN. 7 - 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 ONE INCH (1”) SHALL NOT BE ALLOWED. THE TOTAL VOLUME OF THESE MATERIALS SMALLER THAN ONE INCH (1”) SHALL NOT EXCEED 5 PERCENT (5%). 8 - 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. 9 - STOCKPILING - STRIPPING AND STOCKPILING OF INDIGENOUS SOIL (TOPSOIL) SHALL BE REQUIRED. 10 - 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. 11 - ORGANIC MULCH 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. 12 - ORGANIC MULCH SHALL BE APPLIED TO THE SOIL SURFACE, NOT AGAINST THE PLANT STEM OR HIGH AGAINST THE BASE OF TRUNKS TO MINIMIZE DISEASE. 13 - CITY OF ASPEN WATER EFFICIENT LANDSCAPING STANDARDS 7 OF 16 ORGANIC MULCH MATERIAL INCLUDES BARK AND WOOD CHIPS. AVOID MULCH CONSISTING OF CONSTRUCTION DEBRIS SUCH AS PALLETS. 14- INORGANIC MULCH INCLUDES ROCK, GRAVEL, OR PEBBLES. ROCK MULCH SHALL HAVE A MINIMUM DEPTH OF TWO INCHES (2”) SOIL AND MULCH PREPARATION NOTES Of 7 Pages 01 St r e a m M a r g i n R e v i e w C o o r d i n a t i o n 12 . 1 6 . 2 0 2 2 JK E # De s c r i p t i o n Da t e Dr a w n B y 14 4 0 R e d B u t t e D r i v e As p e n , C o l o r a d o 8 1 6 1 1 1101 Village Road, Unit UL-4C Carbondale, CO 81623 (970) 510 - 5312 VJ T Re v i e w e d B y Not For Construction Job #: 22.61 C.02 Existing Conditions Drawing Scale Units (Feet) 1" = 20' 0 20 40 WS WS WS WS WS WS WS WS WS WS 77 2 6 7 7 2 5 7 7 2 4 77 2 3 7721 7 7 2 0 77 2 5 772 6 772 5 7 7 2 7 772 6 77 2 6 7 7 2 6 7 7 2 4 7723 7 7 2 6 772 3 772 4 7 7 2 5 7 7 2 3 7 7 2 2 7723 7722 7 7 2 1 77 2 0 7 7 1 5 7 7 2 2 7 7 2 3 7 7 2 4 77 2 4 77 2 6 7 7 2 7 7 7 2 8 772 5 772 6 772 7 7725 7 7 2 4 77 2 2 7 7 2 3 7 7 2 2 77 2 3 7 7 2 1 7 7 2 2 Proposed Garage Auto Court Stormwater Detention Basin Spa Patio Parking Area Driveway 1440 Red Butte Main Residence To Be Remodeled Mean High Water Line Top Of Bank 15' Top Of Bank Setback Zone AE Floodway 100 Year Floodplain Zone X Floodway 500 Year Floodplain 100' Stream Setback Utility Easement Roaring Fork River Red Butte Drive Property Line Utility Easement Utility Easement Building Setback Site Design Notes 1.The design is based on the best available information. This includes but is not limited to site conditions, features and structures, and topographical information. Crystal River Civil is assuming no responsibility for the accuracy of site information. 2.If any discrepancies or inaccurate information is found within Crystal River Civils' documents, the affected work should be temporarily put on hold. Contact CRC to verify a solution and hold all work until the necessary alterations have been made. 3.No field changes are to occur without written approval of the engineer. If changes are requested and approved, Crystal River Civil will review the change and respond accordingly. Construction Notes 1.All work completed on this project must meet standards set by the project's jurisdictions. This includes but is not limited to HOA standards, city/town standards, county standards, and/or state standards. 2.The contractor is required to have a copy of current and approved construction plans. Any standards and specifications necessary for the work must be on site for the duration of the project as well. 3.All work must be completed to horizontal and vertical information shown on the plans. If any changes have occurred, Crystal River Civil must verify the alterations prior to receiving approval of completion. 4.Construction staking of horizontal and vertical layout is the responsibility of the Contractor. If additional documents, site visits for verification, or alterations are necessary, Crystal River Civil can be hired for construction administration for additional services. 5.Property lines, monuments, benchmarks, survey control, and additional historic survey information cannot be removed and cannot be removed for construction. Disturbed survey items are the responsibility of the contractor and must be restored by a state of Colorado licensed land surveyor. 6.Work and storage areas must be maintained only onsite. Project construction in Right-Of-Ways, public space, and private property must be approved in writing by the necessary jurisdiction or individual. 7.Limits of disturbance, tree protection, and slope protection defined within the plans must be met. Disturbances outside of these extents may require alterations to the design and has implications that are the responsibility of the contractor. If damage shall occur outside of these areas, the site conditions shall be restored to their original state. 8.If applicable and a tree removal plan has been developed for the project, it is the responsibility of the contractor to meet the proposed conditions by the approved document. The contractor must not damage, trim, or remove trees and or bushes that are not approved for modification by the tree removal plan. Approval for proceeding with additional tree removal must be approved by Crystal River Civil, the landscape architect, the owner, and/or any stakeholders. 9.The Contractor is responsible for removal of waste created onsite from construction. Waste material that does not meet the requirements for cannot be used for backfilling on the project and must be exported from the site. 10.All materials requiring compaction must meet CDOT and/or ASTM Standards. 11.If traffic control is needed for the project, it is the responsibility of the contractor to obtain and implement an approved traffic control plan. Street access must be provided to the public within the Right-Of-Way - Any obstruction to general traffic flow must be mitigated for. Pedestrian access must be always provided, and traffic entering and leaving the project site is to be observed by the contractor. 12.Dust mitigation must be provided by the contractor as necessary. Water shall be used as a dust palliative where and when required. Sweeping and cleaning streets and sidewalks during the construction will be directed by the affected jurisdictions and performed as necessary by the contractor. Utility Notes 1.Utilities shown on these plans have been located and documented by the surveyor. 2.Existing utilities must be verified on the site prior to construction. The contractor must protect and maintain these existing utilities throughout construction. If any damages occur to existing utility lines, it is the responsibility of the contractor to coordinate with the utility provider replace and repair the utilities as necessary. 3.The contractor must notify the utility providers a minimum of 3 days prior to any work completed. Coordination with the utility providers is the responsibility of the contractor. 4.All utility work completed by the contractor must be installed as per the utility providers' standards and requirements. Inspections must be performed by utility providers as deemed necessary by the corresponding standards. It is the responsibility of the contractor to organize these inspections. 5.If any shallow utilities, including communication and telephone services and lines, are exposed, and temporarily altered for construction, the reinstallation of these utilities must conform with the utility providers standards. 6.Uncovered gas lines must be temporarily contained with 18 inches backfill to minimize exposure. 7.Stormwater infrastructure must pe protected by the contractor as shown in the Erosion Control Plan. During construction, additional stormwater management may be necessary during specific construction procedures and is the responsibility of the contractor. XC XC C C C XFO XFO FO FO << FD FD XG XG G G G XSS XSS SS SS XUE XUE UE UE XOE XOE OE OE XT XT T T T XW XW W W W XWS XWS WS WS Abbreviations: ASTM American Society of Testing and Materials Avg Average Bldg Building BM Benchmark BMP Best Management Practices BOW Bottom of Wall Con Concrete Demo Demolition Dia or Ø Diameter Dim Dimension El or Elev Elevation Ex Existing FFE Finished Floor Elevation FL Flow Line Ft Foot or Feet Gal Gallons Horiz Horizontal Hp High Point Inv Invert LF Linear Feet LP Low Point Max Maximum Min Minimum NTS Not To Scale Off Offset PC Point of Horizontal Tangency PCC Point of Compound Curve Perf Perforated PI Point of Horizontal Tangency Prop Proposed PVC Polyvinyl Chloride Pipe Q Flow Rate RCP Reinforced Concrete Pipe ROW Right-Of-Way SF Square Feet Sta Station SY Square Yard TD Trench Drain Legend Existing Communications Line Proposed Easement Line Edge of Pavement Edge of Gravel Edge of Water Fiber Optic Line Flow Line Foundation Drain Gas Line Gutter Flow Line / Break Line Major Contour Line Minor Contour Line Property Line Sanitary Sewer Line Storm Drain Line Concrete / Sidewalk / Patio Underground Electric Line Overhead Electric Line Telephone Line Water Line Water Service Line TOW Top of Wall XRW XRW RW RWRaw Water Line Drawing Scale Units (Feet) 1" = 20' 0 20 40 N S W E C.01 Title And Notes Of 7 Pages 01 St r e a m M a r g i n R e v i e w C o o r d i n a t i o n 12 . 1 6 . 2 0 2 2 JK E # De s c r i p t i o n Da t e Dr a w n B y 14 4 0 R e d B u t t e D r i v e As p e n , C o l o r a d o 8 1 6 1 1 1101 Village Road, Unit UL-4C Carbondale, CO 81623 (970) 510 - 5312 VJ T Re v i e w e d B y Not For Construction Job #: 22.61 1440 Red Butte Drive Aspen, Colorado 81612 Vicinity Map Not To Scale Sheet List Table Sheet Number Sheet Title C.01 Title And Notes C.02 Existing Conditions C.03 Utilities C.04 Storm System Layout C.05 Storm System Profiles C.06 Driveway Plan and Profile C.07 Grading and Drainage 0 00 1 0 0 1 77 PC: 0+51.01 PC: 1+23.40 PC: 0+90.66 PT: 0+66.63 PT: 1+56.88 PT: 1+19.87 Start Driveway STA:0+00.00 N:4928.95 E:4997.53 End Driveway STA:1+77.47 N:5050.74 E:5112.34 N50° 49' 47.06"E 20.59' N63° 09' 39.29"E 51.01' N44° 13' 24.57"E 24.03' N1° 00' 46.00"W 3.53' L=15.620 Δ=18.9374 R=47.258 L=33.478 Δ=51.8425 R=37.000 L=29.212 Δ=45.2363 R=37.000 7 7 2 6 7 7 2 5 7 7 2 4 7 7 2 3 7 7 2 1 7 7 2 0 3.8 : 1 3 . 0 : 1 2.5% 2.0% 2. 0 % 2 . 0 % 7.5% 772 5 7726 7725 7 7 2 7 7726 772 6 77 2 6 77 2 4 7 7 2 3 77 2 6 6.0 % 7 7 2 6 7 7 2 7 7 7 2 8 7725 7726 7727 3.0:1 7725 4.0% 2 . 0 % 3 . 0 : 1 7 7 2 4 7 7 2 2 7 7 2 3 77 2 2 772 3 7 7 2 1 7 7 2 2 2.0% 2 . 0 % 6 . 3 % 6.0% 2 . 0 % 2 . 0 % 2 . 0 % 12 . 0 0 Sta:0+20.57 Off:9.00'R Elev:7726.29 Sta:0+20.64 Off:9.00'L Elev:7726.21 Start Concrete Apron Sta:0+20.93 Off:0.00'R Elev:7726.22 End Concrete Apron Start Pervious Pavers Sta:0+25.50 Off:0.00'R Elev:7726.13 Sta:0+25.77 Off:6.00'R Elev:7726.14 Sta:0+25.82 Off:6.00'L Elev:7726.10 Sta:0+75.00 Off:6.00'L Elev:7725.48 Sta:0+80.78 Off:6.00'R Elev:7725.51 Sta:0+90.16 Off:7.50'R Elev:7725.69 Sta:0+96.62 Off:12.51'R Elev:7725.67 Sta:0+98.49 Off:15.28'R Elev:7725.62 Sta:1+06.16 Off:25.15'R Elev:7725.54 Sta:1+13.88 Off:35.65'R Elev:7725.42 Sta:1+24.60 Off:22.34'R Elev:7725.41 Sta:1+18.04 Off:14.10'R Elev:7725.62 Sta:1+19.75 Off:9.19'R Elev:7725.60 Sta:1+32.30 Off:13.08'R Elev:7725.22 Sta:1+36.99 Off:15.08'R Elev:7725.15 Sta:1+42.47 Off:16.65'R Elev:7725.11 Sta:1+69.99 Off:18.04'R Elev:7722.14 Sta:1+20.96 Off:6.02'L Elev:7725.74 Sta:1+28.92 Off:14.46'L Elev:7725.66 Sta:1+26.17 Off:18.50'L Elev:7725.56 Sta:1+30.54 Off:25.69'L Elev:7725.50 Sta:1+33.22 Off:22.14'L Elev:7725.68 Sta:1+36.51 Off:30.39'L Elev:7725.31 Sta:1+70.12 Off:20.29'L Elev:7722.52 R 1 2 . 0 0 R3.00 Driveway Profile Horizontal Scale: 1"=10' Vertical Scale: 1"=5' 7715 7720 7730 7715 7720 7730 0+20 EG 7 7 2 6 . 2 F G 7 7 2 6 . 2 0 0+40 EG 7 7 2 5 . 9 F G 7 7 2 5 . 6 1 0+60 EG 7 7 2 5 . 6 F G 7 7 2 4 . 1 5 0+80 EG 7 7 2 5 . 5 F G 7 7 2 2 . 6 5 1+00 EG 7 7 2 5 . 7 F G 7 7 2 1 . 1 5 1+20 EG 7 7 2 5 . 6 F G 7 7 2 0 . 0 4 1+40 EG 7 7 2 4 . 9 F G 7 7 2 0 . 7 2 1+60 EG 7 7 2 2 . 5 F G 7 7 2 1 . 9 0 6.00% 2.00% -2.00% -7.50% GRADE BREAK STA = 0+10.00 ELEV = 7726.401 GRADE BREAK STA = 1+71.57 ELEV = 7722.230 PVI STA: 1+20.96 PVI ELEV: 7719.58 K: 2.00 LVC: 27.00 BV C S : 1 + 0 7 . 4 6 BV C E : 7 7 2 0 . 5 9 EV C S : 1 + 3 4 . 4 6 EV C E : 7 7 2 0 . 3 9 LOW PT. STA: 1+22.45 LOW PT ELEV: 7720.03 PVI STA: 1+61.90 PVI ELEV: 7722.04 K: 2.50 LVC: 10.01 BV C S : 1 + 5 6 . 8 9 BV C E : 7 7 2 1 . 7 4 EV C S : 1 + 6 6 . 9 0 EV C E : 7 7 2 2 . 1 4 PVI STA: 0+37.20 PVI ELEV: 7725.86 K: 2.50 LVC: 13.74 BV C S : 0 + 3 0 . 3 4 BV C E : 7 7 2 5 . 9 9 EV C S : 0 + 4 4 . 0 7 EV C E : 7 7 2 5 . 3 4 Drawing Scale Units (Feet) 1" = 10' 0 10 20 N S W E C.06 Driveway Plan and Profile Of 7 Pages 01 St r e a m M a r g i n R e v i e w C o o r d i n a t i o n 12 . 1 6 . 2 0 2 2 JK E # De s c r i p t i o n Da t e Dr a w n B y 14 4 0 R e d B u t t e D r i v e As p e n , C o l o r a d o 8 1 6 1 1 1101 Village Road, Unit UL-4C Carbondale, CO 81623 (970) 510 - 5312 VJ T Re v i e w e d B y Not For Construction Job #: 22.61 77 2 6 7 7 2 5 7 7 2 4 77 2 3 7721 7 7 2 0 3. 8 : 1 3 . 0 : 1 2.5% 2.0% 2 . 0 % 2 . 0 % 7. 5 % 77 2 5 772 6 772 5 7 7 2 7 772 6 77 2 6 7 7 2 6 7 7 2 4 7723 7 7 2 6 28.0 0 Proposed Garage F.F.E.:7719.40 Green Roof Over Garage: 7730.69 1440 Red Butte Road Existing Residence Property Line (Typ) Setback (Typ) Red Butte Drive Flood Zone X Floodplain 7.5' Utility Easement 23.0 8 22.7 8 22.9 7 23.0 8 22.7 8 22.8 5 22.8 5 26.4 726.5 5 26.4 0 26.5 5 26.4 0 25.5 5 25.4 0 25.5 5 25.5 5 25.5 5 25.5 5 25.5 5 25.5 2 25.5 2 25.5 2 25.5 5 25.5 5 24.52 2 - 6" Steps 2.0% Snowmelted Concrete Patio Trench Drain 22.8 5 22.6 2 22.6 2 2.0% 2.0% 2. 0 % 2.0% 2.7% 2 . 2 % Recessed Hot Tub Set on Pervious Paver System 6 - 7.2" Steps Property Line (Typ.) 772 3 772 4 7 7 2 5 7 7 2 3 5.0% 6" Step Onto Landscaping Grade At 3:0:1 To Tie Into Existing Grade 6" Step From Patio Into Landscaping 7 7 2 2 7723 7722 7 7 2 1 77 2 0 7 7 1 5 7 7 2 2 7 7 2 3 7 7 2 4 Proposed Detention Basin Sized For Water Quality Capture Volume 130 Cubic Feet of Capacity Weir Releases Runoff into Gravel Level Spreader 77 2 4 Downspout Downspout Inlet:24.54 24.9 0 F . F . E . : 2 5 . 5 5 DownspoutDownspout F . F . E . : 2 6 . 5 5 Snowmelted Concrete Patio Downspout Downspout G a r a g e F . F . E . : 2 2 . 2 3 Snowmelted Concrete Walkway 20' H o l y C r o s s E a s e m e n t 7.5' Utility Easement Setback (Typ.) 100' Stream Setback 15' Top Of Slope Setback Top Of Slope 100 Year Floodplain Zone AE Floodway Mean High Water Line Roaring Fork River 24.00 30" Step From Patio Into Landscaping Slot Drain 28.0 0 19.4 0 19.4 0 19.2 6 19.2 6 20.7 020.4 8 21.5 722.2 2 6. 0 % 19.5 1 19.4 6 22.2 321.9 4 20.4 3 20.9 6 21.3 621.8 6 27.7 0 27.9 9 28.0 0 28.9 2 27.5 0 27.6 3 28.0 0 27.7 0 27.6 5 26.6 2 Ex:2 5 . 7 2 77 2 6 7 7 2 7 7 7 2 8 772 5 772 6 772 7 3.0: 1 7725 4.0% 2 . 0 % 21.3 6 21.3 6 22.2 7 20.9 2 21.5 8 24.4 9 21.6 8 24.5 8 26.4 2 26.4 2 24.7 2 24.7 2 26.4 226.5 5 26.5 5 26.4 2 F r o n t D o o r F . F . E . : 2 6 . 5 5 Autocourt Parking 22.9 0 TOW : 2 7 . 7 5 TOW : 2 7 . 7 5 TOW : E x i s t i n g G r a d e 3 . 0 : 1 Sandset Stepping Pavers At Existing Grade Sandset Stepping Pavers At Existing Grade 20.0 020.0 0 20.0 0 20.0 0 Weir : 2 2 . 5 0 Downspout G a r a g e F . F . E . : 1 9 . 4 0 Pervious Pavers With 1' Concrete Border TOW : 2 2 . 5 0 3 - 6.75" Steps TOW : E x i s t i n g G r a d e 3 - 6.75" Steps 7 7 2 4 Concrete Walkway Concrete Patio 77 2 2 7 7 2 3 7 7 2 2 77 2 3 7 7 2 1 7 7 2 2 2.0% 2 . 0 % 6 . 3 % 6" Curb 21.3 8 21.9 3 6.0% 2.0 % 2 . 0 % 2 . 0 % 1 2 . 0 0 R1 2 . 0 0 R3 . 0 0 Existing Walkway To Be Removed Existing Concrete Pad To Be Removed Existing Walls To Remain Existing Walls To Remain Note: All Work Completed Within The 15' Top Of Slope Setback Must Be Completed Using Hand Tools. No Large Machinery Can Be Used Within This Setback. Existing Patios and Walkways To Be Removed From 15' Top of Slope Setback Drawing Scale Units (Feet) 1" = 10' 0 10 20 N S W E C.07 Grading and Drainage Of 7 Pages 01 St r e a m M a r g i n R e v i e w C o o r d i n a t i o n 12 . 1 6 . 2 0 2 2 JK E # De s c r i p t i o n Da t e Dr a w n B y 14 4 0 R e d B u t t e D r i v e As p e n , C o l o r a d o 8 1 6 1 1 1101 Village Road, Unit UL-4C Carbondale, CO 81623 (970) 510 - 5312 VJ T Re v i e w e d B y Not For Construction Job #: 22.61 1440 RED BUTTE RESIDENCE 1440 RED BUTTE DRIVE ASPEN, CO, 81611 12/20/2022 DRAFT STREAM MARGIN APPLICATION ARCHITECT F&M ARCHITECTS LLC 15 KEARNS ROAD SUITE D SNOWMASS VILLAGE, CO, 81615 970.987.2707 FLYNN@FANDMARCHITECTS.COM GENERAL CONTRACTOR JP BUILDERS 231 ROBINSON STREET UNIT 236 BASALT, CO, 81621 970.366.1840 JP@JPBUILDINGCO.COM PLANNERS ASPEN DEVELOPMENT SERVICES, LLC 210 S. GALENA STREET, SUITE 231 ASPEN CO 8161 970.309.7955 CLAUDE SALTER ASPENDEVELOPMENTSERVICES@GMAIL.COM INTERIOR DESIGNER AK DESIGNS, LLC 19 BLUE CREEK TRAIL CARBONDALE, CO, 81623 970.989.8855 AMANDA KURZ AMANDA.KURZ@HOTMAIL.COM LIGHTING DESIGNER WHITE LIGHTING DESIGN, INC. 2383 ORCHARD WAY LAKEWOOD, CO, 80228 303.463.6661 KEVIN WHITE KEVIN@WHITELIGHTINGDESIGN.COM FIRE SUPPRESSION KUBED FIRE SUPPRESSION 19 LINDVIG CT UNIT 202 ASPEN, CO 81611 970.987.3393 JEFF@KUBEDFIRE.COM PLANNERS DESIGN WORKSHOP 120 E. MAIN STREET ASPEN, CO 81611 303.913.3586 JESSICA GARROW JGARROW@DESIGNWORKSHOP.COM CIVIL ENGINEER CRYSTAL RIVER CIVIL 970.404.1144 JAY ENGSTROM JAY@CRYSTALRIVERCIVIL.COM STRUCTURAL ENGINEER EVOLVE STRUCTURAL DESIGN 1040 MAIN STREET CARBONDALE, CO 81623 206.910.7766 STEVE EDMISTON STEVE@EVOLVESTRUCT.COM LANDSCAPE ARCHITECT PINON SAGE LANDSCAPE ARCHITECTS 970.379.0816 CARBONDALE, CO 81623 DEVIN GARDINER DEVIN@PINONSAGE.COM ARCHITECTURAL SYMBOLS SYMBOL LEGEND SPOT ELEVATION NEW CONTOUR EXISTING CONTOUR CENTER LINE HIDDEN LINE SETBACK LINE BREAK LINE PROPERTY LINE DETAIL NUMBER SHEET NUMBER SHEET NUMBER SHEET NUMBER BUILDING SECTION WALL SECTION ROOM NAME ROOM NUMBER REVISIONS KEYNOTE SHEET NUMBER SHEET NUMBER CAST BATTCOMPACTED FILL POROUS FILL UNDISTURBED SOILS CONCRETE BLOCK BRICK STONE GLASS BLOCK STEEL RIGID FINISH WD. FRAMING WD. BLOCKING GLU-LAM PLYWOOD PLAN & SECTION MATERIAL INDICATIONS VICINITY MAP GENERAL NOTES EARTH ROCK CONCRETE MASONRY METAL INSULATION WOOD MATCH LINE PROJECT NORTH TRUE NORTH GROUT, LIGHTWEIGHT CONCRETE ARCHITECTURAL ABBREVIATIONS ZONING & BUILDING CODE INFORMATION SHEET INDEX PROJECT DIRECTORY ALL CONSTRUCTION AND MATERIALS SHALL BE AS SPECIFIED AND IN ACCORDANCE WITH ALL APPLICABLE CODES, ORDINANCES, LAWS, PERMITS, AND THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL CONFINE HIS/HER OPERATIONS ON THE SITE TO AREAS PERMITTED BY THE OWNER. SHOULD A CONFLICT OCCUR IN OR BETWEEN DRAWINGS AND SPECIFICATIONS, THE SPECIFICATIONS SHALL TAKE PRECEDENCE. UNLESS A WRITTEN DECISION FROM THE ARCHITECT HAS BEEN OBTAINED WHICH DESCRIBES A CLARIFICATION OR ALTERNATE METHOD AND/OR MATERIALS. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS BEFORE STARTING WORK. SHOULD A DISCREPANCY APPEAR IN THE CONTRACT DOCUMENTS, OR BETWEEN THE CONTRACT DOCUMENTS AND EXISTING CONDITIONS, NOTIFY THE ARCHITECT AT ONCE FOR INSTRUCTION ON HOW TO PROCEED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE ACCURATE PLACEMENT OF ALL NEW CONSTRUCTION ON THE SITE. THE CONTRACTOR SHALL PROVIDE COMPLETE BUILDING SYSTEMS AND COMPONENTS IN COMPLIANCE WITH MANUFACTURERS' REQUIREMENTS AND RECOMMENDATIONS. ALL SEQUENCING, INTERFACE AND COORDINATION WITH OTHER BUILDING TRADES SHALL BE AS REQUIRED FOR COMPLETE, PROPERLY INSTALLED AND OPERATING SYSTEMS AND/OR BUILDING COMPONENTS, AND SHALL MEET OR EXCEED QUALITY LEVELS OF COMMONLY ACCEPTED CONSTRUCTION PRACTICE AND INDUSTRY STANDARDS. CONTACT ARCHITECT WITH ANY QUESTIONS PRIOR TO STARTING WORK. THE JOB SITE SHALL BE MAINTAINED IN A CLEAN, ORDERLY CONDITION, FREE OF DEBRIS AND LITTER, AND SHALL NOT BE UNREASONABLY ENCUMBERED WITH ANY MATERIALS OR EQUIPMENT. EACH SUB-CONTRACTOR IMMEDIATELY UPON COMPLETION OF EACH PHASE OF HIS/HER WORK SHALL REMOVE ALL TRASH AND DEBRIS AS OF RESULT OF HIS/HER OPERATION. ALL MATERIALS STORED ON THE SITE SHALL BE PROPERLY STACKED AND PROTECTED TO PREVENT DAMAGE AND DETERIORATION. FAILURE TO PROTECT MATERIALS MAY BE CAUSE FOR REJECTION OF WORK. WHERE LARGER STUDS OR FURRING ARE REQUIRED TO COVER PIPING AND CONDUITS, THE LARGER STUD SIZE OR FURRING SHALL EXTEND THE FULL SURFACE OF THE WALL WIDTH AND LENGTH WHERE THE FURRING OCCURS. PROVIDE ALL ACCESS PANELS AS REQUIRED BY GOVERNING CODES TO ALL CONCEALED SPACES, VOIDS, ATTICS, ECT. VERIFY TYPE REQUIRED WITH ARCHITECT PRIOR TO INSTALLATION. THE CONTRACTOR SHALL DO ALL CUTTING, FITTING, OR PATCHING OF HIS/HER WORK THAT MAY BE REQUIRED TO MAKE ITS SEVERAL PARTS FIT TOGETHER PROPERLY AND SHALL NOT ENDANGER ANY OTHER WORK BY CUTTING, EXCAVATING, OR OTHERWISE ALTERING THE TOTAL WORK OR ANY OTHER PART OF IT. ALL PATCHING, REPAIRING AND REPLACING OF MATERIALS AND SURFACES CUT OR DAMAGED IN EXECUTION OF WORK SHALL BE DONE WITH APPLICABLE MATERIALS SO THAT SURFACES REPLACED WILL, UPON COMPLETION, MATCH SURROUNDING SIMILAR SURFACES. CONTRACTOR TO PROVIDE ALL NECESSARY BLOCKING, BACKING, AND FRAMING FOR LIGHT FIXTURES, ELECTRICAL UNITS, A.C. EQUIPMENT, RECESSED ITEMS, AND ALL OTHER ITEMS AS REQUIRED. 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 2015 I.R.C. + 2015 IECC AND ANY REQUIREMENTS BY THE LOCAL BUILDING DEPARTMENT ZONING HEIGHT LIMIT: R-30 25' 25' 10' 5152 SF FRONT YARD SETBACK SIDE YARD SETBACK ALLOWABLE FLOOR AREA AFF BM BS. B.O. ACCOUS ADJ ALT ALUM APPD APPROX ARCH ASAP BRG BET BLK BSMT BTU BLDG CAB CLG CER CLR ABOVE FINISHED FLOOR ADJACENT ALTERNATE ALUMINUM APPROXIMATE APPROVED BEAM BEARING BETWEEN BLOCK BASEMENT BRITISH THERMAL UNIT(S) BOARDBD BOTH SIDES BOTTOM OF BUILDING CABINET CENTER LINE CEILING CERAMIC CLEAR CJ CF DP DW DN DR EA. EW CLO CLOSET D W COL CONC CONT COORD CTR DEPT DTL DIA, DIM DWG ELECT CLOTHES DRYER CLOTHES WASHER COLUMN CONCRETE CONSTRUCTION JOINT CONTINUOUS COORDINATE COUNTER CUBIC FEET DAMPROOFING DEPARTMENT DETAIL DIAMETER DIMENSION DOWN DRAIN DRAWING EACH EACH WAY ELECTRICAL EL EQ F.O. FP FD FT GA GC GL GRD. HD HP HT ID JT ENGR EXG EXP. EXT. FIN FIXT FTG FDN FURN GAL GALV GYP. GWB HDW HVAC HORIZ HWH INCL INFO INSUL ELEVATION ENGINEER EQUAL EXISTING EXPOSED EXTERIOR FACE OF FINISH FIREPROOF FIREPLACEFPL FIXTURE FLOOR FLOOR DRAIN FOOT, FEET FOOTING FOUNDATION FURNISH GALLON GAUGE GALVINIZED GENERAL CONTRACTOR GLASS, GLAZED GRADE GYPSUM GYPSUM WALLBOARD HARDWARE HEAD HORIZONTAL HORSE POWER HOT WATER HEATER HEIGHT INCLUDE (D) (ING) INFORMATION INSIDE DIAMETER INSULATION JOINT INT INTERIOR HEATING, VENTING, AND AIR CONDITIONING LT MO NA OD d QT R RD RM JCT KWH LAV MFR MATL MTL MAX MECH MED JUNCTION KILOWATT HOUR LAVATORY LIGHT MANUFACTURER MATERIAL MASONRY OPENING METAL MAXIMUM MECHANICAL MEDIC (INE) (AL) MIN MISC NOM NIC NTS OPG OC OPP ORN PTN PERF PERFORATE(D) PENNY (NAILS, ECT.) MINIMUM MISCELLANEOUS NOMINAL NOT IN CONTRACT NOT APPLICABLE NOT TO SCALE ON CENTER OPENING OPPOSITE ORNAMENTAL OUTSIDE DIAMETER PARTITION PLT. PLY QTY PLATE PLYWOOD QUARRY TILE QUANTITY RADIUS ROOF DRAIN ROOM RS ROUGH SAWN RW R RO SQ SS TV TO T UG RCB REF. REFR REINF REBAR REQD SHT SHLV SVF SIM STC SPEC SF RESILIENT COVE BASE RETAINING WALL REFER/REFERENCE REFRIGERATOR REINFORCE ( D) REINFORCING BAR (S) REQUIRED RISER ROUGH OPENING SHEET SHEET VINYL FLOORING SHELV (ES) (ING) SIMILAR SOUND-TRANSMISSION CLASS SPECIFICATION SQUARE SQUARE FEET STD STRUCT SUB SUPPL S4S SUSP TEL TEMP T&G T&B TYP TYPICAL STANDARD STRUCTURAL SUBSTITUTE SUPPLEMENT SURFACED FOUR SIDES SUSPEND(ED) TELEPHONE TELEVISION TOP AND BOTTOM TONGUE AND GROOVE TOP OF TREAD V WH WC WP WT W/ WD UNGL UNFIN VIF VERT VCT WWF WDW W/O UNGLAZED UNFINISHED VERIFY IN FIELD VERTICAL VOLT WATER HEATER WATER CLOSET WATERPROOF WEIGHT WELDED WIRE FABRIC WINDOW WITH WITHOUT WOOD ACOUSTICAL ARCHITECT (URAL) BFF BELOW FINISHED FLOOR CL, DISHWASHER LAM LAMINATE (D) OPH OPPOSITE HAND STL STEEL TEMPERED AS SOON AS POSSIBLE FLR STAINLESS STEEL VINYL COMPOSITION TILE U.N.O.UNLESS NOTED OTHERWISE UNDERGROUND ARCHITECT CONTRACTOR ZONING INFORMATION: APPLICABLE CODES: DIMENSIONS: A. ALL DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE OF DRAWINGS. B. ALL DIMENSIONS ARE TO FACE OF STUD or FACE OF CONCRETE U.N.O. C. ALL EXTERIOR STUDS TO BE 2x6 U.N.O. ALL INTERIOR STUDS TO BE 2x4 U.N.O. ALL INTERIOR STUD WALLS & CEILINGS BETWEEN LIVING SPACES SHALL HAVE 3 1/2 " SOUND ATTENUATION BATTS UNLESS THERMAL INSULATION IS CALLED FOR. INTERIOR ELEVATION WINDOW NUMBER F&M ARCHITECTS PO BOX 6762 15 KEARNS RD., STE. D SNOWMASS VILLAGE, CO 81611 P: (970) 987-2707 BUILDING TYPE AND OCCUPANCY: TYPE V / GROUP R3 OCCUPANCY PROVIDE FIRE SPRINKLER PROTECTION THROUGHOUT THE BUILDING AS REQ'D BY CODE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREPARING THE DRAWINGS AND OBTAINING THE PERMITS FOR THE FIRE SPRINKLER SYSTEM. THE FIRE SPRINKLER SYSTEMS SHALL MEET THE REQUIREMENTS OF ALL APPLICABLE CODES AND ORDINANCES. FIRE SPRINKLER PLAN WILL BE SUBMITTED AS ADDITIONAL INFORMATION ONCE THE MASTER PERMIT IS ISSUED. FIRE SPRINKLERS ARE TO BE INSTALLED WITH THIS PERMIT. NO PORTION OF THE WORK REQUIRING A SHOP DRAWING or SAMPLE SUBMISSION SHALL COMMENCE UNTIL THE SUBMISSION HAS BEEN REVIEWED BY THE ARCHITECT. ALL SUCH PORTIONS OF THE WORK SHALL BE IN ACCORDANCE WITH REVIEWED SHOP DRAWINGS AND SAMPLES. SHOP DRAWINGS AND PRODUCT SUBMITTALS ARE REQUIRED FOR ALL SHOP FABRICATED WORK AS WELL AS SPECIFIED PRODUCTS. THIS WORK INCLUDES, BUT NOT BE LIMITED TO, STRUCTURAL and DECORATIVE STEEL, WINDOWS and DOORS, BUILT-IN CABINETRY, HARDWARE, PLUMBING and ELECTRICAL FIXTURES, APPLIANCES AND EXTERIOR & INTERIOR FINISH MATERIALS. EXTERIOR ELEVATION TOP OF PLATE TOP OF FLOOR ELEVATION A8.1 2A8.1 A B C PLAN NTRUE N SITE: 1440 RED BUTTE DRIVE HWY 82 ASPEN CE METERY LANERED BUTTE DR.EL.=98.2 EL.= T.O. PLATE 110'-0" EL.= T.O. PLY. 100'-0" NORTH ??? 234 A 3C / SEE SHEET 1 A2.1 D IBC INTERNATIONAL BUILDING CODE IRC INTERNATIONAL RESIDENTIAL CODE KITCHEN 107 SPRAYED FOAM 0.76 ACRES RE:SURVEYLOT AREA PROJECT INFORMATION LOCATION: 1440 RED BUTTE DRIVE ASPEN, CO LEGAL DESCRIPTION: SUBDIVISION: RED BUTTE BLOCK: 1 LOT: 4 PROJECT DESCRIPTION: NEW ROOF MATERIAL THROUGHOUT, ADDED S.F. UNDERGROUND W/ TDR, ALL NEW WINDOWS AND DOORS, NEW ROOF STRUCTURE AT WEST ELEVATION, LANDSCAPE AND CIVIL GRADING FOR STREAM MARGIN APPLICATION. ROOM NUMBERROOM NUMBER DOOR LETTER CONSTRUCTION ASSEMBLY SHEET NUMBER HWY 82 CEMETERY LANE REFER TO COVER SHEET F & M A R C H I T E C T S © C O P Y R I G H T 2 0 1 7 F& M A r c h i t e c t s , L L C PO B o x 6 7 6 2 1 5 K e a r n s R d . S n o w m a s s V i l l a g e , C O 8 1 6 1 5 i n f o @ f a n d m a r c h i t e c t s . c o m 9 7 0 . 9 8 7 . 2 7 0 7 SHEET NO. DRAWING: JOB NO. 12 / 2 0 / 2 0 2 2 1 : 0 8 : 3 6 P M A0.1 22001 GEN. INFORMATION 14 4 0 R E D B U T T E 14 4 0 R E D B U T T E D R I V E AS P E N , C O Issue Date ARCHITECTURAL A1.1 EXISTING + PROPOSED SITE PLAN A1.3 SECOND FLOOR DEMO PLAN A1.4 THIRD FLOOR DEMO PLAN A1.5 UPPER THIRD FLOOR DEMO PLAN A1.6 ROOF DEMO PLAN A2.1 EXISTING MAIN + LOWER FLOOR PLAN A2.2 EXISTING SECOND FLOOR PLAN A2.3 EXISTING THIRD FLOOR PLAN A2.4 EXISTING UPPER THIRD FLOOR PLAN A2.5 EXISTING ROOF PLAN A2.7 PROPOSED MAIN + LOWER FLOOR PLAN A2.8 PROPOSED SECOND FLOOR PLAN A2.9 PROPOSED THIRD FLOOR PLAN A2.10 PROPOSED UPPER THIRD FLOOR PLAN A2.11 PROPOSED ROOF PLAN A3.1 EXISTING EXTERIOR ELEVATIONS A3.2 EXISTING EXTERIOR ELEVATIONS A3.3 PROPOSED EXTERIOR ELEVATIONS A3.4 PROPOSED EXTERIOR ELEVATIONS A3.5 PROPOSED PERSPECTIVES A3.6 EXISTING PERSPECTIVES A4.1 SECTIONS A6.1 ROOF + FLOOR ASSEMBLIES A6.2 WALL ASSEMBLIES A6.3 DETAILS A6.5 AIR SEALING DETAILS A7.1 MAIN LEVEL REFLECTED CEILING PLAN A7.2 SECOND LEVEL REFLECTED CEILING PLAN A7.3 THIRD LEVEL REFLECTED CEILING PLAN A7.4 PROPOSED MAIN LEVEL RCP A7.5 PROPOSED SECOND LEVEL RCP A7.6 PROPOSED THIRD LEVEL RCP A10.1 DOOR & WINDOW SCHEDULES A10.3 WINDOW DETAILS A10.4 DOOR DETAILS A0.1 GEN. INFORMATION A0.2 RADON MITIGATION PLAN Z0.1 EXISTING FLOOR AREA CALCULATIONS Z0.2 PROPOSED FLOOR AREA CALCULATIONS Z0.3 BURIED WALL CALCULATIONS BASEMENT Z0.4 INTERIOR REMODEL PLANS Z0.5 EXISTING MITIGATION AREA PLANS Z0.6 PROPOSED MITIGATION AREA PLANS Z0.7 ROOF DEMOLITION CALCULATIONS Z0.8 WALL DEMO KEY FLOOR PLANS Z0.9 WALL DEMOLITION CALCULATIONS INTERIORS I1.0 KITCHEN 104 I1.1 DINING 105 + PANTRY 106 I1.2 BATH 006 + BEDROOM 007 I1.3 POWDER 101 + BATH 206 I1.4 PROPOSED HUGO'S BATH I1.5 LAUNDRY/MUD + BATH 202 I1.6 BATH 203 I1.7 MASTER BEDROOM + MASTER BATH ISSUE: DATE: ROOF PERMIT 02/21/22 MORATORIUM 04/04/22 PERMIT 04/04/22 DRAFT STREAM MARGIN 11/04/22 1683 SF MAIN FLOOR AREA 7' - 1 1 / 2 " SEE EXIST. THIRD FLOOR FAR PLAN FOR STAIR AREA. STAIR AREA NOT SHOWN IN THIS VIEW FOR CLARITY. 8' - 1 1/2" 3' - 2 1 / 2 " 1' - 10" 4' - 6 1 / 2 " 8' - 1 1/2" 12 ' - 2 1 / 2 " 7' - 3" 1' - 10 1/2" 2' - 0 " PATIO 270 SF FRONT PORCH PATIO REFER TO SURVEY FOR AT- GRADE PATIO DASHED LINE REPRESENTS ROOF OVERHANG ABOVE STREET FACING FRONT PORCH 815 SF SPLIT-LEVEL AREA PATIO 592 SF GARAGE AREA 27 SF DECK 142 SF DECK PATIO A B A B C DC D C D A D 39 ' - 1 0 1 / 2 " 39 ' - 1 0 1 / 2 " 39' - 8 1/4" 38' - 8" 1235 SF SECOND FLOOR AREA MAIN LEVEL BLEOW NOT IN VIEW SEE EXIST. THIRD FLOOR FAR PLAN FOR STAIR AREA. STAIR AREA NOT SHOWN IN THIS VIEW FOR CLARITY. EDGE OF LOFT DASHED FOR REFERENCE. SEE AREA ON THIRD AREA PLAN. 966 SF THIRD FLOOR AREA 372 SF GUEST ROOM AREA 147 SF DECK 88 SF DECK 42 SF EXEMPT OPEN TO GREAT ROOM BELOW THIS GUEST ROOM IS LOCATED ON THE THIRD FLOOR, BUT ACCESSED VIA THE EXTERIOR STAIR. 51 SF DECK EDGE OF LOFT DASHED FOR REFERENCE. SEE AREA ABOVE. AREA OF LOFT ACCESSED FROM ROOM BELOW 80 SF LOFT FLOOR AREA A 3' - 2 1 / 8 " 9' - 7 3 / 4 " 362.5 s.f. total wall area 11.3 s.f. total buried area 345.9 s.f. exposed wall area 5.3 s.f. total buried area 33' - 2 3/4"4' - 9 1/2" 39' - 8 1/4" 1' - 8" C 8' - 7 1 / 8 " 3' - 2 1 / 8 " 4' - 1 0 " 8' - 0 1 / 8 " 322.5 s.f. total wall area 257.2 s.f. exposed wall area 51.5 s.f. buried wall area 13.8 s.f. buried wall area 2' - 4 1 / 4 " 38' - 8" 4' - 4"12' - 5 1/2"21' - 10 1/2" D 2' - 4 1 / 8 " 1' - 9 1 / 8 " 330.9 s.f. total wall area 71 s.f. total buried area 259.9 s.f. exposed wall area 39' - 10 1/2" 8' - 7 1 / 8 " B 4' - 2 3 / 4 " 5' - 5 " 3' - 2 1 / 8 " 384.6 s.f. total wall area 250.2 s.f. exposed wall area 134.4 s.f. buried wall area 9' - 7 3 / 4 " 39' - 10 1/2" 7' - 4"32' - 6 1/2" FLOOR AREA GARAGE AREA FAR TABULATION____________________________________ __ DECKS EXEMPT AREA SPLIT-LEVEL AREA SUB-GRADE WALL LEGEND_________________________ __ BURIED WALL AREA EXPOSED WALL AREA F & M A R C H I T E C T S © C O P Y R I G H T 2 0 1 7 F& M A r c h i t e c t s , L L C PO B o x 6 7 6 2 1 5 K e a r n s R d . S n o w m a s s V i l l a g e , C O 8 1 6 1 5 i n f o @ f a n d m a r c h i t e c t s . c o m 9 7 0 . 9 8 7 . 2 7 0 7 SHEET NO. DRAWING: JOB NO. 12 / 2 0 / 2 0 2 2 1 : 0 9 : 5 7 P M Z0.1 22001 EXISTING FLOOR AREA CALCULATIONS 14 4 0 R E D B U T T E 14 4 0 R E D B U T T E D R I V E AS P E N , C O Issue Date 1/8" = 1'-0" 1 EXISTING MAIN FLOOR FAR PLAN 1/8" = 1'-0" 2 EXISTING SECOND FLOOR FAR PLAN 1/8" = 1'-0" 3 EXISTING THIRD FLOOR FAR PLAN 1/8" = 1'-0" 4 WALL A 1/8" = 1'-0" 5 WALL C 1/8" = 1'-0" 6 WALL D 1/8" = 1'-0" 7 WALL B ISSUE: DATE: ROOF PERMIT 02/21/22 MORATORIUM 04/04/22 PERMIT 04/04/22 DRAFT STREAM MARGIN 12/20/2022 FLOOR AREA GARAGE AREA FAR TABULATION____________________________________ __ DECKS EXEMPT AREA SPLIT-LEVEL AREA SUB-GRADE WALL LEGEND_________________________ __ BURIED WALL AREA EXPOSED WALL AREA 815 SF SPLIT-LEVEL AREA 1754 SF MAIN FLOOR AREA 623 SF GARAGE AREA 235 SF DECK 189 SF FRONT PORCH A B A B C DC D C D A D REFER TO CIVIL FOR AT-GRADE PATIO DASHED LINE REPRESENTS ROOF OVERHANG ABOVE STREET FACING FRONT PORCH PATIO OVERFRAME 39 ' - 1 0 1 / 2 " 32 SF EXEMPT STORAGE 875 SF BASEMENT AREA A1 B1C1 D1 225 SF DECK 39' - 8 1/4" 38' - 8" UNDERGROUND GARAGE SHOWN IN CLOSER PROXIMITY TO MAIN HOUSE FOR CLARITY OF FAR DRAWINGS ONLY. 1183 SF SECOND FLOOR AREA MAIN LEVEL BLEOW NOT IN VIEW EDGE OF LOFT DASHED FOR REFERENCE. SEE AREA ON THIRD AREA PLAN. 944 SF THIRD FLOOR AREA 166 SF DECK 372 SF UPPER THIRD FLOOR AREA 96 SF DECK SECOND LEVEL BELOW NOT IN VIEW THIS GUEST ROOM IS LOCATED ON THE UPPER THIRD FLOOR AND ACCESSED VIA THE INTERIOR STAIR. AREA OF LOFT ACCESSED FROM ROOM BELOW EDGE OF LOFT DASHED FOR REFERENCE. SEE AREA ABOVE. 40 SF SECOND FLOOR AREA 42 SF EXEMPT F & M A R C H I T E C T S © C O P Y R I G H T 2 0 1 7 F& M A r c h i t e c t s , L L C PO B o x 6 7 6 2 1 5 K e a r n s R d . S n o w m a s s V i l l a g e , C O 8 1 6 1 5 i n f o @ f a n d m a r c h i t e c t s . c o m 9 7 0 . 9 8 7 . 2 7 0 7 SHEET NO. DRAWING: JOB NO. 12 / 2 0 / 2 0 2 2 1 : 0 9 : 5 9 P M Z0.2 22001 PROPOSED FLOOR AREA CALCULATIONS 14 4 0 R E D B U T T E 14 4 0 R E D B U T T E D R I V E AS P E N , C O Issue Date 1/8" = 1'-0" 1 PROPOSED MAIN FLOOR AREA PLAN 1/8" = 1'-0" 2 PROPOSED SECOND FLOOR AREA PLAN 1/8" = 1'-0" 3 PROPOSED THIRD FLOOR AREA PLAN ISSUE: DATE: MORATORIUM 04/04/22 PERMIT 04/04/22 DRAFT STREAM MARGIN 12/20/2022 256 s.f. total wall area 47.5 s.f. exposed wall area 218.7 s.f. total wall area 46.1 s.f. exposed wall area8' - 0 " 27' - 4" 218.7 s.f. total wall area 50.4 s.f. exposed wall area 256 s.f. total wall area 118.8 s.f. exposed wall area 10' - 0" 7719.45 8' - 0 " 7727.63 A 362.5 s.f. total wall area 345.9 s.f. exposed wall area 11.3 s.f. total buried area 5.3 s.f. total buried area 9' - 7 3 / 4 " 7' - 3 1 / 2 " 2' - 4 1 / 4 " 39' - 8 1/4" 4' - 9 1/2"33' - 2 3/4"1' - 8" B 384.6 s.f. total wall area 250.2 s.f. exposed wall area 134.4 s.f. buried wall area 5' - 5 " 3' - 2 1 / 8 " 6' - 5 5 / 8 " 9' - 7 3 / 4 " 4' - 2 3 / 4 " 7' - 4"32' - 6 1/2" 39' - 10 1/2" C 322.5 s.f. total wall area 257.2 s.f. exposed wall area 51.5 s.f. buried wall area 13.8 s.f. buried wall area 38' - 8" 8' - 7 1 / 8 " 3' - 2 1 / 8 " 4' - 4"12' - 5 1/2"21' - 10 1/2" 2' - 4 1 / 4 " D 330.9 s.f. total wall area 259.9 s.f. exposed wall area 71 s.f. total buried area 39' - 10 1/2" 8' - 7 1 / 8 " 2' - 4 1 / 8 " F & M A R C H I T E C T S © C O P Y R I G H T 2 0 1 7 F& M A r c h i t e c t s , L L C PO B o x 6 7 6 2 1 5 K e a r n s R d . S n o w m a s s V i l l a g e , C O 8 1 6 1 5 i n f o @ f a n d m a r c h i t e c t s . c o m 9 7 0 . 9 8 7 . 2 7 0 7 SHEET NO. DRAWING: JOB NO. 12 / 2 0 / 2 0 2 2 1 : 1 0 : 0 1 P M Z0.3 22001 BURIED WALL CALCULATIONS BASEMENT 14 4 0 R E D B U T T E 14 4 0 R E D B U T T E D R I V E AS P E N , C O Issue Date ISSUE: DATE: DRAFT STREAM MARGIN 12/20/2022 1/8" = 1'-0" 1 BASEMENT WALL A1 1/8" = 1'-0" 2 EAST BASEMENT WALL B1 1/8" = 1'-0" 3 BASEMENT WALL C1 1/8" = 1'-0" 4 BASEMENT WALL D1 1/8" = 1'-0" 5 PROPOSED WALL A SUBGRADE 1/8" = 1'-0" 6 PROPOSED WALL B SUBGRADE 1/8" = 1'-0" 7 PROPOSED WALL C SUBGRADE 1/8" = 1'-0" 8 PROPOSED WALL D SUBGRADE 57 SF MAIN LEVEL AREA 13 SF MAIN LEVEL AREA 7 SF SECOND LEVEL AREA MAIN LEVEL BLEOW NOT IN VIEW 98 SF SECOND LEVEL AREA 19 SF SECOND LEVEL AREA 21 SF SECOND LEVEL AREA 21 SF SECOND LEVEL AREA SECOND LEVEL BLEOW NOT IN VIEW 443 SF THIRD LEVEL AREA REMODEL AREA INTERIOR REMODEL LEGEND F & M A R C H I T E C T S © C O P Y R I G H T 2 0 1 7 F& M A r c h i t e c t s , L L C PO B o x 6 7 6 2 1 5 K e a r n s R d . S n o w m a s s V i l l a g e , C O 8 1 6 1 5 i n f o @ f a n d m a r c h i t e c t s . c o m 9 7 0 . 9 8 7 . 2 7 0 7 SHEET NO. DRAWING: JOB NO. 12 / 2 0 / 2 0 2 2 1 : 1 0 : 0 3 P M Z0.4 22001 INTERIOR REMODEL PLANS 14 4 0 R E D B U T T E 14 4 0 R E D B U T T E D R I V E AS P E N , C O Issue Date 1/8" = 1'-0" 1 MAIN FLOOR INTERIOR REMODEL PLAN 1/8" = 1'-0" 2 SECOND FLOOR INTERIOR REMODEL PLAN 1/8" = 1'-0" 3 THIRD FLOOR INTERIOR REMODEL PLAN INTERIOR REMODEL AREA: MAIN LEVEL REMODEL AREA: 70 S.F. SECOND LEVEL REMODEL AREA: 7 S.F. THIRD LEVEL REMODEL AREA: 443 S.F. TOTAL PROPOSED REMODEL AREA: 520 S.F. FLOOR AREA: MAIN LEVEL AREA: 3091 S.F. SECOND LEVEL AREA: 1235 S.F. THIRD LEVEL AREA: 1419 S.F. TOTAL AREA: 5745 S.F. TOTAL AREA / 2 = (5745 / 2) = 2872.5 S.F. REMODEL AREA < 50% THEREFORE CIVIL ENGINEERING IS NOT REQUIRED SITE DISTURBANCE: THERE IS NO SITE DISTURBANCE. ISSUE: DATE: PERMIT 04/04/22 DRAFT STREAM MARGIN 12/20/2022 3090 SF MAIN FLOOR MITIGATION AREA 1235 SF SECOND FLOOR MITIGATION AREA 1421 SF EXISTING THIRD FLOOR MITIGATION AREA MITIGATION AREA MITIGATION AREA LEGEND F & M A R C H I T E C T S © C O P Y R I G H T 2 0 1 7 F& M A r c h i t e c t s , L L C PO B o x 6 7 6 2 1 5 K e a r n s R d . S n o w m a s s V i l l a g e , C O 8 1 6 1 5 i n f o @ f a n d m a r c h i t e c t s . c o m 9 7 0 . 9 8 7 . 2 7 0 7 SHEET NO. DRAWING: JOB NO. 12 / 2 0 / 2 0 2 2 1 : 1 0 : 0 6 P M Z0.5 22001 EXISTING MITIGATION AREA PLANS 14 4 0 R E D B U T T E 14 4 0 R E D B U T T E D R I V E AS P E N , C O Issue Date 1/8" = 1'-0" 1 EXISTING MAIN FLOOR MITIGATION PLAN 1/8" = 1'-0" 2 EXISTING SECOND FLOOR MITIGATION PLAN 1/8" = 1'-0" 3 EXISTING THIRD FLOOR MITIGATION PLAN ISSUE: DATE: DRAFT STREAM MARGIN 12/20/2022 3224 SF PROPOSED MAIN FLOOR MITIGATION AREA 874 SF PROPOSED MAIN FLOOR MITIGATION AREA 1183 SF SECOND FLOOR MITIGATION AREA 1357 SF THIRD FLOOR MITIGATION AREA MITIGATION AREA MITIGATION AREA LEGEND F & M A R C H I T E C T S © C O P Y R I G H T 2 0 1 7 F& M A r c h i t e c t s , L L C PO B o x 6 7 6 2 1 5 K e a r n s R d . S n o w m a s s V i l l a g e , C O 8 1 6 1 5 i n f o @ f a n d m a r c h i t e c t s . c o m 9 7 0 . 9 8 7 . 2 7 0 7 SHEET NO. DRAWING: JOB NO. 12 / 2 0 / 2 0 2 2 1 : 1 0 : 0 8 P M Z0.6 22001 PROPOSED MITIGATION AREA PLANS 14 4 0 R E D B U T T E 14 4 0 R E D B U T T E D R I V E AS P E N , C O Issue Date 1/8" = 1'-0" 1 PROPOSED MAIN FLOOR MITIGATION PLAN 1/8" = 1'-0" 2 PROPOSED SECOND FLOOR MITIGATION PLAN 1/8" = 1'-0" 3 PROPOSED THIRD FLOOR MITIGATION PLAN ISSUE: DATE: DRAFT STREAM MARGIN 12/20/2022 A B C D E E E F A G H I JK L M N O P Q R ST U V W N = 503.3 S.F. M = 674.5 s.f. 6" / 1 2 " 10 " / 1 2 " 3 1 / 2 " / 1 2 " 10 " / 1 2 " 10" / 12" 10" / 12"10" / 12" 10 " / 1 2 " 10" / 12" 7" / 12" 10" / 12" 9" / 12"9" / 12" 9" / 1 2 " 9" / 1 2 " 10" / 12" 10 " / 1 2 " 10" / 12" 9" / 12" 9" / 12" 10 " / 1 2 " 12 " / 1 2 " 9" / 12" 6" / 1 2 " 9" / 12" 10 " / 1 2 " 10" / 12" 10" / 12"9" / 12"9" / 12" 10" / 12" 10" / 12"10" / 12" G G A = 563.6 S.F. B = 301.7 S.F. C = 302.1 S.F. W= 88.8 S.F. D = 77.6 S.F. E= 316.3 S.F. F= 21.6 S.F. I= 359.9 s.f. H= 112.8 s.f. S= 48.1 s.f.T= 48.1 s.f. Q= 13.1 s.f. R=161 s.f. P=115.3 s.f. U= 57.6 s.f. J= 46.3 s.f.K= 107 s.f. O= 302.3 s.f. V= 113.4 s.f.L=149.8 s.f. G=122.4 s.f. I= 49.9 s.f.L= 66.1 s.f. F & M A R C H I T E C T S © C O P Y R I G H T 2 0 1 7 F& M A r c h i t e c t s , L L C PO B o x 6 7 6 2 1 5 K e a r n s R d . S n o w m a s s V i l l a g e , C O 8 1 6 1 5 i n f o @ f a n d m a r c h i t e c t s . c o m 9 7 0 . 9 8 7 . 2 7 0 7 SHEET NO. DRAWING: JOB NO. 12 / 2 0 / 2 0 2 2 1 : 1 0 : 1 0 P M Z0.7 22001 ROOF DEMOLITION CALCULATIONS 14 4 0 R E D B U T T E 14 4 0 R E D B U T T E D R I V E AS P E N , C O Issue Date ISSUE: DATE: DRAFT STREAM MARGIN 12/20/2022 1/8" = 1'-0" 1 EXISTING ROOF PLAN DEMOLITION DIAGRAM B B A A F F H H I I 3 3 2 2 1 1 4 4 7 7 E E G G D D 5 5 6 6 8 8 C C Z0.9 1 Z0.9 2 Z0.95 Z0.9 3 B B A A F F H H I I 3 3 2 2 1 1 4 4 7 7 E E G G D D 5 5 6 6 8 8 C C Z0.9 1 Z0.9 2 Z0.95 Z0.9 3 A3.1 A3.2 A3.2B B A A F F H H I I 3 3 2 2 1 1 4 4 7 7 E E G G D D 5 5 6 6 8 8 C C Z0.9 1 Z0.9 2 Z0.95 Z0.9 3 F & M A R C H I T E C T S © C O P Y R I G H T 2 0 1 7 F& M A r c h i t e c t s , L L C PO B o x 6 7 6 2 1 5 K e a r n s R d . S n o w m a s s V i l l a g e , C O 8 1 6 1 5 i n f o @ f a n d m a r c h i t e c t s . c o m 9 7 0 . 9 8 7 . 2 7 0 7 SHEET NO. DRAWING: JOB NO. 12 / 2 0 / 2 0 2 2 1 : 1 0 : 1 4 P M Z0.8 22001 WALL DEMO KEY FLOOR PLANS 14 4 0 R E D B U T T E 14 4 0 R E D B U T T E D R I V E AS P E N , C O Issue Date ISSUE: DATE: DRAFT STREAM MARGIN 12/20/2022 1/8" = 1'-0" 1 EXISTING MAIN FLOOR WALL DEMO KEY PLAN 1/8" = 1'-0" EXISTING SECOND FLOOR WALL DEMO KEY PLAN 1/8" = 1'-0" 3 EXISTING THIRD FLOOR WALL DEMO KEY PLAN T.O. PLY @ MAIN FLOOR 100'-0" T.O. PLY @ THIRD FLOOR 110'-3 1/4" T.O. PLY @ SECOND FLOOR 104'-10" 321 4 756 8 647 s.f. 43 s.f. 43 s.f. 108.7 s.f. 15 s.f. fenestration 15 s.f. fenestration 20 s.f. fenestration 35 s.f. (beyond) 56.5 s.f. 76.5 s.f. 21.3 s.f. 44.6 s.f. (beyond) 85.6 s.f. 24.2 s.f. 10.4 s.f. 10.4 s.f. T.O. SLAB BASEMENT 92'-11 1/4" T.O. PLY @ MAIN FLOOR 100'-0" T.O. PLY @ THIRD FLOOR 110'-3 1/4" T.O. PLY @ SECOND FLOOR 104'-10" BA F H IEGDC 14.7 s.f. 6.1 s.f. fenestration 6.1 s.f. fenestration 14.7 s.f.14.7 s.f.14.7 s.f. 6.1 s.f. fenestration 6.1 s.f. fenestration6 s.f. 29.4 s.f. 24 s.f. fenestration 24 s.f. fenestration 29.4 s.f.10.7 s.f.6.9 s.f. 65.7 s.f. fenestration 65.7 s.f. fenestration 647 s.f. 21.4 s.f. fenestration 21 s.f. fenestration 24 s.f. fenestration 6.1 s.f. fenestration 6.1 s.f. fenestration 6.2 s.f. fenestration 22.1 s.f. 14 s.f.14 s.f.34 s.f. 5.7 s.f.5.7 s.f. 8.6 s.f.8.6 s.f. 8.6 s.f.8.6 s.f. 90.6 s.f. 51.3 s.f. 15.9 s.f. 3.5 s.f. 3.5 s.f. 70.6 s.f. 10 s.f. fenestration 10 s.f. fenestration 10 s.f. fenestration 41.2 s.f. 49 s.f. (stone wall in oblique view shown in planar elevation) 230.8 s.f. (stone wall in oblique view shown in planar elevation) 16 s.f. 16 s.f. 16 s.f. 16 s.f. 11.7 s.f.9.2 s.f. T.O. SLAB BASEMENT 92'-11 1/4" T.O. PLY @ MAIN FLOOR 100'-0" T.O. PLY @ THIRD FLOOR 110'-3 1/4" T.O. PLY @ SECOND FLOOR 104'-10" 3 2 147568 REFER TO SOUTH ELEVATION REFER TO NORTH ELEVATION FOR STONE WALL REFER TO NORTH ELEVATION 23.9 s.f. fenestration 201.3 s.f. 35.4 s.f.21.3 s.f. fenestration 16 s.f. fenestration 24 s.f. fenestration 350.9 s.f. 6 s.f. fenestration 12 s.f. fenestration 6 s.f. fenestration 9.8 s.f. fenestration 9.8 s.f. fenestration 19.5 s.f. fenestration 15.7 s.f. fenestration 4.9 s.f. fenestration 4.9 s.f. fenestration 162.7 s.f. 35.4 s.f. 27.3 s.f. 32.3 s.f. (stone wall in oblique view shown in planar elevation) 32.3 s.f. (stone wall in oblique view shown in planar elevation) 46.6 s.f. (stone wall out of view shown in planar elevation) 46.6 s.f. (stone wall out of view shown in planar elevation) 7.4 s.f. 7.5 s.f. 7.5 s.f. 15 s.f. T.O. PLY @ MAIN FLOOR 100'-0" T.O. PLY @ THIRD FLOOR 110'-3 1/4" T.O. PLY @ SECOND FLOOR 104'-10" B AFHIEGDC 77 s.f. 16 s.f. 13.3 s.f. 10 s.f. fenestration 10 s.f. fenestration 10 s.f. fenestration 11.6 s.f.11.6 s.f. 32.8 s.f. 23.4 s.f. 128 s.f. fenestration 39.4 s.f. 158 s.f. 10.5 s.f.10.5 s.f. 49.4 s.f. fenestration 49.4 s.f. fenestration 47.8 s.f. fenestration 11.3 s.f. fenestration 11.3 s.f. fenestration 4 s.f. fenestration 22.5 s.f. 96.6 s.f. 17.8 s.f. fenestration 60.2 s.f. 8.74 s.f. fenestration 12.8 s.f. 8.8 s.f. 43.1 s.f. 30 s.f. fenestration 19.5 s.f. 6.3 s.f. fenestration 7.4 s.f. 8.2 s.f. fenestration 24.7 s.f. fenestration 24.7 s.f. fenestration 20 s.f. fenestration 20 s.f. fenestration 590.5 s.f. 48 s.f. (stone wall in oblique view shown in planar elevation) 230.8 s.f. (stone wall in oblique view shown in planar elevation) 18.5 s.f. wall out of view 13.1 s.f. 4.2 s.f.18.7 s.f. fenestration 18 s.f. fenestration 32 s.f. fenestration 21.9 s.f.21.9 s.f. 18.7 s.f. 55.4 s.f. 6.9 s.f. 6.9 s.f. 29.8 s.f. 22.1 s.f. T.O. SLAB BASEMENT 92'-11 1/4" F & M A R C H I T E C T S © C O P Y R I G H T 2 0 1 7 F& M A r c h i t e c t s , L L C PO B o x 6 7 6 2 1 5 K e a r n s R d . S n o w m a s s V i l l a g e , C O 8 1 6 1 5 i n f o @ f a n d m a r c h i t e c t s . c o m 9 7 0 . 9 8 7 . 2 7 0 7 SHEET NO. DRAWING: JOB NO. 12 / 2 0 / 2 0 2 2 1 : 1 0 : 1 7 P M Z0.9 22001 WALL DEMOLITION CALCULATIONS 14 4 0 R E D B U T T E 14 4 0 R E D B U T T E D R I V E AS P E N , C O Issue Date ISSUE: DATE: DRAFT STREAM MARGIN 12/20/2022 1/8" = 1'-0" 1 WEST WALL DEMO ELEVATION 1/8" = 1'-0" 2 NORTH WALL DEMO ELEVATION 1/8" = 1'-0" 5 EAST WALL DEMO ELEVATION 1/8" = 1'-0" 3 SOUTH WALL DEMO ELEVATION S S S S S S S S G G G G G G C CC C CC C C CC C CC E E E E E EE E E E E E E E W W W W W W W C T W x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x PATIO DS DS PROPERTY LINE 7.5' UTILITY EASEMENT PR O P E R T Y L I N E PR O P E R T Y L I N E PR O P E R T Y L I N E P R O PE R T Y LIN E PROPERTY LINE PROPERTY LINE PROPERTY LINE PROPERTY LINE 100'-0" STREAM SETBACK PATIO 7.5' UTILITY EASEMENT 7. 5 ' U T I L I T Y E A S E M E N T MEAN HIGH WATER LINE ROARING FORK RIVER EXISTING TREES, RE: SURVEY AND LANDSCAPE FOR TREES TO REMAIN NEW FRONT ENTRY PATH, RE: LANDSCAPE LOT 4 1440 RED BUTTE DR +/-0.706 ACRES SHED MEAN HIGH WATER LINE PROPOSED NEW PERGOLA SHADE STRUCTURE 10'-0" SETBACK 10'-0" SETBACK 10 ' - 0 " S E T B A C K 10 ' - 0 " S E T B A C K PROPERTY LINE 25'-0" SETBACK 25' - 0" GREEN ROOF OVER SUBGRADE SPACE 7'-6" UTILITY EASEMENT EDGE OF LANDSCAPE, RE: LANDSCAPE SNOWMELTED PATIO NEW PLANTING AT FRONT ENTRY PATHWAY, RE: LANDSCAPE NEW PLANTINGS, RE: LANDSCAPE TRENCH DRAIN, RE: CIVIL NEW PAVERS FOR FOOTPATH RE: LANDSCAPE 7727 7726 7726 7726 7721 7720 7723 7724 7724 7723 7722 7721 7720 7719 7716 7717 7718 7719 7720 7721 7722 TOP OF SLOPE (RED), RE: SURVEY NEW STANDING SEAM ZINC ROOF FINISH, TYP. 15' TOP OF SLOPE SETBACK, (RED) RE: SURVEY RE: SURVEY FLOOD ZONE "X" 7721 7722 7723 7724 7725 7728 7727 CONCRETE SITE WALL AT DRIVEWAY, RE: CIVIL CAR PARKING LOCATION PERVIOUS PAVERS DRIVEWAY, RE: CIVIL SPA, RE: LANDSCAPE AT GRADE PATIO, RE: LANDSCAPE TRANSITION FROM PATIO TO GRADE GENERATOR, RE: MAIN FLOOR PLAN PATIO DS DS GRAVEL DRIVEWAY PROPERTY LINE PR O P E R T Y L I N E PR O P E R T Y L I N E PR O P E R T Y L I N E P R O PE R T Y LIN E PROPERTY LINE PROPERTY LINE PROPERTY LINE PROPERTY LINE PATIO SPA 100'-0" STREAM SETBACK PATIO PATIO 7.5' UTILITY EASEMENT MEAN HIGH WATER LINE ROARING FORK RIVER PATIO ROCK WALL EXISTING TREES, RE: SURVEY ROCK WALL ENTRY PATH LOT 4 1440 RED BUTTE DR +/-0.706 ACRES SHED ROCK WALL MEAN HIGH WATER LINE 7.5' UTILITY EASEMENT 7. 5 ' U T I L I T Y E A S E M E N T 10'-0" SETBACK 10 ' - 0 " S E T B A C K PROPERTY LINE 25'-0" SETBACK 7'-6" UTILITY EASEMENT 7727 7726 7726 7726 7723 7724 7725 7723 7724 7724 7723 7722 7721 7720 7719 7716 7717 7718 7719 7720 7721 7722 7724 RE: SURVEY FLOOD ZONE X 15' TOP OF SLOPE SETBACK (RED) RE: SURVEY TOP OF SLOPE (RED) RE: SURVEY F & M A R C H I T E C T S © C O P Y R I G H T 2 0 1 7 F& M A r c h i t e c t s , L L C PO B o x 6 7 6 2 1 5 K e a r n s R d . S n o w m a s s V i l l a g e , C O 8 1 6 1 5 i n f o @ f a n d m a r c h i t e c t s . c o m 9 7 0 . 9 8 7 . 2 7 0 7 SHEET NO. DRAWING: JOB NO. 12 / 2 0 / 2 0 2 2 1 : 0 8 : 4 6 P M A1.1 22001 EXISTING + PROPOSED SITE PLAN 14 4 0 R E D B U T T E 14 4 0 R E D B U T T E D R I V E AS P E N , C O Issue Date NORTH SITE PLAN NOTES 1. REFER TO SURVEY FOR ACCURATE EXISTING CONDITIONS INCLUDING TOPOGRAPHY, (E) UTILITIES AND VEGETATION. 2. ALL EXISTING EXTERIOR WALLS ARE TO REMAIN. REFER TO ROOF PLANS FOR ROOF SLOPE AND ROOF DESIGN. 3. ALL EXISTING PATIOS, HARDSCAPE AND PATHS, AND VEGETATION ARE TO REMAIN, TYP. 4. EXISTING CONTOURS ARE SHOWN FOR ILLUSTRATIVE PURPOSES ONLY. 5. ARCHITECTURAL SITE PLAN USED TO LOCATE RESIDENCE ONLY. ALL OTHER INFORMATION SHOWN FOR ILLUSTRATIVE PURPOSES ONLY. 1/16" = 1'-0" 2 PROPOSED SITE PLAN 1/16" = 1'-0" 1 EXISTING SITE PLAN. NORTH ISSUE: DATE: ROOF PERMIT 02/21/22 MORATORIUM 04/04/22 PERMIT 04/04/22 DRAFT STREAM MARGIN 11/04/22 DRAFT STREAM MARGIN 12/20/2022 UP B B A A F F H H I I 3 3 2 2 1 1 4 4 7 7 E E G G D D 5 5 6 6 8 8 C C DN UP UP DN DN UP FOYER 100 SITTING ROOM 102 GREAT ROOM 103 KITCHEN 104 DINING ROOM 105 POWDER 101 LAUNDRY 003 MUDROOM 002 STORAGE GARAGE 001 BATHROOM 006 GUEST ROOM 005 FAMILY ROOM 004 PANTRY 106 WATER HWH HWH F W D REF. REF. EL. MAIN FLOOR = 100'-0" A.F.F. V.I.F. 99'-0" A.F.F. V.I.F. EL. GARAGE = 95'-9 1/4" A.F.F. V.I.F. EL. = 95'-9 1/4" A.F.F. V.I.F. EL. MAIN FLOOR = 100'-0" A.F.F. V.I.F. 99'-0" A.F.F. V.I.F. 95'-2 1/4" A.F.F. V.I.F. DN PATIO PATIO (E) TIMBER RAILINGS AND BALUSTERS TO BE REMOVED (E) EXTERIOR STAIR TO BE REMOVED 86' - 9" VIF 5' - 3" VIF 7' - 10" VIF 9' - 3" VIF 12' - 7" VIF 10' - 1" VIF 14' - 4" VIF 1' - 8" VIF 25' - 9" VIF 52 ' - 3 1 / 2 " V I F 7' - 6 " V I F 3' - 0 " V I F 9' - 0 " V I F 2' - 3 1 / 4 " V I F 22 ' - 0 " V I F 4' - 6 1 / 4 " V I F 4' - 0 " V I F 86' - 9" VIF 5' - 3" VIF 7' - 10" VIF 9' - 3" VIF 12' - 7" VIF 10' - 1" VIF 14' - 4" VIF 1' - 8" VIF 25' - 9" VIF 52 ' - 3 1 / 2 " V I F 7' - 6 " V I F 3' - 0 " V I F 9' - 0 " V I F 2' - 3 1 / 4 " V I F 22 ' - 0 " V I F 4' - 6 1 / 4 " V I F 4' - 0 " V I F INTERIOR CLOSET WALLS TO BE REMOVED INTERIOR PANTRY WALLS TO BE REMOVED INTERIOR HALF WALL TO BE REMOVED (E) WALL WITH DOORS AND WINDOWS TO BE REMOVED (E) WINDOWS TO BE REMOVED (E) BAY WINDOWS AND WALLS TO BE REMOVED (E) TIMBER RAILINGS AND BALUSTERS TO BE REMOVED (E) FRONT DOOR TO BE REMOVED (E) H.T. COLUMNS TO BE REMOVED, TYP. (E) APPLIED TIMBER COLUMNS TO BE REMOVED, TYP. (E) WINDOWS TO BE REMOVED, TYP. (E) WINDOWS TO BE REMOVED, TYP. (E) STAIR TO BE REMOVED EXISTING WALLS, APPLIANCES, FIXTURES TO REMAIN DEMOLITION LEGEND EXISTING WALLS, APPLIANCES, FIXTURES TO BE REMOVED EXISTING ROOF TO BE REMOVED F & M A R C H I T E C T S © C O P Y R I G H T 2 0 1 7 F& M A r c h i t e c t s , L L C PO B o x 6 7 6 2 1 5 K e a r n s R d . S n o w m a s s V i l l a g e , C O 8 1 6 1 5 i n f o @ f a n d m a r c h i t e c t s . c o m 9 7 0 . 9 8 7 . 2 7 0 7 SHEET NO. DRAWING: JOB NO. 12 / 2 0 / 2 0 2 2 1 : 0 8 : 4 7 P M A1.2 22001 MAIN FLOOR DEMO PLAN 14 4 0 R E D B U T T E 14 4 0 R E D B U T T E D R I V E AS P E N , C O Issue Date 1/4" = 1'-0" 1 _MAIN FLOOR DEMO PLAN NORTH DEMOLITION PLAN NOTES 1. ALL EXISTING FLOOR ELEVATIONS ARE TO REMAIN. 2. ALL EXISTING WINDOWS AND DOORS ARE TO BE REMOVED, TYP. 3. G.C. TO FIELD VERIFY ALL EXISTING CONDITIONS AND MEASUREMENTS. G.C. TO NOTIFY ARCHITECT OF ANY SITE CONDITIONS THAT DIFFER FROM THE DOCUMENTS FOR COORDINATION WITH DESIGN INTENT. 4. ALL APPLIANCES, PLUMBING FIXTURES, AND FINISHES TO BE REMOVED, TYP. ISSUE: DATE: DRAFT STREAM MARGIN 11/04/22 DRAFT STREAM MARGIN 12/20/2022 B B A A F F H H I I 3 3 2 2 1 1 4 4 7 7 E E G G D D 5 5 6 6 8 8 C C DN UP UP DN OSCAR'S BEDROOM 204 HUGO'S BEDROOM 205 HUGO'S BATHROOM 206 MILO'S BEDROOM 201 MILO'S BATHROOM 202 OSCAR'S BATHROOM 203 HALL 200 MAIN LEVEL BLEOW NOT IN VIEW 4'-10" A.F.F. V.I.F. 86' - 9" VIF 5' - 3" VIF 7' - 10" VIF 9' - 3" VIF 12' - 7" VIF 10' - 1" VIF 14' - 4" VIF 1' - 8" VIF 25' - 9" VIF 52 ' - 3 1 / 2 " V I F 7' - 6 " V I F 3' - 0 " V I F 9' - 0 " V I F 2' - 3 1 / 4 " V I F 22 ' - 0 " V I F 4' - 6 1 / 4 " V I F 4' - 0 " V I F 86' - 9" VIF 5' - 3" VIF 7' - 10" VIF 9' - 3" VIF 12' - 7" VIF 10' - 1" VIF 14' - 4" VIF 1' - 8" VIF 25' - 9" VIF 52 ' - 3 1 / 2 " V I F 7' - 6 " V I F 3' - 0 " V I F 9' - 0 " V I F 2' - 3 1 / 4 " V I F 22 ' - 0 " V I F 4' - 6 1 / 4 " V I F 4' - 0 " V I F PERGOLA ROOF TO BE REMOVED (E) EXTERIOR STAIR TO BE REMOVED (E) BAY WINDOWS TO BE REMOVED (E) WINDOWS TO BE REMOVED, TYP. (E) BAY WINDOW TO BE REMOVED SHED ROOF TO BE REMOVED SHED ROOF TO BE REMOVED (E) PLUMBING FIXTURES TO BE REMOVED, TYP. (E) ROOF TO BE REMOVED (E) ROOF TO BE REMOVED (E) H.T. BEAMS AT DECK TO BE REMOVED (E) ENTRY ROOF TO BE REMOVED EXISTING WALLS, APPLIANCES, FIXTURES TO REMAIN DEMOLITION LEGEND EXISTING WALLS, APPLIANCES, FIXTURES TO BE REMOVED EXISTING ROOF TO BE REMOVED F & M A R C H I T E C T S © C O P Y R I G H T 2 0 1 7 F& M A r c h i t e c t s , L L C PO B o x 6 7 6 2 1 5 K e a r n s R d . S n o w m a s s V i l l a g e , C O 8 1 6 1 5 i n f o @ f a n d m a r c h i t e c t s . c o m 9 7 0 . 9 8 7 . 2 7 0 7 SHEET NO. DRAWING: JOB NO. 12 / 2 0 / 2 0 2 2 1 : 0 8 : 4 9 P M A1.3 22001 SECOND FLOOR DEMO PLAN 14 4 0 R E D B U T T E 14 4 0 R E D B U T T E D R I V E AS P E N , C O Issue Date 1/4" = 1'-0" 1 _SECOND FLOOR DEMO PLAN NORTH ISSUE: DATE: DRAFT STREAM MARGIN 11/04/22 DRAFT STREAM MARGIN 12/20/2022 DEMOLITION PLAN NOTES 1. ALL EXISTING FLOOR ELEVATIONS ARE TO REMAIN. 2. ALL EXISTING WINDOWS AND DOORS ARE TO BE REMOVED, TYP. 3. G.C. TO FIELD VERIFY ALL EXISTING CONDITIONS AND MEASUREMENTS. G.C. TO NOTIFY ARCHITECT OF ANY SITE CONDITIONS THAT DIFFER FROM THE DOCUMENTS FOR COORDINATION WITH DESIGN INTENT. 4. ALL APPLIANCES, PLUMBING FIXTURES, AND FINISHES TO BE REMOVED, TYP. B B A A F F H H I I 3 3 2 2 1 1 4 4 7 7 E E G G D D 5 5 6 6 8 8 C C ROOF OF PERGOLA TO BE REMOVED MAIN BEDROOM 301 GYM 302 OPEN TO GREAT ROOM BELOW HIS CLOSET 303 HER CLOSET 304 MAIN BATHROOM 305 W.C. 306 BALCONY 307 DN DECK EL. THIRD FLOOR - 10'-3 1/4" A.F.F. V.I.F. SECOND LEVEL BLEOW NOT IN VIEW (E) TIMBER RAILINGS AND BALUSTERS TO BE REMOVED EXISTING FIREPLACE TO BE REPLACED WITH NEW GAS APPLIANCE F.P. DN 86' - 9" VIF 5' - 3" VIF 7' - 10" VIF 9' - 3" VIF 12' - 7" VIF 10' - 1" VIF 14' - 4" VIF 1' - 8" VIF 25' - 9" VIF 52 ' - 3 1 / 2 " V I F 7' - 6 " V I F 3' - 0 " V I F 9' - 0 " V I F 2' - 3 1 / 4 " V I F 22 ' - 0 " V I F 4' - 6 1 / 4 " V I F 4' - 0 " V I F 86' - 9" VIF 5' - 3" VIF 7' - 10" VIF 9' - 3" VIF 12' - 7" VIF 10' - 1" VIF 14' - 4" VIF 1' - 8" VIF 25' - 9" VIF 52 ' - 3 1 / 2 " V I F 7' - 6 " V I F 3' - 0 " V I F 9' - 0 " V I F 2' - 3 1 / 4 " V I F 22 ' - 0 " V I F 4' - 6 1 / 4 " V I F 4' - 0 " V I F ROOF OVER PORCH TO BE REMOVED (E) BAY WINDOW TO BE REMOVED (E) WINDOWS TO BE REMOVED, TYP. (E) WINDOWS TO BE REMOVED, TYP. (E) PLUMBING AND FIXTURES TO BE REMOVED, TYP. (E) STAIR TO BE REMOVED EXISTING WALLS, APPLIANCES, FIXTURES TO REMAIN DEMOLITION LEGEND EXISTING WALLS, APPLIANCES, FIXTURES TO BE REMOVED EXISTING ROOF TO BE REMOVED F & M A R C H I T E C T S © C O P Y R I G H T 2 0 1 7 F& M A r c h i t e c t s , L L C PO B o x 6 7 6 2 1 5 K e a r n s R d . S n o w m a s s V i l l a g e , C O 8 1 6 1 5 i n f o @ f a n d m a r c h i t e c t s . c o m 9 7 0 . 9 8 7 . 2 7 0 7 SHEET NO. DRAWING: JOB NO. 12 / 2 0 / 2 0 2 2 1 : 0 8 : 5 1 P M A1.4 22001 THIRD FLOOR DEMO PLAN 14 4 0 R E D B U T T E 14 4 0 R E D B U T T E D R I V E AS P E N , C O Issue Date ISSUE: DATE: DRAFT STREAM MARGIN 11/04/22 DRAFT STREAM MARGIN 12/20/2022 1/4" = 1'-0" 1 _THIRD FLOOR DEMO PLAN NORTH DEMOLITION PLAN NOTES 1. ALL EXISTING FLOOR ELEVATIONS ARE TO REMAIN. 2. ALL EXISTING WINDOWS AND DOORS ARE TO BE REMOVED, TYP. 3. G.C. TO FIELD VERIFY ALL EXISTING CONDITIONS AND MEASUREMENTS. G.C. TO NOTIFY ARCHITECT OF ANY SITE CONDITIONS THAT DIFFER FROM THE DOCUMENTS FOR COORDINATION WITH DESIGN INTENT. 4. ALL APPLIANCES, PLUMBING FIXTURES, AND FINISHES TO BE REMOVED, TYP. UP B B A A F F H H I I 3 3 2 2 1 1 4 4 7 7 E E G G D D 5 5 6 6 8 8 C C ROOF OF PERGOLA BELOW MAIN BEDROOM 301 GYM 302 OPEN TO GREAT ROOM BELOW HIS CLOSET 303 HER CLOSET 304 MAIN BATHROOM 305 W.C. 306 BALCONY 307 DECK EL. THIRD FLOOR - 10'-3 1/4" A.F.F. V.I.F. DN LIVING 400 BEDROOM 401 BATH 402 CLOSET 403 THIRD LEVEL BLEOW 13'-4" A.F.F. V.I.F. 6" / 1 2 " 10" / 12" 10 " / 1 2 " 10" / 12" 10 " / 1 2 " 10 " / 1 2 " 10 " / 1 2 " 10" / 12"LOFT 10" / 12"10" / 12" 10 " / 1 2 " 12' - 0 1/64" VIF 6' - 7 1 / 3 2 " V I F HUGO'S BEDROOM BELOW 9" / 1 2 " 9" / 1 2 " EXTERIOR STAIR TO REMAIN EDGE OF EXISTING LOFT EXISTING LOFT OPENING ROOF OVER DORMER BELOW 86' - 9" VIF 5' - 3" VIF 7' - 10" VIF 9' - 3" VIF 12' - 7" VIF 10' - 1" VIF 14' - 4" VIF 1' - 8" VIF 25' - 9" VIF 52 ' - 3 1 / 2 " V I F 7' - 6 " V I F 3' - 0 " V I F 9' - 0 " V I F 2' - 3 1 / 4 " V I F 22 ' - 0 " V I F 4' - 6 1 / 4 " V I F 4' - 0 " V I F 86' - 9" VIF 5' - 3" VIF 7' - 10" VIF 9' - 3" VIF 12' - 7" VIF 10' - 1" VIF 14' - 4" VIF 1' - 8" VIF 25' - 9" VIF 52 ' - 3 1 / 2 " V I F 7' - 6 " V I F 3' - 0 " V I F 9' - 0 " V I F 2' - 3 1 / 4 " V I F 22 ' - 0 " V I F 4' - 6 1 / 4 " V I F 4' - 0 " V I F EXISTING WALLS, APPLIANCES, FIXTURES TO REMAIN DEMOLITION LEGEND EXISTING WALLS, APPLIANCES, FIXTURES TO BE REMOVED EXISTING ROOF TO BE REMOVED F & M A R C H I T E C T S © C O P Y R I G H T 2 0 1 7 F& M A r c h i t e c t s , L L C PO B o x 6 7 6 2 1 5 K e a r n s R d . S n o w m a s s V i l l a g e , C O 8 1 6 1 5 i n f o @ f a n d m a r c h i t e c t s . c o m 9 7 0 . 9 8 7 . 2 7 0 7 SHEET NO. DRAWING: JOB NO. 12 / 2 0 / 2 0 2 2 1 : 0 8 : 5 3 P M A1.5 22001 UPPER THIRD FLOOR DEMO PLAN 14 4 0 R E D B U T T E 14 4 0 R E D B U T T E D R I V E AS P E N , C O Issue Date ISSUE: DATE: DRAFT STREAM MARGIN 11/04/22 DRAFT STREAM MARGIN 12/20/2022 1/4" = 1'-0" 1 _UPPER THIRD FLOOR DEMO PLAN DEMOLITION PLAN NOTES 1. ALL EXISTING FLOOR ELEVATIONS ARE TO REMAIN. 2. ALL EXISTING WINDOWS AND DOORS ARE TO BE REMOVED, TYP. 3. G.C. TO FIELD VERIFY ALL EXISTING CONDITIONS AND MEASUREMENTS. G.C. TO NOTIFY ARCHITECT OF ANY SITE CONDITIONS THAT DIFFER FROM THE DOCUMENTS FOR COORDINATION WITH DESIGN INTENT. 4. ALL APPLIANCES, PLUMBING FIXTURES, AND FINISHES TO BE REMOVED, TYP. NORTH EXISTING WALLS, APPLIANCES, FIXTURES TO REMAIN DEMOLITION LEGEND EXISTING WALLS, APPLIANCES, FIXTURES TO BE REMOVED EXISTING ROOF TO BE REMOVED B B A A F F H H I I 3 3 2 2 1 1 4 4 7 7 E E G G D D 5 5 6 6 8 8 C C F & M A R C H I T E C T S © C O P Y R I G H T 2 0 1 7 F& M A r c h i t e c t s , L L C PO B o x 6 7 6 2 1 5 K e a r n s R d . S n o w m a s s V i l l a g e , C O 8 1 6 1 5 i n f o @ f a n d m a r c h i t e c t s . c o m 9 7 0 . 9 8 7 . 2 7 0 7 SHEET NO. DRAWING: JOB NO. 12 / 2 0 / 2 0 2 2 1 : 0 8 : 5 5 P M A1.6 22001 ROOF DEMO PLAN 14 4 0 R E D B U T T E 14 4 0 R E D B U T T E D R I V E AS P E N , C O Issue Date ISSUE: DATE: DRAFT STREAM MARGIN 11/04/22 DRAFT STREAM MARGIN 12/20/2022 ROOF DEMOLITION PLAN NOTES 1. ALL EXISTING CHIMNEYS ARE TO REMAIN. 2. ALL EXISTING ROOFS AND STRUCTURE ARE TO REMAIN, UNO. 3. ALL EXISTING ROOF FINISH MATERIAL IS TO BE REMOVED, TYP. 4. ALL EXISTING ROOF PENETRATIONS ARE TO REMAIN, UNO. 5. G.C. TO FIELD VERIFY ALL EXISTING CONDITIONS AND MEASUREMENTS. G.C. TO NOTIFY ARCHITECT OF ANY SITE CONDITIONS THAT DIFFER FROM THE DOCUMENTS FOR COORDINATION WITH DESIGN INTENT. NORTH 1/4" = 1'-0" 1 _ROOF DEMO PLAN UP A3.11 DN UP UP DN DN UP B B A A F F H H I I 3 3 2 2 1 1 4 4 7 7 E E G G D D FOYER 100 SITTING ROOM 102 GREAT ROOM 103 KITCHEN 104 DINING ROOM 105 POWDER 101 LAUNDRY 003 MUDROOM 002 STORAGE GARAGE 001 BATHROOM 006 GUEST ROOM 005 FAMILY ROOM 004 PANTRY 106 5 5 6 6 8 8 WATER HWH HWH F W D REF. REF. DN PATIO PATIO C C (E) PERGOLA TO BE REMOVED ALL (E) WINDOWS TO BE REMOVED, TYP. OUTLINE OF PERGOLA ROOF ABOVE (E) EXTERIOR STAIR TO BE REMOVED OUTLINE OF ROOF ABOVE (E) WOOD COLUMNS TO E REMOVED, TYP. (E) GARAGE DOORS TO BE REPLACED (E) FRONT PORCH TO REMAIN (E) STONE TO REMAIN, TYP. ALL (E) WINDOWS TO BE REMOVED, TYP. OUTLINE OF ROOF ABOVE (E) PATIO DOORS AND WINDOWS TO BE REPLACED A3.4 2 A3.4 1 86' - 9" VIF 5' - 3" VIF 7' - 10" VIF 9' - 3" VIF 12' - 7" VIF 10' - 1" VIF 14' - 4" VIF 1' - 8" VIF 25' - 9" VIF 52 ' - 3 1 / 2 " V I F 7' - 6 " V I F 3' - 0 " V I F 9' - 0 " V I F 2' - 3 1 / 4 " V I F 22 ' - 0 " V I F 4' - 6 1 / 4 " V I F 4' - 0 " V I F 86' - 9" VIF 5' - 3" VIF 7' - 10" VIF 9' - 3" VIF 12' - 7" VIF 10' - 1" VIF 14' - 4" VIF 1' - 8" VIF 25' - 9" VIF 52 ' - 3 1 / 2 " V I F 7' - 6 " V I F 3' - 0 " V I F 9' - 0 " V I F 2' - 3 1 / 4 " V I F 22 ' - 0 " V I F 4' - 6 1 / 4 " V I F 4' - 0 " V I F EXISTING WOOD BURNING FIREPLACE TO REMAIN (E) RAILING TO BE REMOVED 10'-0" SETBACK 10 ' - 0 " S E T B A C K 1 A4.1 1 A4.1 T.O. PLY = 99'-0" T.O. PLY @ MAIN LEVEL = 100'-0" T.O. SLAB @ GARAGE = 95'-9 1/4" T.O. PLY @ GUEST ROOM = +/- 95'-2 1/4" T.O. PLY @ FAMILY ROOM = +/- 95'-9 1/4" PROPERTY LINE EXISTING WALLS NEW WALLS WALL LEGEND F & M A R C H I T E C T S © C O P Y R I G H T 2 0 1 7 F& M A r c h i t e c t s , L L C PO B o x 6 7 6 2 1 5 K e a r n s R d . S n o w m a s s V i l l a g e , C O 8 1 6 1 5 i n f o @ f a n d m a r c h i t e c t s . c o m 9 7 0 . 9 8 7 . 2 7 0 7 SHEET NO. DRAWING: JOB NO. 12 / 2 0 / 2 0 2 2 1 : 0 8 : 5 6 P M A2.1 22001 EXISTING MAIN + LOWER FLOOR PLAN 14 4 0 R E D B U T T E 14 4 0 R E D B U T T E D R I V E AS P E N , C O Issue Date 1/4" = 1'-0" 1 EXISTING MAIN FLOOR PLAN NORTH PLAN NOTES 1. ALL EXISTING FLOOR ELEVATIONS ARE TO REMAIN. G.C. TO FIELD VERIFY ALL FLOOR ELEVATIONS PRIOR TO CONSTRUCTION OF NEW STAIRS. 2. REFER TO RCPs FOR CARBON MONOXIDE / SMOKE DETECTOR LOCATIONS. 3. EXISTING PLUMBING, FIXTURES, AND INTERIOR WALLS ARE TO BE REMOVED, TYP. 4. SITE ELEVATION 7726.59' = ARCHITECTURAL MAIN LEVEL T.O. PLY 100'-0". 5. FURNITURE IS SHOWN FOR REFERENCE ONLY, REFER TO INT. FINISH PLANS AND FURNITURE PLANS FOR FINAL FURNITURE LAYOUTS. 6. G.C. TO FIELD VERIFY ALL EXISTING CONDITIONS AND MEASUREMENTS. G.C. TO NOTIFY ARCHITECT OF ANY SITE CONDITIONS THAT DIFFER FROM THE DOCUMENTS FOR COORDINATION WITH DESIGN INTENT. ISSUE: DATE: ROOF PERMIT 02/21/22 MORATORIUM 04/04/22 PERMIT 04/04/22 DRAFT STREAM MARGIN 11/04/22 DRAFT STREAM MARGIN 12/20/2022 A3.1 2 A3.2 1 A3.2 2 B B A A F F H H I I 3 3 2 2 1 1 4 4 7 7 E E G G D D DN UP UP DN OSCAR'S BEDROOM 204 HUGO'S BEDROOM 205 HUGO'S BATHROOM 206 MILO'S BEDROOM 201 MILO'S BATHROOM 202 OSCAR'S BATHROOM 203 HALL 200 5 5 6 6 8 8 MAIN LEVEL BLEOW NOT IN VIEW T.O. PLY @ SECOND LEVEL = 104'-10" C C 86' - 9" VIF 5' - 3" VIF 7' - 10" VIF 9' - 3" VIF 12' - 7" VIF 10' - 1" VIF 14' - 4" VIF 1' - 8" VIF 25' - 9" VIF 52 ' - 3 1 / 2 " V I F 7' - 6 " V I F 3' - 0 " V I F 9' - 0 " V I F 2' - 3 1 / 4 " V I F 22 ' - 0 " V I F 4' - 6 1 / 4 " V I F 4' - 0 " V I F 86' - 9" VIF 5' - 3" VIF 7' - 10" VIF 9' - 3" VIF 12' - 7" VIF 10' - 1" VIF 14' - 4" VIF 1' - 8" VIF 25' - 9" VIF 52 ' - 3 1 / 2 " V I F 7' - 6 " V I F 3' - 0 " V I F 9' - 0 " V I F 2' - 3 1 / 4 " V I F 22 ' - 0 " V I F 4' - 6 1 / 4 " V I F 4' - 0 " V I F OUTLINE OF PERGOLA ROOF (E) EXTERIOR STAIR TO BE REMOVED ALL (E) WINDOWS TO BE REMOVED, TYP. ALL (E) WINDOWS TO BE REPLACED, TYP. OUTLINE OF (E) LOFT DASHED ABOVE 10'-0" SETBACK 10 ' - 0 " S E T B A C K PROPERTY LINE 10 ' - 0 " S E T B A C K PR O P E R T Y L I N E 5' - 1 1 / 4 " EXISTING WALLS NEW WALLS WALL LEGEND F & M A R C H I T E C T S © C O P Y R I G H T 2 0 1 7 F& M A r c h i t e c t s , L L C PO B o x 6 7 6 2 1 5 K e a r n s R d . S n o w m a s s V i l l a g e , C O 8 1 6 1 5 i n f o @ f a n d m a r c h i t e c t s . c o m 9 7 0 . 9 8 7 . 2 7 0 7 SHEET NO. DRAWING: JOB NO. 12 / 2 0 / 2 0 2 2 1 : 0 8 : 5 8 P M A2.2 22001 EXISTING SECOND FLOOR PLAN 14 4 0 R E D B U T T E 14 4 0 R E D B U T T E D R I V E AS P E N , C O Issue Date 1/4" = 1'-0" 1 EXISTING SECOND FLOOR PLAN NORTH ISSUE: DATE: MORATORIUM 04/04/22 PERMIT 04/04/22 DRAFT STREAM MARGIN 11/04/22 DRAFT STREAM MARGIN 12/20/2022 PLAN NOTES 1. ALL EXISTING FLOOR ELEVATIONS ARE TO REMAIN. G.C. TO FIELD VERIFY ALL FLOOR ELEVATIONS PRIOR TO CONSTRUCTION OF NEW STAIRS. 2. REFER TO RCPs FOR CARBON MONOXIDE / SMOKE DETECTOR LOCATIONS. 3. EXISTING PLUMBING, FIXTURES, AND INTERIOR WALLS ARE TO BE REMOVED, TYP. 4. SITE ELEVATION 7726.59' = ARCHITECTURAL MAIN LEVEL T.O. PLY 100'-0". 5. FURNITURE IS SHOWN FOR REFERENCE ONLY, REFER TO INT. FINISH PLANS AND FURNITURE PLANS FOR FINAL FURNITURE LAYOUTS. 6. G.C. TO FIELD VERIFY ALL EXISTING CONDITIONS AND MEASUREMENTS. G.C. TO NOTIFY ARCHITECT OF ANY SITE CONDITIONS THAT DIFFER FROM THE DOCUMENTS FOR COORDINATION WITH DESIGN INTENT. A3.1 2 A3.2 1 A3.2 2 ROOF OF PERGOLA BELOW MAIN BEDROOM 301 GYM 302 OPEN TO GREAT ROOM BELOW B B A A F F H H I I 3 3 2 2 1 1 4 4 7 7 E E G G D D HIS CLOSET 303 HER CLOSET 304 MAIN BATHROOM 305 W.C. 306 BALCONY 307 DN DECK 5 5 6 6 8 8 EL. THIRD FLOOR - 10'-3 1/4" A.F.F. V.I.F. SECOND LEVEL BLEOW NOT IN VIEW C C EXISTING DECK TO REMAIN BALCONY EXISTING FIREPLACE TO BE REPLACED WITH NEW GAS APPLIANCE F.P. OUTLINE OF ROOF DASHED ABOVE OUTLINE OF ROOF DASHED ABOVE DN 86' - 9" VIF 5' - 3" VIF 7' - 10" VIF 9' - 3" VIF 12' - 7" VIF 10' - 1" VIF 14' - 4" VIF 1' - 8" VIF 25' - 9" VIF 52 ' - 3 1 / 2 " V I F 7' - 6 " V I F 3' - 0 " V I F 9' - 0 " V I F 2' - 3 1 / 4 " V I F 22 ' - 0 " V I F 4' - 6 1 / 4 " V I F 4' - 0 " V I F 86' - 9" VIF 5' - 3" VIF 7' - 10" VIF 9' - 3" VIF 12' - 7" VIF 10' - 1" VIF 14' - 4" VIF 1' - 8" VIF 25' - 9" VIF 52 ' - 3 1 / 2 " V I F 7' - 6 " V I F 3' - 0 " V I F 9' - 0 " V I F 2' - 3 1 / 4 " V I F 22 ' - 0 " V I F 4' - 6 1 / 4 " V I F 4' - 0 " V I F ROOF OVER PORCH BELOW (E) GYM WINDOWS AND MAN DOOR TO BE REMOVED, TYP. 2' - 0 " V I F EXISTING WALLS NEW WALLS WALL LEGEND F & M A R C H I T E C T S © C O P Y R I G H T 2 0 1 7 F& M A r c h i t e c t s , L L C PO B o x 6 7 6 2 1 5 K e a r n s R d . S n o w m a s s V i l l a g e , C O 8 1 6 1 5 i n f o @ f a n d m a r c h i t e c t s . c o m 9 7 0 . 9 8 7 . 2 7 0 7 SHEET NO. DRAWING: JOB NO. 12 / 2 0 / 2 0 2 2 1 : 0 9 : 0 0 P M A2.3 22001 EXISTING THIRD FLOOR PLAN 14 4 0 R E D B U T T E 14 4 0 R E D B U T T E D R I V E AS P E N , C O Issue Date 1/4" = 1'-0" 1 EXISTING THIRD FLOOR PLAN NORTH ISSUE: DATE: MORATORIUM 04/04/22 PERMIT 04/04/22 DRAFT STREAM MARGIN 11/04/22 DRAFT STREAM MARGIN 12/20/2022 PLAN NOTES 1. ALL EXISTING FLOOR ELEVATIONS ARE TO REMAIN. G.C. TO FIELD VERIFY ALL FLOOR ELEVATIONS PRIOR TO CONSTRUCTION OF NEW STAIRS. 2. REFER TO RCPs FOR CARBON MONOXIDE / SMOKE DETECTOR LOCATIONS. 3. EXISTING PLUMBING, FIXTURES, AND INTERIOR WALLS ARE TO BE REMOVED, TYP. 4. SITE ELEVATION 7726.59' = ARCHITECTURAL MAIN LEVEL T.O. PLY 100'-0". 5. FURNITURE IS SHOWN FOR REFERENCE ONLY, REFER TO INT. FINISH PLANS AND FURNITURE PLANS FOR FINAL FURNITURE LAYOUTS. 6. G.C. TO FIELD VERIFY ALL EXISTING CONDITIONS AND MEASUREMENTS. G.C. TO NOTIFY ARCHITECT OF ANY SITE CONDITIONS THAT DIFFER FROM THE DOCUMENTS FOR COORDINATION WITH DESIGN INTENT. UP A3.1 2 A3.2 1 A3.2 2 B B A A F F H H I I 3 3 2 2 1 1 4 4 7 7 E E G G D D 5 5 6 6 8 8 C C ROOF OF PERGOLA BELOW MAIN BEDROOM 301 GYM 302 OPEN TO GREAT ROOM BELOW HIS CLOSET 303 HER CLOSET 304 MAIN BATHROOM 305 W.C. 306 BALCONY 307 DECK EL. THIRD FLOOR - 10'-3 1/4" A.F.F. V.I.F. DN LIVING 400 BEDROOM 401 BATH 402 CLOSET 403 THIRD LEVEL BLEOW 13'-4" A.F.F. V.I.F. 6" / 1 2 " 10" / 12" 10 " / 1 2 " 10" / 12" 10 " / 1 2 " 7" / 12" 10 " / 1 2 " 10 " / 1 2 " 10" / 12" LOFT 10" / 12"10" / 12" 10 " / 1 2 " HUGO'S BEDROOM BELOW 9" / 1 2 " 9" / 1 2 " EXTERIOR STAIR TO BE REMOVED EDGE OF EXISTING LOFT EXISTING LOFT OPENING ROOF OVER DORMER BELOW 86' - 9" VIF 5' - 3" VIF 7' - 10" VIF 9' - 3" VIF 12' - 7" VIF 10' - 1" VIF 14' - 4" VIF 1' - 8" VIF 25' - 9" VIF 52 ' - 3 1 / 2 " V I F 7' - 6 " V I F 3' - 0 " V I F 9' - 0 " V I F 2' - 3 1 / 4 " V I F 22 ' - 0 " V I F 4' - 6 1 / 4 " V I F 4' - 0 " V I F 86' - 9" VIF 5' - 3" VIF 7' - 10" VIF 9' - 3" VIF 12' - 7" VIF 10' - 1" VIF 14' - 4" VIF 1' - 8" VIF 25' - 9" VIF 52 ' - 3 1 / 2 " V I F 7' - 6 " V I F 3' - 0 " V I F 9' - 0 " V I F 2' - 3 1 / 4 " V I F 22 ' - 0 " V I F 4' - 6 1 / 4 " V I F 4' - 0 " V I F OSCAR'S BEDROOM BELOW EXISTING WALLS NEW WALLS WALL LEGEND F & M A R C H I T E C T S © C O P Y R I G H T 2 0 1 7 F& M A r c h i t e c t s , L L C PO B o x 6 7 6 2 1 5 K e a r n s R d . S n o w m a s s V i l l a g e , C O 8 1 6 1 5 i n f o @ f a n d m a r c h i t e c t s . c o m 9 7 0 . 9 8 7 . 2 7 0 7 SHEET NO. DRAWING: JOB NO. 12 / 2 0 / 2 0 2 2 1 : 0 9 : 0 2 P M A2.4 22001 EXISTING UPPER THIRD FLOOR PLAN 14 4 0 R E D B U T T E 14 4 0 R E D B U T T E D R I V E AS P E N , C O Issue Date 1/4" = 1'-0" 1 EXISTING UPPER THIRD FLOOR PLAN NORTH ISSUE: DATE: MORATORIUM 04/04/22 PERMIT 04/04/22 DRAFT STREAM MARGIN 11/04/22 DRAFT STREAM MARGIN 12/20/2022 PLAN NOTES 1. ALL EXISTING FLOOR ELEVATIONS ARE TO REMAIN. G.C. TO FIELD VERIFY ALL FLOOR ELEVATIONS PRIOR TO CONSTRUCTION OF NEW STAIRS. 2. REFER TO RCPs FOR CARBON MONOXIDE / SMOKE DETECTOR LOCATIONS. 3. EXISTING PLUMBING, FIXTURES, AND INTERIOR WALLS ARE TO BE REMOVED, TYP. 4. SITE ELEVATION 7726.59' = ARCHITECTURAL MAIN LEVEL T.O. PLY 100'-0". 5. FURNITURE IS SHOWN FOR REFERENCE ONLY, REFER TO INT. FINISH PLANS AND FURNITURE PLANS FOR FINAL FURNITURE LAYOUTS. 6. G.C. TO FIELD VERIFY ALL EXISTING CONDITIONS AND MEASUREMENTS. G.C. TO NOTIFY ARCHITECT OF ANY SITE CONDITIONS THAT DIFFER FROM THE DOCUMENTS FOR COORDINATION WITH DESIGN INTENT. A3.1 2 A3.2 1 A3.2 2 B B A A F F H H I I 3 3 2 2 1 1 4 4 7 7 E E G G D D 9" / 12" 9" / 1 2 " 9" / 1 2 " 9" / 1 2 " 9" / 12 " 9" / 12" 9 " / 1 2 " 9" / 1 2 " 9" / 12 " 9" / 12" 9" / 12" 6" / 1 2 " 10" / 12" 10" / 12" 10 " / 1 2 " 10 " / 1 2 " 10" / 12" 9" / 12" 3 1 / 2 " / 1 2 " 10 " / 1 2 " 7" / 12" 10 " / 1 2 " [No Slope] [No Slope] 10 " / 1 2 " 12 " / 1 2 " 10 " / 1 2 " 10 " / 1 2 " 9" / 12" 9" / 12" 10" / 12" DECK BELOW PATIO BELOW PATIO BELOW ROOF OF PERGOLA BELOW APPROX. LOCATION OF FIREPLACE FLUE APPROX. LOCATION OF FIREPLACE FLUE SLOPING STONE CAP BELOW SLOPING STONE CAP BELOW 6" / 1 2 " 6" / 1 2 " OPENING IN ROOF OVER EXTERIOR STAIR SLOPING ROOF OVER LOWER LEVEL BELOW SLOPING ROOF OVER SECOND LEVEL BELOW EXPOSED LOG RAFTERS BELOW MASTER DECK APPROX. LOCATION AND SIZE OF EXIST. SKYLIGHTS DASHED LINE REPRESENTS OUTSIDE OF WALL BELOW DASHED LINE REPRESENTS OUTSIDE OF WALL BELOW DS 3' - 0 1/2" VIF 1' - 10 41/64" VIF 2' - 1 1/2" VIF2' - 1 1/2" VIF 2' - 0" VIF2' - 0" VIF 16' - 0" VIF 2' - 0" VIF 7' - 4 1 / 2 " V I F 3' - 5 1 / 4 " V I F 5 5 6 6 8 8 1' - 0 1 1 7 / 2 5 6 " V I F 5' - 2 1 / 2 " V I F 7' - 3" VIF 7' - 3 9/256" VIF 7' - 4 1 / 2 " V I F C C APPROX. LOCATION OF EXISTING FLUE 10" / 12" 10" / 12"10" / 12" 10 " / 1 2 " 10" / 12" EXISTING CEDAR SHAKE ROOF • EXISTING CEDAR SHAKES • REFER TO TYP. ROOF ASSEMBLY DETAILS ROOF LEGEND PROPOSED METAL STANDING SEAM ZINC ROOF • NEW ZINC STANDING SEAM ROOF • REFER TO TYP. ROOF ASSEMBLY DETAILS • EXISTING SHEATHING AND STRUCTURE TO REMAIN WHERE POSSIBLE PROPOSED FLAT TPO ROOF • NEW FLAT ROOF WITH TPO MEMBRANE • REFER TO TYP. ROOF ASSEMBLY DETAILS STONE CAP AT CHIMNEY • EXISTING CHIMNEY CAP TO REMAIN DOWNSPOUTD.S. F & M A R C H I T E C T S © C O P Y R I G H T 2 0 1 7 F& M A r c h i t e c t s , L L C PO B o x 6 7 6 2 1 5 K e a r n s R d . S n o w m a s s V i l l a g e , C O 8 1 6 1 5 i n f o @ f a n d m a r c h i t e c t s . c o m 9 7 0 . 9 8 7 . 2 7 0 7 SHEET NO. DRAWING: JOB NO. 12 / 2 0 / 2 0 2 2 1 : 0 9 : 0 4 P M A2.5 22001 EXISTING ROOF PLAN 14 4 0 R E D B U T T E 14 4 0 R E D B U T T E D R I V E AS P E N , C O Issue Date 1/4" = 1'-0" 1 EXISTING ROOF PLAN ROOF PLAN NOTES 1. ALL EXISTING ROOF FINISH MATERIALS ARE TO BE REMOVED, TYP. 2. ALL (E) ROOF PENETRATIONS ARE TO REMAIN. 3. (E) ROOF STRUCTURE AND OVERHANG DIMENSIONS ARE TO REMAIN WHERE APPLICABLE. REFER TO ROOF DEMOLITION PLAN AND STRUCTURAL PLAN. 4. G.C. TO FIELD VERIFY ALL (E) GUTTER AND DOWNSPOUT LOCATIONS. NORTH ISSUE: DATE: ROOF PERMIT 02/21/22 MORATORIUM 04/04/22 PERMIT 04/04/22 DRAFT STREAM MARGIN 11/04/22 DRAFT STREAM MARGIN 12/20/2022 South Facade, street facing, existing condition EXISTING WALLS NEW WALLS WALL LEGEND B B A A F F 7 7 E E D D 8 8 C C Z0.3 5 1 A4.1 Z0.32 Z0.3 4 Z0.3 3 Z0.3 1 J J K K 9 9 10 10 32' - 0" 27 ' - 4 " 32' - 0" TO (E) GARAGE WALL +/ - 5 4 ' - 2 " 27 ' - 4 " 8"9' - 8"8"10' - 0"8"9' - 8"8" 11' - 0"10' - 0"11' - 0" 8" 26 ' - 0 " 8" 8"30' - 8"8" 8" 26 ' - 0 " 8" 3' - 6 " CAR F & M A R C H I T E C T S © C O P Y R I G H T 2 0 1 7 F& M A r c h i t e c t s , L L C PO B o x 6 7 6 2 1 5 K e a r n s R d . S n o w m a s s V i l l a g e , C O 8 1 6 1 5 i n f o @ f a n d m a r c h i t e c t s . c o m 9 7 0 . 9 8 7 . 2 7 0 7 SHEET NO. DRAWING: JOB NO. 12 / 2 0 / 2 0 2 2 1 : 0 9 : 0 5 P M A2.6 22001 PROPOSED BASEMENT FLOOR PLAN 14 4 0 R E D B U T T E 14 4 0 R E D B U T T E D R I V E AS P E N , C O Issue Date ISSUE: DATE: DRAFT STREAM MARGIN 12/20/2022 NORTH PLAN NOTES 1. ALL EXISTING FLOOR ELEVATIONS ARE TO REMAIN. G.C. TO FIELD VERIFY ALL FLOOR ELEVATIONS PRIOR TO CONSTRUCTION OF NEW STAIRS. 2. REFER TO RCPs FOR CARBON MONOXIDE / SMOKE DETECTOR LOCATIONS. 3. EXISTING PLUMBING, FIXTURES, AND INTERIOR WALLS ARE TO BE REMOVED, TYP. 4. SITE ELEVATION 7726.59' = ARCHITECTURAL MAIN LEVEL T.O. PLY 100'-0". 5. FURNITURE IS SHOWN FOR REFERENCE ONLY, REFER TO INT. FINISH PLANS AND FURNITURE PLANS FOR FINAL FURNITURE LAYOUTS. 6. G.C. TO FIELD VERIFY ALL EXISTING CONDITIONS AND MEASUREMENTS. G.C. TO NOTIFY ARCHITECT OF ANY SITE CONDITIONS THAT DIFFER FROM THE DOCUMENTS FOR COORDINATION WITH DESIGN INTENT. 1/4" = 1'-0" 1 PROPOSED BASEMENT FLOOR PLAN B B A A F F H H I I 3 3 2 2 1 1 4 4 7 7 E E G G D D 5 5 6 6 8 8 C C DN UP DN UP FOYER 100 GREAT ROOM 103 KITCHEN 104 DINING ROOM 105 POWDER 101 LAUNDRY 003 MUDROOM 002 STORAGE GARAGE 001 BATHROOM 006 GUEST ROOM 005 FAMILY ROOM 004 86' - 9" VIF 5' - 3" VIF 7' - 10" VIF 9' - 3" VIF 12' - 7" VIF 10' - 1" VIF 14' - 4" VIF 1' - 8" VIF 25' - 9" VIF 52 ' - 3 1 / 2 " V I F 7' - 6 " V I F 3' - 0 " V I F 9' - 0 " V I F 2' - 3 1 / 4 " V I F 22 ' - 0 " V I F 4' - 6 1 / 4 " V I F 4' - 0 " V I F WATER HWH HWH F W D DN PATIO 45 KW BACKUP GENERATOR A3.31 A3.4 2 A3.3 2 A3.4 1 HB FD TR ICE BE N C H BEV. DWR WARM DWR DW DW TR EXISTING WOOD FIREPLACE TO REMAIN G.C. TO VENT EXHAUST HOOD TO EXTERIOR WALL. PROVIDE MAKE- UP AIR AS REQ'D. G.C. TO RE-USE (E) DRYER EXHAUST VENT (E) MECHANICAL EQUIPMENT TO BE RELOCATED PER G.C. 52 ' - 3 1 / 2 " V I F 7' - 6 " V I F 3' - 0 " V I F 9' - 0 " V I F 2' - 3 1 / 4 " V I F 22 ' - 0 " V I F 4' - 6 1 / 4 " V I F 4' - 0 " V I F 86' - 9" VIF 5' - 3" VIF 7' - 10" VIF 9' - 3" VIF 12' - 7" VIF 10' - 1" VIF 14' - 4" VIF 1' - 8" VIF 25' - 9" VIF NEW HOSE BIB FOR DOG WASH NEW STAIR NEW FULL HEIGHT 2X WALL AT EDGE OF STAIR G.C. TO REUSE (E) FLUE FOR VAMPAROSSA GAS BURNER NEW FULL-HEIGHT GLAZING EXT. STORAGE PANTRY 102 101 A 10'-0" SETBACK 10 ' - 0 " S E T B A C K 10 ' - 0 " S E T B A C K PR O P E R T Y L I N E PROPERTY LINE NEW EXTERIOR STORAGE 7" 4' - 9 1/2" 5 1 / 2 " 3' - 6 1 / 2 " 2' - 4 1 / 2 " 7"3' - 2 1 / 2 " 5 1 / 2 " 5' - 7 1 5 / 3 2 " 5 1 / 2 " 5' - 4 1 / 2 " TRASH NEW TRASH STORAGE RECYCLE OUTLINE OF NEW PERGOLA ROOF ABOVE DASHED FOR REFERENCE NEW SQ. STEEL COLUMNS AT PERGOLA 40 s.f. HOT TUB 7' - 6 " U T I L I T Y E A S E M E N T HARDSCAPE PATIO NEW 6'-0" WIDE ENTRY PATHWAY, RE: LANDSCAPE COVERED DINING 004 B 002 A 004 A 000 A 000 B 006 A 102 A 001 C 1 A4.1 1 A4.1 T.O. PLY @ MAIN LEVEL = 7726.51 T.O. PLY @ MAIN LEVEL = 100'-0" T.O. SLAB @ GARAGE = 95'-9 1/4" T.O. PLY = 99'-0" T.O. PLY @ DECK = 7725.46 7' - 6 " U T I L I T Y E A S E M E N T T.O. PLY @ GUEST ROOM = +/- 95'-2 1/4" T.O. PLY @ FAMILY ROOM = +/- 95'-9 1/4" NEW 8" SQUARE COLUMNS PIZZA OVEN W-5 W-2 W-1 W-1 W-1 W-4 W-1 W-2 OUTDOOR KITCHEN WITH MASONRY SURROUND PIZZA OVEN 6' - 6 " V I F 100 A 5 1/2" 6' - 0 1/2" V.I.F. 16' - 0"6' - 0 1/2" 5 1/2" NEW MASONRY WALL W/ GLAZING NEW EXTERIOR PORCH WALL NEW SQUARE TIMBER COLUMNS W/ METAL RAILING NEW FULL-HEIGHT GLAZING WALL DN 103 A A3 FD FD TRENCH DRAIN, RE: CIVIL OVEN OVEN BEV. DWR 105 A 105 A A13 A16A17 A18A19 A20 A21 A22 001 A 001 B A6 A1 A2 A4 A5 A14A15 APPROX. LOCATION FOR BACKUP GENERATOR 7723.01 7726.58 EXISTING WALLS NEW WALLS WALL LEGEND F & M A R C H I T E C T S © C O P Y R I G H T 2 0 1 7 F& M A r c h i t e c t s , L L C PO B o x 6 7 6 2 1 5 K e a r n s R d . S n o w m a s s V i l l a g e , C O 8 1 6 1 5 i n f o @ f a n d m a r c h i t e c t s . c o m 9 7 0 . 9 8 7 . 2 7 0 7 SHEET NO. DRAWING: JOB NO. 12 / 2 0 / 2 0 2 2 1 : 0 9 : 0 8 P M A2.7 22001 PROPOSED MAIN + LOWER FLOOR PLAN 14 4 0 R E D B U T T E 14 4 0 R E D B U T T E D R I V E AS P E N , C O Issue Date 1/4" = 1'-0" 1 PROPOSED MAIN FLOOR PLAN NORTH ISSUE: DATE: MORATORIUM 04/04/22 PERMIT 04/04/22 DRAFT STREAM MARGIN 11/04/22 DRAFT STREAM MARGIN 12/20/2022 PLAN NOTES 1. ALL EXISTING FLOOR ELEVATIONS ARE TO REMAIN. G.C. TO FIELD VERIFY ALL FLOOR ELEVATIONS PRIOR TO CONSTRUCTION OF NEW STAIRS. 2. REFER TO RCPs FOR CARBON MONOXIDE / SMOKE DETECTOR LOCATIONS. 3. EXISTING PLUMBING, FIXTURES, AND INTERIOR WALLS ARE TO BE REMOVED, TYP. 4. SITE ELEVATION 7726.59' = ARCHITECTURAL MAIN LEVEL T.O. PLY 100'-0". 5. FURNITURE IS SHOWN FOR REFERENCE ONLY, REFER TO INT. FINISH PLANS AND FURNITURE PLANS FOR FINAL FURNITURE LAYOUTS. 6. G.C. TO FIELD VERIFY ALL EXISTING CONDITIONS AND MEASUREMENTS. G.C. TO NOTIFY ARCHITECT OF ANY SITE CONDITIONS THAT DIFFER FROM THE DOCUMENTS FOR COORDINATION WITH DESIGN INTENT. C.3.Garage Dimensions C.3.Garage Dimensions B B A A F F H H I I 3 3 2 2 1 1 4 4 7 7 E E G G D D 5 5 6 6 8 8 C C DN UP OSCAR'S BEDROOM 204HUGO'S BEDROOM 205 HUGO'S BATHROOM 206 MILO'S BEDROOM 201 MILO'S BATHROOM 202 OSCAR'S BATHROOM 203 HALL 200 MAIN LEVEL BLEOW NOT IN VIEW T.O. PLY @ SECOND LEVEL = 104'-10" A3.31 A3.4 2 A3.3 2 A3.4 1 86' - 9" VIF 5' - 3" VIF 7' - 10" VIF 9' - 3" VIF 12' - 7" VIF 10' - 1" VIF 14' - 4" VIF 1' - 8" VIF 25' - 9" VIF 52 ' - 3 1 / 2 " V I F 7' - 6 " V I F 3' - 0 " V I F 9' - 0 " V I F 2' - 3 1 / 4 " V I F 22 ' - 0 " V I F 4' - 6 1 / 4 " V I F 4' - 0 " V I F 86' - 9" VIF 5' - 3" VIF 7' - 10" VIF 9' - 3" VIF 12' - 7" VIF 10' - 1" VIF 14' - 4" VIF 1' - 8" VIF 25' - 9" VIF 52 ' - 3 1 / 2 " V I F 7' - 6 " V I F 3' - 0 " V I F 9' - 0 " V I F 2' - 3 1 / 4 " V I F 22 ' - 0 " V I F 4' - 6 1 / 4 " V I F 4' - 0 " V I F OUTLINE OF LOFT DASHED ABOVE NEW WING WALL AT WATER CLOSET AND FRAMED WALL FOR PLUMBING 206 B 206 A 200 A 200 B 200 C 200 D 203 A 1 A4.1 1 A4.1 FLAT ROOF OUTSIDE OF WINDOW FOR EGRESS RE: INTERIORS FOR BUILT-IN MILLWORK STORAGE FULL-HEIGHT STORAGE SPACE BELOW SNOW GUARDS ON ROOF BELOW GUTTER AND DOWN SPOUT DS RE: INTERIORS FOR BUILT-IN MILLWORK STORAGE W-2 W-2 B1 B2 B5 B4 +/ - 5 1 / 2 " 10 ' - 4 5 / 1 6 " 5 1 / 2 " 3' - 1 1 / 2 " 3 1 / 2 " +/- 6 ' - 4 1 5 / 1 6 " 106'-6 1/8" 107'-8 3/4" NEW FRAMED WALL INFILLED AT PREVIOUS BAY WINDOW. NEW DOUBLE CASEMENT WINDOW FOR EGRESS W-1 W-1 W-1 +/- 5 1/2" 6' - 6 1/2"6' - 1 25/128"+/- 5 1/2"6' - 4 71/128"1' - 10 3/4" CL CL 12' - 6 1/2"5' - 9 1/2" +/- 5 1/2" 6' - 3"6' - 6 1/2" CL CL +/- 5 1/2" 2' - 1 1/2" 3 1/2" +/- 15' - 11"+/- 5 1/2"12' - 9 1/2" +/- 5 1/2" +/- 7' - 3" 1' - 10" EQ EQ CL CL RE: INTERIORS FOR BUILT-IN MILLWORK STORAGE +/- 4 ' - 1 0 3 / 4 " +/- 3 ' - 1 1 1 / 2 " CL +/- 2 ' - 2 " CLEQEQCL1' - 8"CL2' - 3 17/256"B3 A7A8A9A10A11A12 EXISTING WALLS NEW WALLS WALL LEGEND F & M A R C H I T E C T S © C O P Y R I G H T 2 0 1 7 F& M A r c h i t e c t s , L L C PO B o x 6 7 6 2 1 5 K e a r n s R d . S n o w m a s s V i l l a g e , C O 8 1 6 1 5 i n f o @ f a n d m a r c h i t e c t s . c o m 9 7 0 . 9 8 7 . 2 7 0 7 SHEET NO. DRAWING: JOB NO. 12 / 2 0 / 2 0 2 2 1 : 0 9 : 1 2 P M A2.8 22001 PROPOSED SECOND FLOOR PLAN 14 4 0 R E D B U T T E 14 4 0 R E D B U T T E D R I V E AS P E N , C O Issue Date NORTH 1/4" = 1'-0" 1 PROPOSED SECOND FLOOR PLAN ISSUE: DATE: MORATORIUM 04/04/22 PERMIT 04/04/22 DRAFT STREAM MARGIN 11/04/22 DRAFT STREAM MARGIN 12/20/2022 PLAN NOTES 1. ALL EXISTING FLOOR ELEVATIONS ARE TO REMAIN. G.C. TO FIELD VERIFY ALL FLOOR ELEVATIONS PRIOR TO CONSTRUCTION OF NEW STAIRS. 2. REFER TO RCPs FOR CARBON MONOXIDE / SMOKE DETECTOR LOCATIONS. 3. EXISTING PLUMBING, FIXTURES, AND INTERIOR WALLS ARE TO BE REMOVED, TYP. 4. SITE ELEVATION 7726.59' = ARCHITECTURAL MAIN LEVEL T.O. PLY 100'-0". 5. FURNITURE IS SHOWN FOR REFERENCE ONLY, REFER TO INT. FINISH PLANS AND FURNITURE PLANS FOR FINAL FURNITURE LAYOUTS. 6. G.C. TO FIELD VERIFY ALL EXISTING CONDITIONS AND MEASUREMENTS. G.C. TO NOTIFY ARCHITECT OF ANY SITE CONDITIONS THAT DIFFER FROM THE DOCUMENTS FOR COORDINATION WITH DESIGN INTENT. W D B B A A F F H H I I 3 3 2 2 1 1 4 4 7 7 E E G G D D 5 5 6 6 8 8 C C ROOF OF PERGOLA BELOW MAIN BEDROOM 301 GYM 302 OPEN TO GREAT ROOM BELOW MAIN BATHROOM 305 BALCONY 307 UP DECK SECOND LEVEL BLEOW NOT IN VIEW A3.31 A3.4 2 A3.3 2 A3.4 1 LAUNDRY 308 INSTALL NEW HEAT N GLO 6000CMOD-IFT. G.C. TO CONFIRM MIN. FRAMING DIMS AND CLEARANCES TO COMBUSTIBLE MATERIALS ARE MET PER APPLIANCE SPEC. G.C. TO USE (E) FLUE REPLACE (E) SWING DOOR TO BALCONY WITH SLIDING DOOR 7' - 7 " V I F 5 1 / 2 " V I F 4' - 1 " V I F 5 1 / 2 " V I F 5 1/2"1' - 10" 86' - 9" VIF 5' - 3" VIF 7' - 10" VIF 9' - 3" VIF 12' - 7" VIF 10' - 1" VIF 14' - 4" VIF 1' - 8" VIF 25' - 9" VIF 52 ' - 3 1 / 2 " V I F 7' - 6 " V I F 3' - 0 " V I F 9' - 0 " V I F 2' - 3 1 / 4 " V I F 22 ' - 0 " V I F 4' - 6 1 / 4 " V I F 4' - 0 " V I F 86' - 9" VIF 5' - 3" VIF 7' - 10" VIF 9' - 3" VIF 12' - 7" VIF 10' - 1" VIF 14' - 4" VIF 1' - 8" VIF 25' - 9" VIF 52 ' - 3 1 / 2 " V I F 7' - 6 " V I F 3' - 0 " V I F 9' - 0 " V I F 2' - 3 1 / 4 " V I F 22 ' - 0 " V I F 4' - 6 1 / 4 " V I F 4' - 0 " V I F G.C. TO ROUTE DRYER VENT OUT OF EXTERIOR WALL. 301 B 301 A 302 B 308 A 1 A4.1 1 A4.1 301 C302 A NEW SLIDING DOOR TO DECK NEW DOUBLE SLIDING DOOR TO DECK FROM BEDROOM NEW METAL RAILING WITH WOOD CAP AT DECK W-1 W-1 W-1 W-1 W-2 W-2 W-2 W-2 W-1 8' - 0"8' - 0" C9 C8 C7 C6 C4C3C2 1' - 9 " CL FLAT ROOF BELOW OUTLINE OF STONE PARAPET WALL 10'-0" SETBACK 10 ' - 0 " S E T B A C K PROPERTY LINE CL NEW EXTERIOR WALL INFILLS PREVIOUS BAY WINDOW. WALL TO ALIGN W/ (E) EXTERIOR WALLS. FLAT ROOF BELOW OUTLINE OF STONE PARAPET WALL 6' - 3 1 / 2 " 5 1 / 2 " 9" NEW WINDOWS ON EAST WALL, RE: ELEVS. SLOPING STONE OVER OUTDOOR KITCHEN 4' - 5" 5 1/2" 6' - 3" 5 1/2" 4' - 5" 1' - 6 1 / 2 " 5 1 / 2 " W-1 NEW STANDING SEAM METAL ROOF OVER FRONT PORCH GUTTER GUTTER EQ EQ CL 5 1 / 2 " 9" 4' - 2 1 / 2 " CL EQ EQ CL wc wc C1 C5 EXISTING WALLS NEW WALLS WALL LEGEND F & M A R C H I T E C T S © C O P Y R I G H T 2 0 1 7 F& M A r c h i t e c t s , L L C PO B o x 6 7 6 2 1 5 K e a r n s R d . S n o w m a s s V i l l a g e , C O 8 1 6 1 5 i n f o @ f a n d m a r c h i t e c t s . c o m 9 7 0 . 9 8 7 . 2 7 0 7 SHEET NO. DRAWING: JOB NO. 12 / 2 0 / 2 0 2 2 1 : 0 9 : 1 6 P M A2.9 22001 PROPOSED THIRD FLOOR PLAN 14 4 0 R E D B U T T E 14 4 0 R E D B U T T E D R I V E AS P E N , C O Issue Date 1/4" = 1'-0" 1 PROPOSED THIRD FLOOR PLAN NORTH ISSUE: DATE: MORATORIUM 04/04/22 PERMIT 04/04/22 DRAFT STREAM MARGIN 11/04/22 DRAFT STREAM MARGIN 12/20/2022 PLAN NOTES 1. ALL EXISTING FLOOR ELEVATIONS ARE TO REMAIN. G.C. TO FIELD VERIFY ALL FLOOR ELEVATIONS PRIOR TO CONSTRUCTION OF NEW STAIRS. 2. REFER TO RCPs FOR CARBON MONOXIDE / SMOKE DETECTOR LOCATIONS. 3. EXISTING PLUMBING, FIXTURES, AND INTERIOR WALLS ARE TO BE REMOVED, TYP. 4. SITE ELEVATION 7726.59' = ARCHITECTURAL MAIN LEVEL T.O. PLY 100'-0". 5. FURNITURE IS SHOWN FOR REFERENCE ONLY, REFER TO INT. FINISH PLANS AND FURNITURE PLANS FOR FINAL FURNITURE LAYOUTS. 6. G.C. TO FIELD VERIFY ALL EXISTING CONDITIONS AND MEASUREMENTS. G.C. TO NOTIFY ARCHITECT OF ANY SITE CONDITIONS THAT DIFFER FROM THE DOCUMENTS FOR COORDINATION WITH DESIGN INTENT. W D UP A3.11 B B A A F F H H I I 3 3 2 2 1 1 4 4 7 7 E E G G D D 5 5 6 6 8 8 C C MAIN BEDROOM 301 GYM 302 OPEN TO GREAT ROOM BELOW HIS CLOSET 303 HER CLOSET 304 MAIN BATHROOM 305 W.C. 306 BALCONY 307 DECK BATH 402 THIRD LEVEL BLEOW LOFT A3.31 A3.4 2 A3.3 2 A3.4 1 HUGO'S BEDROOM BELOW ROOF OF PERGOLA BELOW EDGE OF EXISTING LOFT TO REMAIN EXISTING LOFT OPENING TO REMAIN ROOF OVER SECOND FLOOR BELOW EXISTING ROOFS BELOW 86' - 9" VIF 5' - 3" VIF 7' - 10" VIF 9' - 3" VIF 12' - 7" VIF 10' - 1" VIF 14' - 4" VIF 1' - 8" VIF 25' - 9" VIF 52 ' - 3 1 / 2 " V I F 7' - 6 " V I F 3' - 0 " V I F 9' - 0 " V I F 2' - 3 1 / 4 " V I F 22 ' - 0 " V I F 4' - 6 1 / 4 " V I F 4' - 0 " V I F 86' - 9" VIF 5' - 3" VIF 7' - 10" VIF 9' - 3" VIF 12' - 7" VIF 10' - 1" VIF 14' - 4" VIF 1' - 8" VIF 25' - 9" VIF 52 ' - 3 1 / 2 " V I F 7' - 6 " V I F 3' - 0 " V I F 9' - 0 " V I F 2' - 3 1 / 4 " V I F 22 ' - 0 " V I F 4' - 6 1 / 4 " V I F 4' - 0 " V I F OSCAR'S BEDROOM BELOW 400 A TV BEV. REF. DESK 10 " / 1 2 " 1 A4.1 1 A4.1 W-1 W-2 W-2 DS DS DS SNOW GUARDS BELOW NEW WINDOW WALL, RE: ELEVS. NEW WALL TO ALIGN W/ (E) WALL NEW DOOR TO DECK NEW WINDOWS, TYP. NEW KNEE WALL WHERE DECK EDGE MEETS SLOPING ROOF NEW KNEE WALL WHERE DECK EDGE MEETS SLOPING ROOF C14 C15 402 A RE: INTERIORS FOR BUILT-IN MILLWORK STORAGE DECK METAL RAILING WITH WOOD TOP CAP LOUVERS 6' - 1 1 " 5 1 / 2 " 15 ' - 8 " 5 1 / 2 " 9' - 9 1 / 4 " 6' - 1 1 " 16 ' - 1 1 / 2 " 10 ' - 2 3 / 4 " +/ - 4 ' - 5 1 / 2 " 3 1 / 2 " 3' - 4 " 5 1 / 2 " 7' - 1 1 / 2 " EQ EQ CL W-2 12' - 4"5 1/2"2' - 0" 3 1/2" 3' - 1 1/2" 5 1/2" 5' - 1" 5 1/2" C13 C11C12 EXISTING WALLS NEW WALLS WALL LEGEND F & M A R C H I T E C T S © C O P Y R I G H T 2 0 1 7 F& M A r c h i t e c t s , L L C PO B o x 6 7 6 2 1 5 K e a r n s R d . S n o w m a s s V i l l a g e , C O 8 1 6 1 5 i n f o @ f a n d m a r c h i t e c t s . c o m 9 7 0 . 9 8 7 . 2 7 0 7 SHEET NO. DRAWING: JOB NO. 12 / 2 0 / 2 0 2 2 1 : 0 9 : 2 0 P M A2.10 22001 PROPOSED UPPER THIRD FLOOR PLAN 14 4 0 R E D B U T T E 14 4 0 R E D B U T T E D R I V E AS P E N , C O Issue Date 1/4" = 1'-0" 1 PROPOSED UPPER THIRD FLOOR PLAN NORTH PLAN NOTES 1. ALL EXISTING FLOOR ELEVATIONS ARE TO REMAIN. 2. REFER TO RCPs FOR CARBON MONOXIDE / SMOKE DETECTOR LOCATIONS. 3. EXISTING PLUMBING, FIXTURES, AND INTERIOR WALLS ARE TO REMAIN U.N.O. 4. SITE ELEVATION 7726.59' = ARCHITECTURAL MAIN LEVEL F.F. 100'-0". 5. FURNITURE IS SHOWN FOR REFERENCE ONLY, REFER TO INT. FINISH PLANS AND FURNITURE PLANS FOR FINAL FURNITURE LAYOUTS. 6. G.C. TO FIELD VERIFY ALL EXISTING CONDITIONS AND MEASUREMENTS. G.C. TO NOTIFY ARCHITECT OF ANY SITE CONDITIONS THAT DIFFER FROM THE DOCUMENTS FOR COORDINATION WITH DESIGN INTENT. 7. LOCATION AND FLOOR ELEVATION OF GUEST ROOM ON UPPER THIRD FLOOR TO BE FIELD VERIFIED. ISSUE: DATE: MORATORIUM 04/04/22 PERMIT 04/04/22 DRAFT STREAM MARGIN 11/04/22 DRAFT STREAM MARGIN 12/20/2022 B B A A F F H H I I 3 3 2 2 1 1 4 4 7 7 E E G G D D [No Slope] [No Slope] DECK BELOW PATIO BELOW APPROX. LOCATION OF FIREPLACE FLUE TO REMAIN APPROX. LOCATION OF FIREPLACE FLUE TO REMAIN SLOPING STONE CAP BELOW SLOPING ROOF OVER LOWER LEVEL BELOW SLOPING ROOF OVER SECOND LEVEL BELOW APPROX. LOCATION AND SIZE OF VELUX SKYLIGHTS DASHED LINE REPRESENTS OUTSIDE OF WALL BELOW DASHED LINE REPRESENTS OUTSIDE OF WALL BELOW DS DOWNSPOUT AND GUTTER 5 5 6 6 8 8 NEW TRELLIS WITH OPERABLE LOUVERS DS C C A3.31 A3.4 2 A3.3 2 A3.4 1 APPROX. LOCATION OF RADON MITIGATION PIPE. G.C. TO COORD. LOCATION IN FIELD WITH ARCH. 16' - 0" VIF DASHED LINES REPRESENT EXTERIOR WALLS BELOW 9" / 12"9" / 12" 9" / 1 2 " 9" / 1 2 " 9" / 12" 6" / 1 2 " 3" / 1 2 " 3 1 / 2 " / 1 2 " 10 " / 1 2 " 1 A4.1 1 A4.1 10 " / 1 2 " 4" / 1 2 " 10 " / 1 2 " 9" / 12" 10 " / 1 2 " 6" / 12" 6" / 1 2 " 6" / 12" DOWNSPOUT AND GUTTER DSDS DS DS DS DS SNOW FENCES, TYP. SNOW FENCES, TYP. GUTTER AND DOWN SPOUTS DS DS DECK BELOW 04 NEW STANDING SEAM ZINC ROOF FINISH DASHED LINE REPRESENTS EXTERIOR WALL BELOW GUTTER AND DOWNSPOUT, TYP. NEW STANDING SEAM ZINC ROOF OVER ENTRY PORCH SNOW GUARDS, TYP. DASHED LINES REPRESENT EXTERIOR WALLS BELOW SNOW GUARDS, TYP. DOWNSPOUT AND GUTTER SIDE YARD SETBACK, RE: SURVEY SETBACK 10' - 0" NEW GABLE END ROOF W/ STANDING SEAM ZINC ROOF NEW METAL RAILING WITH WOOD TOP CAP AT DECK EXPANDED DECK. ELEVATION TO ALIGN W/ (E) FLOOR LEVEL NEW SLOPED ROOF W/ STANDING SEAM ZINC FINISH 4" / 1 2 " NEW KNEE WALL WHERE DECK EDGE MEETS SLOPING ROOF NEW KNEE WALL WHERE DECK EDGE MEETS SLOPING ROOF DS DS GUTTER AND DOWNSPOUT BELOW G.C. TO INSTALL WATERPROOF RECEPTACLES AS NEEDED FOR HEAT TAPE G.C. TO INSTALL WATERPROOF RECEPTACLES AS NEEDED FOR HEAT TAPE 2' - 0"2' - 0" 1' - 0 " 86' - 9" VIF 5' - 3" VIF 7' - 10" VIF 9' - 3" VIF 12' - 7" VIF 10' - 1" VIF 14' - 4" VIF 1' - 8" VIF 25' - 9" VIF 52 ' - 3 1 / 2 " V I F 7' - 6 " V I F 3' - 0 " V I F 9' - 0 " V I F 2' - 3 1 / 4 " V I F 22 ' - 0 " V I F 4' - 6 1 / 4 " V I F 4' - 0 " V I F 86' - 9" VIF 5' - 3" VIF 7' - 10" VIF 9' - 3" VIF 12' - 7" VIF 24' - 5" VIF 1' - 8" VIF 25' - 9" VIF 2' - 0"2' - 0"16' - 0" 52 ' - 3 1 / 2 " V I F 7' - 6 " V I F 3' - 0 " V I F 9' - 0 " V I F 2' - 3 1 / 4 " V I F 22 ' - 0 " V I F 4' - 6 1 / 4 " V I F 4' - 0 " V I F 2' - 0 " 2' - 1 1/2"2' - 1 1/2" 4' - 0 " MA T C H ( E ) MA T C H ( E ) 2' - 0" MA T C H ( E ) 2' - 0" 2' - 0 " MATCH (E) 2' - 3"7' - 3"16' - 0"7' - 3" 7' - 4 1 / 2 " EXISTING CEDAR SHAKE ROOF • EXISTING CEDAR SHAKES • REFER TO TYP. ROOF ASSEMBLY DETAILS ROOF LEGEND PROPOSED METAL STANDING SEAM ZINC ROOF • NEW ZINC STANDING SEAM ROOF • REFER TO TYP. ROOF ASSEMBLY DETAILS • EXISTING SHEATHING AND STRUCTURE TO REMAIN WHERE POSSIBLE PROPOSED FLAT TPO ROOF • NEW FLAT ROOF WITH TPO MEMBRANE • REFER TO TYP. ROOF ASSEMBLY DETAILS STONE CAP AT CHIMNEY • EXISTING CHIMNEY CAP TO REMAIN DOWNSPOUTD.S. F & M A R C H I T E C T S © C O P Y R I G H T 2 0 1 7 F& M A r c h i t e c t s , L L C PO B o x 6 7 6 2 1 5 K e a r n s R d . S n o w m a s s V i l l a g e , C O 8 1 6 1 5 i n f o @ f a n d m a r c h i t e c t s . c o m 9 7 0 . 9 8 7 . 2 7 0 7 SHEET NO. DRAWING: JOB NO. 12 / 2 0 / 2 0 2 2 1 : 0 9 : 2 1 P M A2.11 22001 PROPOSED ROOF PLAN 14 4 0 R E D B U T T E 14 4 0 R E D B U T T E D R I V E AS P E N , C O Issue Date 1/4" = 1'-0" 1 PROPOSED ROOF PLAN NORTH ROOF PLAN NOTES 1. ALL EXISTING ROOF SHEATHING AND STRUCTURE TO REMAIN WHERE APPLICABLE AS DETERMINED BY G.C. AND STRUCTURAL ENGINEER. 2. ALL EXISTING CEDAR SHAKES ARE TO BE REPLACED WITH ZINC STANDING SEAM 3. G.C. TO ROUTE RADON MITIGATION VENTING OUT ROOF. LOCATION OF FLUE TO BE IN AREA OF LEAST VISIBILITY. REFER TO A0.5 FOR TYP. RADON MITIGATION DETAILS. 4. HEAT TAPE REQUIRED AT ALL GUTTERS, DOWNSPOUTS, VALLEYS AND CRICKETS. DOWNSPOUT LOCATIONS TO BE V.I.F. 5. ALL GUTTERS, DOWNSPOUTS, SNOWFENCES ETC. FINISHES TO BE APPROVED BY ARCHITECT. 6. REFER TO FLOOR PLANS, ROOF PLAN, AND ELEVATIONS FOR GUTTER AND DOWNSPOUT LOCATIONS. ALL DOWNSPOUTS AND EXPOSED GUTTERS TO BE SQUARE. 7. SNOW FENCE (AND SNOW CLIP) DESIGN BY ROOFING SUBCONTRACTOR AND/OR THIRD PARTY ENGINEER. IF BOLT-IN SNOW FENCES ARE APPROVED, G.C. TO HAVE STRUCTURAL ENGINEER REVIEW DESIGN PRIOR TO FABRICATION AND INSTALLATION. 8. ARCHITECT, G.C., AND ROOFING SUBCONTRACTOR TO MEET PRIOR TO ROOF CONSTRUCTION TO FINALIZE SPECIFICATIONS FOR ROOF PERFORMANCE IN REGARDS TO WATERPROOFING/FINISH ASSEMBLY, SNOW FENCES/GUARDS, HEAT TAPE, GUTTERS + DOWNSPOUTS, WATER FLOW, AND WATER/SNOW MANAGEMENT. 9. G.C. TO INSTALL ELECTRICAL JUNCTION BOXES AS NECESSARY FOR FUTURE HEAT TAPE. 10. G.C. TO INSTALL ANCHOR HOOKS AS NECESSARY FOR ROOF INSTALLATION AND MAINTENANCE. ISSUE: DATE: ROOF PERMIT 02/21/22 MORATORIUM 04/04/22 PERMIT 04/04/22 DRAFT STREAM MARGIN 11/04/22 DRAFT STREAM MARGIN 12/20/2022 T.O. PLY @ MAIN FLOOR 100'-0" T.O. PLY @ THIRD FLOOR 110'-3 1/4" T.O. PLY @ SECOND FLOOR 104'-10" 3 2 147568 (E) ROOF STRUCTURE AND SHEATHING TO REMAIN, TYP. APPROX. LOCATION OF (E) GRADE, RE: SURVEY (E) FP FLUE TO BE REMAIN (E) PERGOLA TO REMAIN 10 ' - 3 1 / 4 " 4' - 1 0 " 5' - 5 1 / 4 " 52' - 3 1/2" 4' - 0"4' - 6 1/4"22' - 0"2' - 3 1/4"9' - 0"3' - 0"7' - 6" T.O. PLY @ MAIN FLOOR 100'-0" T.O. PLY @ THIRD FLOOR 110'-3 1/4" T.O. PLY @ SECOND FLOOR 104'-10" BA F H IEGDC 6" / 1 2 " 10 " / 1 2 " 9" / 1 2 " 10 " / 1 2 " 10 " / 1 2 " 10 " / 1 2 " 10 " / 1 2 " (E) ROOF STRUCTURE AND SHEATHING TO REMAIN, TYP. APPROX. LOCATION OF (E) GRADE, RE: SURVEY ALL (E) WINDOWS TO BE REMOVED, TYP. 86' - 9" 25' - 9"1' - 8"14' - 4"10' - 1"12' - 7"9' - 3"7' - 10"5' - 3" 10 ' - 3 1 / 4 " 5' - 5 1 / 4 " 4' - 1 0 " 01 02 02 (E) GARAGE DOORS TO BE REMOVED AND REPLACED (E) EXTERIOR STAIR TO BE REMOVED ALL (E) WINDOWS TO BE REMOVED, TYP. PERGOLA BEYOND (E) BAY WINDOW (E) H.T. RAILINGS AND COLUMNS UPPER WALL TO BE REMOVED EXISTING CEDAR SHAKE ROOF • EXISTING CEDAR SHAKES TO BE REMOVED • REFER TO TYP. ROOF ASSEMBLY DETAILS • EXISTING SHEATHING AND STRUCTURE TO REMAIN MATERIAL LEGEND EXISTING HORIZONTAL WOOD SIDING • EXISTING WOOD SIDING TO REMAIN, TYP. • REFER TO TYP. WALL ASSEMBLY DETAILS EXISTING STONE SIDING • EXISTING STONE SIDING TO REMAIN, TYP. • REFER TO TYP. WALL ASSEMBLY DETAILS PROPOSED METAL ZINC STANDING SEAM ROOF • EXISTING ROOF SHEATHING TO REMAIN WHERE POSSIBLE • ZINC STANDING SEAM METAL ROOF FINISH • G.C. TO COORDINATE LAYOUT OF ROOF IN FIELD WITH ARCHITECT PRIOR TO INSTALLATION FOR SEAM COORDINATION • REFER TO TYP. WALL ASSEMBLY DETAILS F & M A R C H I T E C T S © C O P Y R I G H T 2 0 1 7 F& M A r c h i t e c t s , L L C PO B o x 6 7 6 2 1 5 K e a r n s R d . S n o w m a s s V i l l a g e , C O 8 1 6 1 5 i n f o @ f a n d m a r c h i t e c t s . c o m 9 7 0 . 9 8 7 . 2 7 0 7 SHEET NO. DRAWING: JOB NO. 12 / 2 0 / 2 0 2 2 1 : 0 9 : 2 9 P M A3.1 22001 EXISTING EXTERIOR ELEVATIONS 14 4 0 R E D B U T T E 14 4 0 R E D B U T T E D R I V E AS P E N , C O Issue Date 1/4" = 1'-0" 1 EXISTING EAST ELEVATION 1/4" = 1'-0" 2 EXISTING SOUTH ELEVATION (STREET FACING) ISSUE: DATE: MORATORIUM 04/04/22 PERMIT 04/04/22 DRAFT STREAM MARGIN 11/04/22 DRAFT STREAM MARGIN 12/20/2022 T.O. PLY @ MAIN FLOOR 100'-0" T.O. PLY @ THIRD FLOOR 110'-3 1/4" T.O. PLY @ SECOND FLOOR 104'-10" 321 4 756 8 EXISTING STAIR TO BE REMOVED EXISTING FLUE TO REMAIN APPROX. LOCATION OF (E) GRADE, RE: SURVEY 9" / 1 2 " 9" / 1 2 " 10 " / 1 2 " 10 " / 1 2 " 10 " / 1 2 " (E) ROOF STRUCTURE AND SHEATHING TO REMAIN, TYP. (E) TIMBER COLUMNS TO BE REMOVED, TYP. (E) GRADE BEYOND 10 " / 1 2 " 7" / 1 2 " 52' - 3 1/2" 7' - 6"3' - 0"9' - 0"2' - 3 1/4"22' - 0"4' - 6 1/4"4' - 0" 4' - 1 0 " 5' - 5 1 / 4 " 10 ' - 3 1 / 4 " 02 01 T.O. PLY @ MAIN FLOOR 100'-0" T.O. PLY @ THIRD FLOOR 110'-3 1/4" T.O. PLY @ SECOND FLOOR 104'-10" B AFHIEGDC (E) FLUE TO BE REMAIN (E) FP FLUE TO REMAIN, TYP. APPROX. LOCATION OF (E) GRADE, RE: SURVEY (E) WINDOWS AND DOORS TO BE REMOVED, TYP.(E) TIMBER COLUMNS TO BE REMOVED, TYP. (E) WINDOWS AND DOOR TO BE REMOVED, TYP. (E) EXTERIOR STAIR TO BE REMOVED 86' - 9" VIF 25' - 9" VIF 1' - 8" VIF 14' - 4" VIF 10' - 1" VIF 12' - 7" VIF 9' - 3" VIF 7' - 10" VIF 5' - 3" VIF EXISTING CEDAR SHAKE ROOF • EXISTING CEDAR SHAKES TO BE REMOVED • REFER TO TYP. ROOF ASSEMBLY DETAILS • EXISTING SHEATHING AND STRUCTURE TO REMAIN MATERIAL LEGEND EXISTING HORIZONTAL WOOD SIDING • EXISTING WOOD SIDING TO REMAIN, TYP. • REFER TO TYP. WALL ASSEMBLY DETAILS EXISTING STONE SIDING • EXISTING STONE SIDING TO REMAIN, TYP. • REFER TO TYP. WALL ASSEMBLY DETAILS PROPOSED METAL ZINC STANDING SEAM ROOF • EXISTING ROOF SHEATHING TO REMAIN WHERE POSSIBLE • ZINC STANDING SEAM METAL ROOF FINISH • G.C. TO COORDINATE LAYOUT OF ROOF IN FIELD WITH ARCHITECT PRIOR TO INSTALLATION FOR SEAM COORDINATION • REFER TO TYP. WALL ASSEMBLY DETAILS F & M A R C H I T E C T S © C O P Y R I G H T 2 0 1 7 F& M A r c h i t e c t s , L L C PO B o x 6 7 6 2 1 5 K e a r n s R d . S n o w m a s s V i l l a g e , C O 8 1 6 1 5 i n f o @ f a n d m a r c h i t e c t s . c o m 9 7 0 . 9 8 7 . 2 7 0 7 SHEET NO. DRAWING: JOB NO. 12 / 2 0 / 2 0 2 2 1 : 0 9 : 3 5 P M A3.2 22001 EXISTING EXTERIOR ELEVATIONS 14 4 0 R E D B U T T E 14 4 0 R E D B U T T E D R I V E AS P E N , C O Issue Date 1/4" = 1'-0" 1 EXISTING WEST ELEVATION 1/4" = 1'-0" 2 EXISTING NORTH ELEVATION (RIVER FACING) ISSUE: DATE: MORATORIUM 04/04/22 PERMIT 04/04/22 DRAFT STREAM MARGIN 11/04/22 DRAFT STREAM MARGIN 12/20/2022 EXISTING CEDAR SHAKE ROOF • EXISTING CEDAR SHAKES TO BE REMOVED • REFER TO TYP. ROOF ASSEMBLY DETAILS • EXISTING SHEATHING AND STRUCTURE TO REMAIN MATERIAL LEGEND EXISTING HORIZONTAL WOOD SIDING • EXISTING WOOD SIDING TO REMAIN, TYP. • REFER TO TYP. WALL ASSEMBLY DETAILS EXISTING STONE SIDING • EXISTING STONE SIDING TO REMAIN, TYP. • REFER TO TYP. WALL ASSEMBLY DETAILS PROPOSED METAL ZINC STANDING SEAM ROOF • EXISTING ROOF SHEATHING TO REMAIN WHERE POSSIBLE • ZINC STANDING SEAM METAL ROOF FINISH • G.C. TO COORDINATE LAYOUT OF ROOF IN FIELD WITH ARCHITECT PRIOR TO INSTALLATION FOR SEAM COORDINATION • REFER TO TYP. WALL ASSEMBLY DETAILS T.O. PLY @ MAIN FLOOR 100'-0" T.O. PLY @ THIRD FLOOR 110'-3 1/4" T.O. PLY @ SECOND FLOOR 104'-10" 3 2 147568 (E) ROOF STRUCTURE AND SHEATHING TO REMAIN, TYP. APPROX. LOCATION OF (E) GRADE, RE: SURVEY NEW WINDOW IN NEW WALL (E) FP FLUE TO BE REMAIN (E) FLUE TO BE REUSED (E) VENT TO REMAIN NEW ZINC ROOF OVER FRONT ENTRY PORCH 02 04 03 02 04 03 A3 C9 02 SNOW GUARDS, TYP. APPLIED 2X TRIM AT WINDOWS, TYP. NEW METAL RAILING WITH WOOD TOP CAP APPLIED 2X TRIM AT WINDOWS, TYP. DECK BEYOND STEP DOWN TO PATIO BEYOND PATIO BEYOND NEW SLOPING STONE OVERHANG W/ OUTDOOR KITCHEN A13 A14 C5 B3 A6 T.O. PLY @ MAIN FLOOR 100'-0" T.O. PLY @ THIRD FLOOR 110'-3 1/4" T.O. PLY @ SECOND FLOOR 104'-10" BA F H IEGDC (E) ROOF STRUCTURE AND SHEATHING TO REMAIN, TYP. APPROX. LOCATION OF GRADE , RE: CIVIL NEW EGRESS WINDOWS FROM BEDROOM E E TRASH AND RECYCLE 1 A4.1 1 A4.1 C1 100 A B2B1 000 A C2 C3 C4 03 04 03 02 04 02 A4 A5A1A2 T.O. SLAB BASEMENT 92'-11 1/4" F & M A R C H I T E C T S © C O P Y R I G H T 2 0 1 7 F& M A r c h i t e c t s , L L C PO B o x 6 7 6 2 1 5 K e a r n s R d . S n o w m a s s V i l l a g e , C O 8 1 6 1 5 i n f o @ f a n d m a r c h i t e c t s . c o m 9 7 0 . 9 8 7 . 2 7 0 7 SHEET NO. DRAWING: JOB NO. 12 / 2 0 / 2 0 2 2 3 : 0 9 : 5 7 P M A3.3 22001 PROPOSED EXTERIOR ELEVATIONS 14 4 0 R E D B U T T E 14 4 0 R E D B U T T E D R I V E AS P E N , C O Issue Date 1/4" = 1'-0" 1 PROPOSED EAST ELEVATION 1/4" = 1'-0" 2 PROPOSED SOUTH ELEVATION (STREET FACING) ISSUE: DATE: MORATORIUM 04/04/22 PERMIT 04/04/22 DRAFT STREAM MARGIN 11/04/22 DRAFT STREAM MARGIN 12/20/2022 E.1.Principle Window EXISTING CEDAR SHAKE ROOF • EXISTING CEDAR SHAKES TO BE REMOVED • REFER TO TYP. ROOF ASSEMBLY DETAILS • EXISTING SHEATHING AND STRUCTURE TO REMAIN MATERIAL LEGEND EXISTING HORIZONTAL WOOD SIDING • EXISTING WOOD SIDING TO REMAIN, TYP. • REFER TO TYP. WALL ASSEMBLY DETAILS EXISTING STONE SIDING • EXISTING STONE SIDING TO REMAIN, TYP. • REFER TO TYP. WALL ASSEMBLY DETAILS PROPOSED METAL ZINC STANDING SEAM ROOF • EXISTING ROOF SHEATHING TO REMAIN WHERE POSSIBLE • ZINC STANDING SEAM METAL ROOF FINISH • G.C. TO COORDINATE LAYOUT OF ROOF IN FIELD WITH ARCHITECT PRIOR TO INSTALLATION FOR SEAM COORDINATION • REFER TO TYP. WALL ASSEMBLY DETAILS T.O. PLY @ MAIN FLOOR 100'-0" T.O. PLY @ THIRD FLOOR 110'-3 1/4" T.O. PLY @ SECOND FLOOR 104'-10" 321 4 756 8 EXISTING FLUE TO REMAIN APPROX. LOCATION OF GRADE NEW METAL RAILING W/ WOOD CAP PROPOSED LOCATION FOR RADON VENT. G.C. TO COORD. LOCATION IN FIELD WITH ARCH. SQUARE TIMBER COLUMN W/ EXPOSED BEAM AND RAFTERS 000 B 400 A C14 C15 52' - 3 1/2" VIF 7' - 6" VIF 3' - 0" VIF 9' - 0" VIF 2' - 3 1/4" VIF 22' - 0" VIF 4' - 6 1/4" VIF 4' - 0" VIF 10 ' - 3 1 / 4 " V I F 4' - 1 0 " V I F 5' - 5 1 / 4 " V I F SQUARE GUTTER AND DOWNSPOUT SNOW FENCE, TYP. 02 ? 02 ? 02 A20 A21 A15 T.O. SLAB BASEMENT 92'-11 1/4" APPROX. LOCATION OF GENERATOR T.O. PLY @ MAIN FLOOR 100'-0" T.O. PLY @ THIRD FLOOR 110'-3 1/4" T.O. PLY @ SECOND FLOOR 104'-10" B AFHIEGDC (E) FP FLUE TO REMAIN, TYP. NEW MULTI-PANEL FOLDING DOOR (E) FLUE TO REMAIN, TYP. APPROX. LOCATION OF (E) GRADE, RE: SURVEY E E PROPOSED RADON VENT LOCATION. G.C. TO COORD LOCATION WITH ARCH. NEW SLIDING DOOR NEW SKYLIGHTS IN (E) FRAMED OPENINGS NEW METAL PERGOLA SHADE STRUCTURE NEW METAL RAILING WITH WOOD TOP CAP 1 A4.1 1 A4.1 105 A A16 301 C 302 A B5 C11 C13 C10 C8C7C6 103 A 04 03 02 A7 A8 A9 A10 A11 A12 C12 B4 A17 A18 A19 A22 T.O. SLAB BASEMENT 92'-11 1/4" F & M A R C H I T E C T S © C O P Y R I G H T 2 0 1 7 F& M A r c h i t e c t s , L L C PO B o x 6 7 6 2 1 5 K e a r n s R d . S n o w m a s s V i l l a g e , C O 8 1 6 1 5 i n f o @ f a n d m a r c h i t e c t s . c o m 9 7 0 . 9 8 7 . 2 7 0 7 SHEET NO. DRAWING: JOB NO. 12 / 2 0 / 2 0 2 2 3 : 1 0 : 0 2 P M A3.4 22001 PROPOSED EXTERIOR ELEVATIONS 14 4 0 R E D B U T T E 14 4 0 R E D B U T T E D R I V E AS P E N , C O Issue Date 1/4" = 1'-0" 1 PROPOSED WEST ELEVATION 1/4" = 1'-0" 2 PROPOSED NORTH ELEVATION (RIVER FACING) ISSUE: DATE: MORATORIUM 04/04/22 PERMIT 04/04/22 DRAFT STREAM MARGIN 11/04/22 DRAFT STREAM MARGIN 12/20/2022 TREE TABLE TREE ID# TREE TYPE TRUNK DIAMETER DRIP LINE RADIUS 1 DECIDUOUS 6" 6' 2 DECIDU❑US 8" 8' 3 EVERGREEN 7" 7' 4 DECIDU❑US 6" 7' 5 DECIDUOUS 7" 7' 6 DECIDUOUS 7" 7' 7 DECIDUOUS 10, 11' 8 DECIDU❑US 9" 8' 9 DECIDU❑US 7" 7' 10 EVERGREEN 16, 13' 11 DECIDUOUS 9" 12' 12 EVERGREEN 11" 9' 13 DECIDU❑US 14' 12' 14 DECIDU❑US 11" 10, 15 DECIDUOUS 13' 10, 16 DECIDUOUS 16, 14' 17 DECIDUOUS 13' 16, 18 DECIDU❑US 7" 8' 19 DECIDU❑US 9" 10, 20 DECIDU❑US 8" 8' 21 DECIDUOUS 9" 10, 22 DECIDUOUS 8" 10, 23 DECIDU❑US 7" 10, 24 DECIDU❑US 9" 10, 25 DECIDU❑US 9" 7' 26 DECIDUOUS 9" 7' 27 EVERGREEN 5" 6' 28 EVERGREEN 17' 15' 29 EVERGREEN 13' 9' 30 EVERGREEN 6" 4' 31 EVERGREEN 6" 6' 32 DECIDUOUS 9" 7' 33 EVERGREEN 5" 6' 34 EVERGREEN 14' 12' 35 EVERGREEN 9" 7' 36 EVERGREEN 15' 10, 37 EVERGREEN 6" 5' 38 EVERGREEN 13' 10, 39 DECIDU❑US 7" 5' 40 DECIDU❑US 9" 9' 41 DECIDUOUS 7" 6' 42 EVERGREEN 15' 12' 43 DECIDUOUS 8" 8' 44 DECIDU❑US 7" 7' 45 DECIDU❑US 7" 7' 46 DECIDUOUS 8" 7' 47 DECIDUOUS 9" 8' 48 DECIDUOUS 9" 13' 49 DECIDU❑US 10, 12' 50 DECIDU❑US 15' 12' 51 DECIDU❑US 11" 15' 52 DECIDUOUS 15' 12' 53 DECIDUOUS 14' 12' 54 EVERGREEN 13' 8' 55 EVERGREEN 13' 13' 56 DECIDU❑US 8" 6' 57 EVERGREEN 14' 14' 58 EVERGREEN 7" 6' 59 EVERGREEN 15' 15' 60 EVERGREEN 8" 8' 61 DECIDU❑US 9" 11' 62 DECIDUOUS 10, 10, 63 DECIDUOUS 10, 12' 64 EVERGREEN 10, 10, 65 EVERGREEN 9" 8' 66 EVERGREEN 8" 10, 67 EVERGREEN 6" 6' 68 DECIDUOUS 7" 7' 69 EVERGREEN 11" 9' 70 EVERGREEN 12' 9' 71 EVERGREEN 14' 13' 72 EVERGREEN 10, 10, 73 DECIDUOUS 8" 10, 74 EVERGREEN 10, 10, 75 EVERGREEN 7" 6' 76 EVERGREEN 6" 6' 77 DECIDUOUS 8" 6' 78 DECIDUOUS 6" 6' 79 EVERGREEN 12" 8' 80 DECIDU❑US 6" 6' VICINITY MAP 11'=400' 81 DECIDUOUS 8" 5' CITY OF ASPEN 82 EVERGREEN 5" 5' 83 EVERGREEN 6" 5' IMPRU VEMEN TS UR VEPLAT84 DECIDU❑US 12" 14' 85 DECIDUOUS 18, 12' 86 EVERGREEN 8" 11' 87 EVERGREEN 11" 11' LOT BLOCK 1 88 EVERGREEN 18" 16' 1 89 DECIDU❑US 18, 18, i 90 EVERGREEN 15" 12' RED BUTTE ,S' UBDI VI,SIION 91 EVERGREEN 17' 14' 92 EVERGREEN 7" 8'1 93 EVERGREEN 8" 8' 94 EVERGREEN 8" 8' PI TKIN COUNTY COL ORAD O 95 DECIDU❑US 7" 7' 96 DECIDUOUS 8" 9' 97 EVERGREEN 7" 7' 98 DECIDU❑US 6" 9' 99 DECIDU❑US 9" 10, 100 EVERGREEN 8" 7' 101 EVERGREEN 18, 14' 102 EVERGREEN 28" 14' 103 EVERGREEN 24" 14' 104 EVERGREEN 9" 8' 105 EVERGREEN 12' 15' 106 DECIDUOUS 26" 20' 107 DECIDUOUS 27" 20' 108 DECIDU❑US 9" 10, 109 DECIDU❑US 26" 20' 110 DECIDU❑US 19, 20' 111 DECIDUOUS 9" 8' 112 DECIDUOUS 26" 26' 113 DECIDU❑US 10" 10, 114 DECIDU❑US 10" 6' 115 EVERGREEN 20' 17' CITY OF ASPEN 116 EVERGREEN 9" 12' GPS MONUMENT #S-159 117 EVERGREEN 27" 18, (7720.88') 118 EVERGREEN 24" 14' 119 DECIDU❑US 10" 12' 120 DECIDU❑US 15' 12' HATCHING DENOTES 121 DECIDUOUS 11" 14' AREA UNDER WATER 122 EVERGREEN 10" 12' (4,301 SF±) 123 DECIDUOUS 11" 24' `S 124 DECIDU❑US 12' 24' R`S° 125 DECIDU❑US 11" 24' CITY OF ASPEN 126 DECIDUOUS 8" 11' GPS MONUMENT #12 127 DECIDUOUS 8" 10, �'0• F 128 DECIDUOUS 14' 12' 129 DECIDU❑US 8" 14' 130 EVERGREEN 22" 18, �- �QJ 131 EVERGREEN 10" 12' F- 132 DECIDUOUS 14' 11' 40'�)„ 133 EVERGREEN 11" 11' 4V ��q � X", 134 EVERGREEN 4" 5' 4�9 cS C 135 EVERGREEN 20' 14' 137 136 DECIDU❑US 16' 20' ALC 3 - - 137 EVERGREEN 16' 10, LS# 2376 135 'p y 138 DECIDUOUS 25" 26' .3'(B) 139 DECIDU❑US 26" 18' P.O.B. 4 3 x PATIO �� F 15.0' \ 140 DECIDU❑US 13" 16, BENCHMARK=7720.50 \ �42 x UTILITY EASEMENT ON 141 EVERGREEN 6" 6' 1%� LA o 119 \ - DITCH BK 2A PG 259 p 142 DECIDUOUS 7" 10' � 21 8 x 143 DECIDUOUS 6" 6' 144 DECIDU❑US 6" 6' 25 123 145 DECIDUOUS 8" 9' i<<�� ) 134 �� 122� x \ \ 5'� 132 �133 �� 130 \\ \� 20.0' LOT 3 \ 76 h� �2"�� >> � �,� ��\ �� Z01V€ AE HOLY CROSS �. 2��18\ LOODWAI EASEMENT ATIO \ w \ 1 0 YE% BK 607 PG 301 75��i 13 1 8 tiN \ q FLO P (NO EVIDENCE) - 1 8.7' n^ 11 \ �\ �120 11 744 1 ATI ti 129 7 v �� 121 \� \� \ 7724 / > 9 p ix \� 114 PATIO e) a113 111 \ \ G \ 1• 15.0' SETBACK <xx 08 \ \ N G \ LOP OF SLOPE, \ \ \ o, \ 1 70 �R \ \ \\ 1 x 1 > \ 109 \ 10 m 2 1 �� 110 \ '% 106 N 1 00 \ P 69 � _ I 0 � � � 7.5' / CONC GS=7722.23' UTILITY EASEMENT 37 On \ ?O \ 105�� DITCH BK 21 PG 259 / \ MULTISTORY OF \\ \ 103 14 3/4" IRON PIPE 4'(B) 031 N`r 3 i 5 SINGLE FAMILY\ �� p S A \\� \\ RESIDENCE 100.0' \ < STREAM SETBACK 40 I >x > \ 7724 3 38 �� 6, DECK / 2g 100 \ \ \ MUDFLOW LINE 0 0 � >>2 43 1 > 9 41 7 \ \\ \ NOTE #9 39 4 I FF 7726.59' 1� I GA BO 9 \ / IRON PIPE GRAVEL v Wq�k 1 ��A �� co 96 \\ 102 (G) / DRIVEWAY i l �� / 1vw 01 3 / s 1 LOT 4 45 \\ �4� �1 / ` 95 92� 9 / �- 8 11 0.706 AC± \ 9 2 / 91 30, 753.360 SF± 6 \\ 46 vvq 0 124 � \ 87 \ N 77 85 89 78 79* 86 54 / 82 84 FLOOD ZONE X -E 56 F> AREA OF 0.2% ANNUAL �4 16 51 551-w ��/ / \\ 81 \-2 CHANCE FLOOD \ 9 15 5R 3 � / 57� 2ro 56 17 \ 3 530 �80� 00 �\\ 13.5' s 0 14 <A 58 /� \ \18 19 60 1 66 d ,� �, �:` I , 23 25 0 'C� % 2 ;'2 I 21 2 20 '/" IRON PIPE / .2'(B) / 63 29*64� / 65--& 7.5' UTILITY EASEMENT 26 __1A&_67vw / DITCH BK 21 PG 259 28 68 LOT 5 SLOPE ANALYSIS - SLOPES 0% < 20% (29,748.36 SF±) - SLOPES 20% < 30% (848 SF±) + + + + + + - SLOPES 30% AND OVER (157 SF±) ❑ 10 20 40 1" = 2 0' NOTES 1) LEGAL DESCRIPTION: LOT 4, BLOCK 1, RED BUTTE SUBDIVISION, ACCORDING TO THE PLAT THEREOF RECORDED IN DITCH BOOK 2A AT PAGE 259 IN THE COUNTY OF PITKIN, STATE OF COLORADO. 2) BASIS OF BEARING: A BEARING OF N51°00'00"E BETWEEN A FOUND 3/4" IRON PIPE AT THE N.W. PROPERTY CORNER AND A FOUND #5 REBAR AND 1%" ALC LS# 2376 AT THE N.E. WITNESS CORNER. BEARINGS BASED ON PLAT OF RED BUTTE SUBDIVISION RECORDED IN DITCH BOOK 2A AT PAGE 259. 3) THIS SURVEY DOES NOT CONSTITUTE A TITLE SEARCH BY THIS SURVEYOR. TITLE INFORMATION RELIED UPON FOR THE PREPARATION OF THIS SURVEY FURNISHED BY TITLE COMPANY OF THE ROCKIES., COMMITMENT NO. 7000911-C7, DATED 10-13-2021. 4) UNIT OF MEASUREMENT FOR THIS SURVEY IS THE U.S. SURVEY FOOT. 5) ELEVATIONS BASED UPON CITY OF ASPEN GPS MONUMENT S-159 (7720.88' NAVD 1988 DATUM). BENCHMARK= 7720.50' AT N.W. WITNESS CORNER. CONTOUR INTERVAL IS 1(ONE) FOOT. 6) ACCORDING TO FIRM MAP 0897CO354E, DATED AUGUST 15, 2019, FLOOD ZONES IMPACTING LOT SHOWN HEREON. 7) CITY OF ASPEN BUILDING RESTRICTIONS: SETBACK RESTRICTIONS: R-30 ZONE DISTRICT REGULATIONS. SIDE YARDS:10.0' REAR YARD:15.0' RES. 5.0' ACCESSORY FRONT YARD:25.0' RES. 30.0' ACCESSORY 8) DISTANCE TO NEAREST INTERSECTING STREET: 250 FEET±. 9) NATURAL HAZARDS AFFECTING THE PROPERTY. MUDFLOW LINE SHOWN HEREON PROVIDED BY CITY OF ASPEN GIS DEPARTMENT. 10) POSTED ADDRESS IS 1440 RED BUTTE DRIVE, ASPEN, CO 81611. 11) UNDERGROUND UTILITIES SHOWN HEREON LOCATED BY OTHERS AND MAY BE APPROXIMATE. 12) SNOW ON GROUND AT TIME OF SURVEY. LEGEND OO INDICATES FOUND MONUMENT AS DESCRIBED. ALC 1�/" ALUMINUM CAP ON #5 REBAR (R) RECORD WELLHEAD (F) FIELD QT TELEPHONE RISER (G) AT GRADE SF SQUARE FEET (B) BELOW GRADE OF UPPER FLOOR EM ELECTRIC METER FF FINISHED FLOOR GM GAS METER GS GARAGE SLAB RO ROOF OVERHANG FENCE LINE DECIDUOUS TREE G BURIED GAS LINE C BURIED COMMUNICATION LINE EVERGREEN TREE E BURIED ELECTRICAL LINE © CABLE RISER W BURIED WATER LINE S BURIED SEWER LINE LINE BEARING DISTANCE L1 N 51 °00 00 E 195.80 L2 S 65°31 48 W 211.07 1 3 N 32°23 09 W 80.08 CURVE IRADIUS IARC LENGTH ICHORD LENGTH CHORD BEARING IDELTA ANGLE C1 303.06 80.86 80.62 N 32°31 43 W 15°1714 SURVEYOR'S CERTIFICATE I, MICHAEL P. LAFFERTY, HEREBY CERTIFY THAT THIS MAP ACCURATELY DEPICTS AN IMPROVEMENT SURVEY PLAT PERFORMED UNDER MY SUPERVISION ON 01/2022 OF THE ABOVE DESCRIBED PARCEL OF LAND. THE LOCATION AND DIMENSIONS OF ALL IMPROVEMENTS, EASEMENTS, RIGHTS -OF -WAY IN EVIDENCE OR KNOWN TO ME AND ENCROACHMENTS BY OR ON THESE PREMISES ARE ACCURATELY SHOWN. ERROR OF CLOSURE IS LESS THAN 1 /15,000. MICHAEL P. LAFFERTY PLS. # 37972 1440 RED BUTTE RESIDENCE 1440 RED BUTTE DRIVE ASPEN, CO, 81611 01/17/2023 STREAM MARGIN APPLICATION ARCHITECT F&M ARCHITECTS LLC 15 KEARNS ROAD SUITE D SNOWMASS VILLAGE, CO, 81615 970.987.2707 FLYNN@FANDMARCHITECTS.COM GENERAL CONTRACTOR JP BUILDERS 231 ROBINSON STREET UNIT 236 BASALT, CO, 81621 970.366.1840 JP@JPBUILDINGCO.COM PLANNERS ASPEN DEVELOPMENT SERVICES, LLC 210 S. GALENA STREET, SUITE 231 ASPEN CO 8161 970.309.7955 CLAUDE SALTER ASPENDEVELOPMENTSERVICES@GMAIL.COM INTERIOR DESIGNER AK DESIGNS, LLC 19 BLUE CREEK TRAIL CARBONDALE, CO, 81623 970.989.8855 AMANDA KURZ AMANDA.KURZ@HOTMAIL.COM LIGHTING DESIGNER WHITE LIGHTING DESIGN, INC. 2383 ORCHARD WAY LAKEWOOD, CO, 80228 303.463.6661 KEVIN WHITE KEVIN@WHITELIGHTINGDESIGN.COM FIRE SUPPRESSION KUBED FIRE SUPPRESSION 19 LINDVIG CT UNIT 202 ASPEN, CO 81611 970.987.3393 JEFF@KUBEDFIRE.COM PLANNERS DESIGN WORKSHOP 120 E. MAIN STREET ASPEN, CO 81611 303.913.3586 JESSICA GARROW JGARROW@DESIGNWORKSHOP.COM CIVIL ENGINEER CRYSTAL RIVER CIVIL 970.404.1144 JAY ENGSTROM JAY@CRYSTALRIVERCIVIL.COM STRUCTURAL ENGINEER EVOLVE STRUCTURAL DESIGN 1040 MAIN STREET CARBONDALE, CO 81623 206.910.7766 STEVE EDMISTON STEVE@EVOLVESTRUCT.COM LANDSCAPE ARCHITECT PINON SAGE LANDSCAPE ARCHITECTS 970.379.0816 CARBONDALE, CO 81623 DEVIN GARDINER DEVIN@PINONSAGE.COM ARCHITECTURAL SYMBOLS SYMBOL LEGEND SPOT ELEVATION NEW CONTOUR EXISTING CONTOUR CENTER LINE HIDDEN LINE SETBACK LINE BREAK LINE PROPERTY LINE DETAIL NUMBER SHEET NUMBER SHEET NUMBER SHEET NUMBER BUILDING SECTION WALL SECTION ROOM NAME ROOM NUMBER REVISIONS KEYNOTE SHEET NUMBER SHEET NUMBER CAST BATTCOMPACTED FILL POROUS FILL UNDISTURBED SOILS CONCRETE BLOCK BRICK STONE GLASS BLOCK STEEL RIGID FINISH WD. FRAMING WD. BLOCKING GLU-LAM PLYWOOD PLAN & SECTION MATERIAL INDICATIONS VICINITY MAP GENERAL NOTES EARTH ROCK CONCRETE MASONRY METAL INSULATION WOOD MATCH LINE PROJECT NORTH TRUE NORTH GROUT, LIGHTWEIGHT CONCRETE ARCHITECTURAL ABBREVIATIONS ZONING & BUILDING CODE INFORMATION SHEET INDEX PROJECT DIRECTORY ALL CONSTRUCTION AND MATERIALS SHALL BE AS SPECIFIED AND IN ACCORDANCE WITH ALL APPLICABLE CODES, ORDINANCES, LAWS, PERMITS, AND THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL CONFINE HIS/HER OPERATIONS ON THE SITE TO AREAS PERMITTED BY THE OWNER. SHOULD A CONFLICT OCCUR IN OR BETWEEN DRAWINGS AND SPECIFICATIONS, THE SPECIFICATIONS SHALL TAKE PRECEDENCE. UNLESS A WRITTEN DECISION FROM THE ARCHITECT HAS BEEN OBTAINED WHICH DESCRIBES A CLARIFICATION OR ALTERNATE METHOD AND/OR MATERIALS. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS BEFORE STARTING WORK. SHOULD A DISCREPANCY APPEAR IN THE CONTRACT DOCUMENTS, OR BETWEEN THE CONTRACT DOCUMENTS AND EXISTING CONDITIONS, NOTIFY THE ARCHITECT AT ONCE FOR INSTRUCTION ON HOW TO PROCEED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE ACCURATE PLACEMENT OF ALL NEW CONSTRUCTION ON THE SITE. THE CONTRACTOR SHALL PROVIDE COMPLETE BUILDING SYSTEMS AND COMPONENTS IN COMPLIANCE WITH MANUFACTURERS' REQUIREMENTS AND RECOMMENDATIONS. ALL SEQUENCING, INTERFACE AND COORDINATION WITH OTHER BUILDING TRADES SHALL BE AS REQUIRED FOR COMPLETE, PROPERLY INSTALLED AND OPERATING SYSTEMS AND/OR BUILDING COMPONENTS, AND SHALL MEET OR EXCEED QUALITY LEVELS OF COMMONLY ACCEPTED CONSTRUCTION PRACTICE AND INDUSTRY STANDARDS. CONTACT ARCHITECT WITH ANY QUESTIONS PRIOR TO STARTING WORK. THE JOB SITE SHALL BE MAINTAINED IN A CLEAN, ORDERLY CONDITION, FREE OF DEBRIS AND LITTER, AND SHALL NOT BE UNREASONABLY ENCUMBERED WITH ANY MATERIALS OR EQUIPMENT. EACH SUB-CONTRACTOR IMMEDIATELY UPON COMPLETION OF EACH PHASE OF HIS/HER WORK SHALL REMOVE ALL TRASH AND DEBRIS AS OF RESULT OF HIS/HER OPERATION. ALL MATERIALS STORED ON THE SITE SHALL BE PROPERLY STACKED AND PROTECTED TO PREVENT DAMAGE AND DETERIORATION. FAILURE TO PROTECT MATERIALS MAY BE CAUSE FOR REJECTION OF WORK. WHERE LARGER STUDS OR FURRING ARE REQUIRED TO COVER PIPING AND CONDUITS, THE LARGER STUD SIZE OR FURRING SHALL EXTEND THE FULL SURFACE OF THE WALL WIDTH AND LENGTH WHERE THE FURRING OCCURS. PROVIDE ALL ACCESS PANELS AS REQUIRED BY GOVERNING CODES TO ALL CONCEALED SPACES, VOIDS, ATTICS, ECT. VERIFY TYPE REQUIRED WITH ARCHITECT PRIOR TO INSTALLATION. THE CONTRACTOR SHALL DO ALL CUTTING, FITTING, OR PATCHING OF HIS/HER WORK THAT MAY BE REQUIRED TO MAKE ITS SEVERAL PARTS FIT TOGETHER PROPERLY AND SHALL NOT ENDANGER ANY OTHER WORK BY CUTTING, EXCAVATING, OR OTHERWISE ALTERING THE TOTAL WORK OR ANY OTHER PART OF IT. ALL PATCHING, REPAIRING AND REPLACING OF MATERIALS AND SURFACES CUT OR DAMAGED IN EXECUTION OF WORK SHALL BE DONE WITH APPLICABLE MATERIALS SO THAT SURFACES REPLACED WILL, UPON COMPLETION, MATCH SURROUNDING SIMILAR SURFACES. CONTRACTOR TO PROVIDE ALL NECESSARY BLOCKING, BACKING, AND FRAMING FOR LIGHT FIXTURES, ELECTRICAL UNITS, A.C. EQUIPMENT, RECESSED ITEMS, AND ALL OTHER ITEMS AS REQUIRED. 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 2015 I.R.C. + 2015 IECC AND ANY REQUIREMENTS BY THE LOCAL BUILDING DEPARTMENT ZONING HEIGHT LIMIT: R-30 25' 25' 10' 5152 SF FRONT YARD SETBACK SIDE YARD SETBACK ALLOWABLE FLOOR AREA AFF BM BS. B.O. ACCOUS ADJ ALT ALUM APPD APPROX ARCH ASAP BRG BET BLK BSMT BTU BLDG CAB CLG CER CLR ABOVE FINISHED FLOOR ADJACENT ALTERNATE ALUMINUM APPROXIMATE APPROVED BEAM BEARING BETWEEN BLOCK BASEMENT BRITISH THERMAL UNIT(S) BOARDBD BOTH SIDES BOTTOM OF BUILDING CABINET CENTER LINE CEILING CERAMIC CLEAR CJ CF DP DW DN DR EA. EW CLO CLOSET D W COL CONC CONT COORD CTR DEPT DTL DIA, DIM DWG ELECT CLOTHES DRYER CLOTHES WASHER COLUMN CONCRETE CONSTRUCTION JOINT CONTINUOUS COORDINATE COUNTER CUBIC FEET DAMPROOFING DEPARTMENT DETAIL DIAMETER DIMENSION DOWN DRAIN DRAWING EACH EACH WAY ELECTRICAL EL EQ F.O. FP FD FT GA GC GL GRD. HD HP HT ID JT ENGR EXG EXP. EXT. FIN FIXT FTG FDN FURN GAL GALV GYP. GWB HDW HVAC HORIZ HWH INCL INFO INSUL ELEVATION ENGINEER EQUAL EXISTING EXPOSED EXTERIOR FACE OF FINISH FIREPROOF FIREPLACEFPL FIXTURE FLOOR FLOOR DRAIN FOOT, FEET FOOTING FOUNDATION FURNISH GALLON GAUGE GALVINIZED GENERAL CONTRACTOR GLASS, GLAZED GRADE GYPSUM GYPSUM WALLBOARD HARDWARE HEAD HORIZONTAL HORSE POWER HOT WATER HEATER HEIGHT INCLUDE (D) (ING) INFORMATION INSIDE DIAMETER INSULATION JOINT INT INTERIOR HEATING, VENTING, AND AIR CONDITIONING LT MO NA OD d QT R RD RM JCT KWH LAV MFR MATL MTL MAX MECH MED JUNCTION KILOWATT HOUR LAVATORY LIGHT MANUFACTURER MATERIAL MASONRY OPENING METAL MAXIMUM MECHANICAL MEDIC (INE) (AL) MIN MISC NOM NIC NTS OPG OC OPP ORN PTN PERF PERFORATE(D) PENNY (NAILS, ECT.) MINIMUM MISCELLANEOUS NOMINAL NOT IN CONTRACT NOT APPLICABLE NOT TO SCALE ON CENTER OPENING OPPOSITE ORNAMENTAL OUTSIDE DIAMETER PARTITION PLT. PLY QTY PLATE PLYWOOD QUARRY TILE QUANTITY RADIUS ROOF DRAIN ROOM RS ROUGH SAWN RW R RO SQ SS TV TO T UG RCB REF. REFR REINF REBAR REQD SHT SHLV SVF SIM STC SPEC SF RESILIENT COVE BASE RETAINING WALL REFER/REFERENCE REFRIGERATOR REINFORCE ( D) REINFORCING BAR (S) REQUIRED RISER ROUGH OPENING SHEET SHEET VINYL FLOORING SHELV (ES) (ING) SIMILAR SOUND-TRANSMISSION CLASS SPECIFICATION SQUARE SQUARE FEET STD STRUCT SUB SUPPL S4S SUSP TEL TEMP T&G T&B TYP TYPICAL STANDARD STRUCTURAL SUBSTITUTE SUPPLEMENT SURFACED FOUR SIDES SUSPEND(ED) TELEPHONE TELEVISION TOP AND BOTTOM TONGUE AND GROOVE TOP OF TREAD V WH WC WP WT W/ WD UNGL UNFIN VIF VERT VCT WWF WDW W/O UNGLAZED UNFINISHED VERIFY IN FIELD VERTICAL VOLT WATER HEATER WATER CLOSET WATERPROOF WEIGHT WELDED WIRE FABRIC WINDOW WITH WITHOUT WOOD ACOUSTICAL ARCHITECT (URAL) BFF BELOW FINISHED FLOOR CL, DISHWASHER LAM LAMINATE (D) OPH OPPOSITE HAND STL STEEL TEMPERED AS SOON AS POSSIBLE FLR STAINLESS STEEL VINYL COMPOSITION TILE U.N.O.UNLESS NOTED OTHERWISE UNDERGROUND ARCHITECT CONTRACTOR ZONING INFORMATION: APPLICABLE CODES: DIMENSIONS: A. ALL DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE OF DRAWINGS. B. ALL DIMENSIONS ARE TO FACE OF STUD or FACE OF CONCRETE U.N.O. C. ALL EXTERIOR STUDS TO BE 2x6 U.N.O. ALL INTERIOR STUDS TO BE 2x4 U.N.O. ALL INTERIOR STUD WALLS & CEILINGS BETWEEN LIVING SPACES SHALL HAVE 3 1/2 " SOUND ATTENUATION BATTS UNLESS THERMAL INSULATION IS CALLED FOR. INTERIOR ELEVATION WINDOW NUMBER F&M ARCHITECTS PO BOX 6762 15 KEARNS RD., STE. D SNOWMASS VILLAGE, CO 81611 P: (970) 987-2707 BUILDING TYPE AND OCCUPANCY: TYPE V / GROUP R3 OCCUPANCY PROVIDE FIRE SPRINKLER PROTECTION THROUGHOUT THE BUILDING AS REQ'D BY CODE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREPARING THE DRAWINGS AND OBTAINING THE PERMITS FOR THE FIRE SPRINKLER SYSTEM. THE FIRE SPRINKLER SYSTEMS SHALL MEET THE REQUIREMENTS OF ALL APPLICABLE CODES AND ORDINANCES. FIRE SPRINKLER PLAN WILL BE SUBMITTED AS ADDITIONAL INFORMATION ONCE THE MASTER PERMIT IS ISSUED. FIRE SPRINKLERS ARE TO BE INSTALLED WITH THIS PERMIT. NO PORTION OF THE WORK REQUIRING A SHOP DRAWING or SAMPLE SUBMISSION SHALL COMMENCE UNTIL THE SUBMISSION HAS BEEN REVIEWED BY THE ARCHITECT. ALL SUCH PORTIONS OF THE WORK SHALL BE IN ACCORDANCE WITH REVIEWED SHOP DRAWINGS AND SAMPLES. SHOP DRAWINGS AND PRODUCT SUBMITTALS ARE REQUIRED FOR ALL SHOP FABRICATED WORK AS WELL AS SPECIFIED PRODUCTS. THIS WORK INCLUDES, BUT NOT BE LIMITED TO, STRUCTURAL and DECORATIVE STEEL, WINDOWS and DOORS, BUILT-IN CABINETRY, HARDWARE, PLUMBING and ELECTRICAL FIXTURES, APPLIANCES AND EXTERIOR & INTERIOR FINISH MATERIALS. EXTERIOR ELEVATION TOP OF PLATE TOP OF FLOOR ELEVATION A8.1 2A8.1 A B C PLAN NTRUE N SITE: 1440 RED BUTTE DRIVE HWY 82 ASPEN CE METERY LANERED BUTTE DR.EL.=98.2 EL.= T.O. PLATE 110'-0" EL.= T.O. PLY. 100'-0" NORTH ??? 234 A 3C / SEE SHEET 1 A2.1 D IBC INTERNATIONAL BUILDING CODE IRC INTERNATIONAL RESIDENTIAL CODE KITCHEN 107 SPRAYED FOAM 0.76 ACRES RE:SURVEYLOT AREA PROJECT INFORMATION LOCATION: 1440 RED BUTTE DRIVE ASPEN, CO LEGAL DESCRIPTION: SUBDIVISION: RED BUTTE BLOCK: 1 LOT: 4 PROJECT DESCRIPTION: NEW ROOF MATERIAL THROUGHOUT, ADDED S.F. UNDERGROUND W/ TDR, ALL NEW WINDOWS AND DOORS, NEW ROOF STRUCTURE AT WEST ELEVATION, LANDSCAPE AND CIVIL GRADING FOR STREAM MARGIN APPLICATION. ROOM NUMBERROOM NUMBER DOOR LETTER CONSTRUCTION ASSEMBLY SHEET NUMBER HWY 82 CEMETERY LANE REFER TO COVER SHEET F & M A R C H I T E C T S © C O P Y R I G H T 2 0 1 7 F& M A r c h i t e c t s , L L C PO B o x 6 7 6 2 1 5 K e a r n s R d . S n o w m a s s V i l l a g e , C O 8 1 6 1 5 i n f o @ f a n d m a r c h i t e c t s . c o m 9 7 0 . 9 8 7 . 2 7 0 7 SHEET NO. DRAWING: JOB NO. 1/ 1 7 / 2 0 2 3 1 2 : 0 8 : 1 4 P M A0.1 22001 GEN. INFORMATION 14 4 0 R E D B U T T E 14 4 0 R E D B U T T E D R I V E AS P E N , C O Issue Date ARCHITECTURAL A1.1 EXISTING + PROPOSED SITE PLAN A1.3 SECOND FLOOR DEMO PLAN A1.4 THIRD FLOOR DEMO PLAN A1.5 UPPER THIRD FLOOR DEMO PLAN A1.6 ROOF DEMO PLAN A2.1 EXISTING MAIN + LOWER FLOOR PLAN A2.2 EXISTING SECOND FLOOR PLAN A2.3 EXISTING THIRD FLOOR PLAN A2.4 EXISTING UPPER THIRD FLOOR PLAN A2.5 EXISTING ROOF PLAN A2.7 PROPOSED MAIN + LOWER FLOOR PLAN A2.8 PROPOSED SECOND FLOOR PLAN A2.9 PROPOSED THIRD FLOOR PLAN A2.10 PROPOSED UPPER THIRD FLOOR PLAN A2.11 PROPOSED ROOF PLAN A3.1 EXISTING EXTERIOR ELEVATIONS A3.2 EXISTING EXTERIOR ELEVATIONS A3.3 PROPOSED EXTERIOR ELEVATIONS A3.4 PROPOSED EXTERIOR ELEVATIONS A3.5 PROPOSED PERSPECTIVES A3.6 EXISTING PERSPECTIVES A4.1 SECTIONS A6.1 ROOF + FLOOR ASSEMBLIES A6.2 WALL ASSEMBLIES A6.3 DETAILS A6.5 AIR SEALING DETAILS A7.1 MAIN LEVEL REFLECTED CEILING PLAN A7.2 SECOND LEVEL REFLECTED CEILING PLAN A7.3 THIRD LEVEL REFLECTED CEILING PLAN A7.4 PROPOSED MAIN LEVEL RCP A7.5 PROPOSED SECOND LEVEL RCP A7.6 PROPOSED THIRD LEVEL RCP A10.1 DOOR & WINDOW SCHEDULES A10.3 WINDOW DETAILS A10.4 DOOR DETAILS A0.1 GEN. INFORMATION A0.2 RADON MITIGATION PLAN Z0.1 EXISTING FLOOR AREA CALCULATIONS Z0.2 PROPOSED FLOOR AREA CALCULATIONS Z0.3 BURIED WALL CALCULATIONS BASEMENT Z0.4 INTERIOR REMODEL PLANS Z0.5 EXISTING MITIGATION AREA PLANS Z0.6 PROPOSED MITIGATION AREA PLANS Z0.7 ROOF DEMOLITION CALCULATIONS Z0.8 WALL DEMO KEY FLOOR PLANS Z0.9 WALL DEMOLITION CALCULATIONS INTERIORS I1.0 KITCHEN 104 I1.1 DINING 105 + PANTRY 106 I1.2 BATH 006 + BEDROOM 007 I1.3 POWDER 101 + BATH 206 I1.4 PROPOSED HUGO'S BATH I1.5 LAUNDRY/MUD + BATH 202 I1.6 BATH 203 I1.7 MASTER BEDROOM + MASTER BATH ISSUE: DATE: ROOF PERMIT 02/21/22 MORATORIUM 04/04/22 PERMIT 04/04/22 DRAFT STREAM MARGIN 11/04/22 F & M A R C H I T E C T S © C O P Y R I G H T 2 0 1 7 F& M A r c h i t e c t s , L L C PO B o x 6 7 6 2 1 5 K e a r n s R d . S n o w m a s s V i l l a g e , C O 8 1 6 1 5 i n f o @ f a n d m a r c h i t e c t s . c o m 9 7 0 . 9 8 7 . 2 7 0 7 SHEET NO. DRAWING: JOB NO. 1/ 1 7 / 2 0 2 3 1 2 : 0 8 : 1 4 P M A0.2 22001 RADON MITIGATION PLAN 14 4 0 R E D B U T T E 14 4 0 R E D B U T T E D R I V E AS P E N , C O Issue Date RADON MITIGATION PLAN ISSUE: DATE: PERMIT 04/04/22 DRAFT STREAM MARGIN 11/04/22 1683 SF MAIN FLOOR AREA 7' - 1 1 / 2 " SEE EXIST. THIRD FLOOR FAR PLAN FOR STAIR AREA. STAIR AREA NOT SHOWN IN THIS VIEW FOR CLARITY. 8' - 1 1/2" 3' - 2 1 / 2 " 1' - 10" 4' - 6 1 / 2 " 8' - 1 1/2" 12 ' - 2 1 / 2 " 7' - 3" 1' - 10 1/2" 2' - 0 " PATIO 270 SF FRONT PORCH PATIO REFER TO SURVEY FOR AT- GRADE PATIO DASHED LINE REPRESENTS ROOF OVERHANG ABOVE STREET FACING FRONT PORCH 815 SF SPLIT-LEVEL AREA PATIO 592 SF GARAGE AREA 27 SF DECK 142 SF DECK PATIO A B A B C DC D C D A D 39 ' - 1 0 1 / 2 " 39 ' - 1 0 1 / 2 " 39' - 7 5/8" 38' - 8" 1235 SF SECOND FLOOR AREA MAIN LEVEL BLEOW NOT IN VIEW SEE EXIST. THIRD FLOOR FAR PLAN FOR STAIR AREA. STAIR AREA NOT SHOWN IN THIS VIEW FOR CLARITY. EDGE OF LOFT DASHED FOR REFERENCE. SEE AREA ON THIRD AREA PLAN. 966 SF THIRD FLOOR AREA 372 SF GUEST ROOM AREA 147 SF DECK 88 SF DECK 42 SF EXEMPT OPEN TO GREAT ROOM BELOW THIS GUEST ROOM IS LOCATED ON THE THIRD FLOOR, BUT ACCESSED VIA THE EXTERIOR STAIR. 51 SF DECK EDGE OF LOFT DASHED FOR REFERENCE. SEE AREA ABOVE. AREA OF LOFT ACCESSED FROM ROOM BELOW 80 SF LOFT FLOOR AREA A 3' - 2 1 / 8 " 9' - 8 " 362.5 s.f. total wall area 11.3 s.f. total buried area 345.9 s.f. exposed wall area 5.3 s.f. total buried area 33' - 2 3/4"4' - 9 1/2" 39' - 8 1/4" 1' - 8" C 8' - 7 1 / 8 " 3' - 2 1 / 8 " 4' - 1 0 1 / 4 " 8' - 0 3 / 8 " 322.5 s.f. total wall area 257.2 s.f. exposed wall area 51.5 s.f. buried wall area 13.8 s.f. buried wall area 2' - 4 1 / 4 " 38' - 8" 4' - 4"12' - 5 1/2"21' - 10 1/2" D 2' - 4 1 / 8 " 1' - 9 1 / 8 " 330.9 s.f. total wall area 71 s.f. total buried area 259.9 s.f. exposed wall area 39' - 10 1/2" 8' - 7 3 / 8 " B 4' - 2 3 / 4 " 5' - 5 " 3' - 2 1 / 8 " 384.6 s.f. total wall area 250.2 s.f. exposed wall area 134.4 s.f. buried wall area 9' - 7 3 / 4 " 39' - 10 1/2" 7' - 4"32' - 6 1/2" FLOOR AREA GARAGE AREA FAR TABULATION____________________________________ __ DECKS EXEMPT AREA SPLIT-LEVEL AREA SUB-GRADE WALL LEGEND_________________________ __ BURIED WALL AREA EXPOSED WALL AREA F & M A R C H I T E C T S © C O P Y R I G H T 2 0 1 7 F& M A r c h i t e c t s , L L C PO B o x 6 7 6 2 1 5 K e a r n s R d . S n o w m a s s V i l l a g e , C O 8 1 6 1 5 i n f o @ f a n d m a r c h i t e c t s . c o m 9 7 0 . 9 8 7 . 2 7 0 7 SHEET NO. DRAWING: JOB NO. 1/ 1 7 / 2 0 2 3 1 2 : 1 0 : 1 1 P M Z0.1 22001 EXISTING FLOOR AREA CALCULATIONS 14 4 0 R E D B U T T E 14 4 0 R E D B U T T E D R I V E AS P E N , C O Issue Date 1/8" = 1'-0" 1 EXISTING MAIN FLOOR FAR PLAN 1/8" = 1'-0" 2 EXISTING SECOND FLOOR FAR PLAN 1/8" = 1'-0" 3 EXISTING THIRD FLOOR FAR PLAN 1/8" = 1'-0" 4 WALL A 1/8" = 1'-0" 5 WALL C 1/8" = 1'-0" 6 WALL D 1/8" = 1'-0" 7 WALL B ISSUE: DATE: ROOF PERMIT 02/21/22 MORATORIUM 04/04/22 PERMIT 04/04/22 STREAM MARGIN 01/17/2023 FLOOR AREA GARAGE AREA FAR TABULATION____________________________________ __ DECKS EXEMPT AREA SPLIT-LEVEL AREA SUB-GRADE WALL LEGEND_________________________ __ BURIED WALL AREA EXPOSED WALL AREA 815 SF SPLIT-LEVEL AREA 1754 SF MAIN FLOOR AREA 623 SF GARAGE AREA 235 SF DECK 189 SF FRONT PORCH A B A B C DC D C D A D REFER TO CIVIL FOR AT-GRADE PATIO DASHED LINE REPRESENTS ROOF OVERHANG ABOVE STREET FACING FRONT PORCH PATIO OVERFRAME 39 ' - 1 0 1 / 2 " 875 SF BASEMENT AREA A1 B1C1 D1 225 SF DECK 39' - 7 5/8" 38' - 8" UNDERGROUND GARAGE SHOWN IN CLOSER PROXIMITY TO MAIN HOUSE FOR CLARITY OF FAR DRAWINGS ONLY. 32 SF EXEMPT STORAGE 1183 SF SECOND FLOOR AREA MAIN LEVEL BLEOW NOT IN VIEW EDGE OF LOFT DASHED FOR REFERENCE. SEE AREA ON THIRD AREA PLAN. 944 SF THIRD FLOOR AREA 166 SF DECK 372 SF UPPER THIRD FLOOR AREA 96 SF DECK SECOND LEVEL BELOW NOT IN VIEW THIS GUEST ROOM IS LOCATED ON THE UPPER THIRD FLOOR AND ACCESSED VIA THE INTERIOR STAIR. AREA OF LOFT ACCESSED FROM ROOM BELOW EDGE OF LOFT DASHED FOR REFERENCE. SEE AREA ABOVE. 40 SF SECOND FLOOR AREA 42 SF EXEMPT F & M A R C H I T E C T S © C O P Y R I G H T 2 0 1 7 F& M A r c h i t e c t s , L L C PO B o x 6 7 6 2 1 5 K e a r n s R d . S n o w m a s s V i l l a g e , C O 8 1 6 1 5 i n f o @ f a n d m a r c h i t e c t s . c o m 9 7 0 . 9 8 7 . 2 7 0 7 SHEET NO. DRAWING: JOB NO. 1/ 1 7 / 2 0 2 3 1 2 : 1 0 : 1 2 P M Z0.2 22001 PROPOSED FLOOR AREA CALCULATIONS 14 4 0 R E D B U T T E 14 4 0 R E D B U T T E D R I V E AS P E N , C O Issue Date 1/8" = 1'-0" 1 PROPOSED MAIN FLOOR AREA PLAN 1/8" = 1'-0" 2 PROPOSED SECOND FLOOR AREA PLAN 1/8" = 1'-0" 3 PROPOSED THIRD FLOOR AREA PLAN ISSUE: DATE: MORATORIUM 04/04/22 PERMIT 04/04/22 DRAFT STREAM MARGIN 12/20/2022 256 s.f. total wall area 47.5 s.f. exposed wall area 218.7 s.f. total wall area 46.1 s.f. exposed wall area8' - 0 " 27' - 4" 218.7 s.f. total wall area 50.4 s.f. exposed wall area 256 s.f. total wall area 118.8 s.f. exposed wall area 10' - 0" 7719.45 8' - 0 " 7727.63 A 362.5 s.f. total wall area 345.9 s.f. exposed wall area 11.3 s.f. total buried area 5.3 s.f. total buried area 9' - 8 " 7' - 3 3 / 4 " 2' - 4 1 / 4 " 33' - 2 3/4"1' - 7 3/8" B 384.6 s.f. total wall area 250.2 s.f. exposed wall area 134.4 s.f. buried wall area 5' - 5 " 3' - 2 1 / 8 " 6' - 5 5 / 8 " 9' - 7 3 / 4 " 4' - 2 3 / 4 " 7' - 4"32' - 6 1/2" 39' - 10 1/2" C 322.5 s.f. total wall area 257.2 s.f. exposed wall area 51.5 s.f. buried wall area 13.8 s.f. buried wall area 38' - 8" 8' - 7 3 / 8 " 3' - 2 1 / 8 " 4' - 4"12' - 5 1/2"21' - 10 1/2" 2' - 4 1 / 4 " D 330.9 s.f. total wall area 259.9 s.f. exposed wall area 71 s.f. total buried area 39' - 10 1/2" 8' - 7 3 / 8 " 2' - 4 1 / 8 " F & M A R C H I T E C T S © C O P Y R I G H T 2 0 1 7 F& M A r c h i t e c t s , L L C PO B o x 6 7 6 2 1 5 K e a r n s R d . S n o w m a s s V i l l a g e , C O 8 1 6 1 5 i n f o @ f a n d m a r c h i t e c t s . c o m 9 7 0 . 9 8 7 . 2 7 0 7 SHEET NO. DRAWING: JOB NO. 1/ 1 7 / 2 0 2 3 1 2 : 1 0 : 1 4 P M Z0.3 22001 BURIED WALL CALCULATIONS BASEMENT 14 4 0 R E D B U T T E 14 4 0 R E D B U T T E D R I V E AS P E N , C O Issue Date ISSUE: DATE: STREAM MARGIN 01/17/2023 1/8" = 1'-0" 1 BASEMENT WALL A1 1/8" = 1'-0" 2 EAST BASEMENT WALL B1 1/8" = 1'-0" 3 BASEMENT WALL C1 1/8" = 1'-0" 4 BASEMENT WALL D1 1/8" = 1'-0" 5 PROPOSED WALL A SUBGRADE 1/8" = 1'-0" 6 PROPOSED WALL B SUBGRADE 1/8" = 1'-0" 7 PROPOSED WALL C SUBGRADE 1/8" = 1'-0" 8 PROPOSED WALL D SUBGRADE 57 SF MAIN LEVEL AREA 13 SF MAIN LEVEL AREA 7 SF SECOND LEVEL AREA MAIN LEVEL BLEOW NOT IN VIEW 98 SF SECOND LEVEL AREA 19 SF SECOND LEVEL AREA 21 SF SECOND LEVEL AREA 21 SF SECOND LEVEL AREA SECOND LEVEL BLEOW NOT IN VIEW 443 SF THIRD LEVEL AREA REMODEL AREA INTERIOR REMODEL LEGEND F & M A R C H I T E C T S © C O P Y R I G H T 2 0 1 7 F& M A r c h i t e c t s , L L C PO B o x 6 7 6 2 1 5 K e a r n s R d . S n o w m a s s V i l l a g e , C O 8 1 6 1 5 i n f o @ f a n d m a r c h i t e c t s . c o m 9 7 0 . 9 8 7 . 2 7 0 7 SHEET NO. DRAWING: JOB NO. 1/ 1 7 / 2 0 2 3 1 2 : 1 0 : 1 7 P M Z0.4 22001 INTERIOR REMODEL PLANS 14 4 0 R E D B U T T E 14 4 0 R E D B U T T E D R I V E AS P E N , C O Issue Date 1/8" = 1'-0" 1 MAIN FLOOR INTERIOR REMODEL PLAN 1/8" = 1'-0" 2 SECOND FLOOR INTERIOR REMODEL PLAN 1/8" = 1'-0" 3 THIRD FLOOR INTERIOR REMODEL PLAN INTERIOR REMODEL AREA: MAIN LEVEL REMODEL AREA: 70 S.F. SECOND LEVEL REMODEL AREA: 7 S.F. THIRD LEVEL REMODEL AREA: 443 S.F. TOTAL PROPOSED REMODEL AREA: 520 S.F. FLOOR AREA: MAIN LEVEL AREA: 3091 S.F. SECOND LEVEL AREA: 1235 S.F. THIRD LEVEL AREA: 1419 S.F. TOTAL AREA: 5745 S.F. TOTAL AREA / 2 = (5745 / 2) = 2872.5 S.F. REMODEL AREA < 50% THEREFORE CIVIL ENGINEERING IS NOT REQUIRED SITE DISTURBANCE: THERE IS NO SITE DISTURBANCE. ISSUE: DATE: PERMIT 04/04/22 STREAM MARGIN 01/17/2023 3090 SF MAIN FLOOR MITIGATION AREA 1235 SF SECOND FLOOR MITIGATION AREA 1421 SF EXISTING THIRD FLOOR MITIGATION AREA MITIGATION AREA MITIGATION AREA LEGEND F & M A R C H I T E C T S © C O P Y R I G H T 2 0 1 7 F& M A r c h i t e c t s , L L C PO B o x 6 7 6 2 1 5 K e a r n s R d . S n o w m a s s V i l l a g e , C O 8 1 6 1 5 i n f o @ f a n d m a r c h i t e c t s . c o m 9 7 0 . 9 8 7 . 2 7 0 7 SHEET NO. DRAWING: JOB NO. 1/ 1 7 / 2 0 2 3 1 2 : 1 0 : 2 0 P M Z0.5 22001 EXISTING MITIGATION AREA PLANS 14 4 0 R E D B U T T E 14 4 0 R E D B U T T E D R I V E AS P E N , C O Issue Date 1/8" = 1'-0" 1 EXISTING MAIN FLOOR MITIGATION PLAN 1/8" = 1'-0" 2 EXISTING SECOND FLOOR MITIGATION PLAN 1/8" = 1'-0" 3 EXISTING THIRD FLOOR MITIGATION PLAN ISSUE: DATE: STREAM MARGIN 01/17/2023 3224 SF PROPOSED MAIN FLOOR MITIGATION AREA 874 SF PROPOSED MAIN FLOOR MITIGATION AREA 1183 SF SECOND FLOOR MITIGATION AREA 1357 SF THIRD FLOOR MITIGATION AREA MITIGATION AREA MITIGATION AREA LEGEND F & M A R C H I T E C T S © C O P Y R I G H T 2 0 1 7 F& M A r c h i t e c t s , L L C PO B o x 6 7 6 2 1 5 K e a r n s R d . S n o w m a s s V i l l a g e , C O 8 1 6 1 5 i n f o @ f a n d m a r c h i t e c t s . c o m 9 7 0 . 9 8 7 . 2 7 0 7 SHEET NO. DRAWING: JOB NO. 1/ 1 7 / 2 0 2 3 1 2 : 1 0 : 2 2 P M Z0.6 22001 PROPOSED MITIGATION AREA PLANS 14 4 0 R E D B U T T E 14 4 0 R E D B U T T E D R I V E AS P E N , C O Issue Date 1/8" = 1'-0" 1 PROPOSED MAIN FLOOR MITIGATION PLAN 1/8" = 1'-0" 2 PROPOSED SECOND FLOOR MITIGATION PLAN 1/8" = 1'-0" 3 PROPOSED THIRD FLOOR MITIGATION PLAN ISSUE: DATE: STREAM MARGIN 01/17/2023 A B C D E E E F A G H I JK L M N O P Q R ST U V W N = 503.3 S.F. M = 674.5 s.f. 6" / 1 2 " 10 " / 1 2 " 3 1 / 2 " / 1 2 " 10 " / 1 2 " 10" / 12" 10" / 12"10" / 12" 10 " / 1 2 " 10" / 12" 7" / 12" 10" / 12" 9" / 12"9" / 12" 9" / 1 2 " 9" / 1 2 " 10" / 12" 10 " / 1 2 " 10" / 12" 9" / 12" 9" / 12" 10 " / 1 2 " 12 " / 1 2 " 9" / 12" 6" / 1 2 " 9" / 12" 10 " / 1 2 " 10" / 12" 10" / 12"9" / 12"9" / 12" 10" / 12" 10" / 12"10" / 12" G G A = 563.6 S.F. B = 301.7 S.F. C = 302.1 S.F. W= 88.8 S.F. D = 77.6 S.F. E= 316.3 S.F. F= 21.6 S.F. I= 359.9 s.f. H= 112.8 s.f. S= 48.1 s.f.T= 48.1 s.f. Q= 13.1 s.f. R=161 s.f. P=115.3 s.f. U= 57.6 s.f. J= 46.3 s.f.K= 107 s.f. O= 302.3 s.f. V= 113.4 s.f.L=149.8 s.f. G=122.4 s.f. I= 49.9 s.f.L= 66.1 s.f. F & M A R C H I T E C T S © C O P Y R I G H T 2 0 1 7 F& M A r c h i t e c t s , L L C PO B o x 6 7 6 2 1 5 K e a r n s R d . S n o w m a s s V i l l a g e , C O 8 1 6 1 5 i n f o @ f a n d m a r c h i t e c t s . c o m 9 7 0 . 9 8 7 . 2 7 0 7 SHEET NO. DRAWING: JOB NO. 1/ 1 7 / 2 0 2 3 1 2 : 1 0 : 2 4 P M Z0.7 22001 ROOF DEMOLITION CALCULATIONS 14 4 0 R E D B U T T E 14 4 0 R E D B U T T E D R I V E AS P E N , C O Issue Date ISSUE: DATE: STREAM MARGIN 01/17/2023 1/8" = 1'-0" 1 EXISTING ROOF PLAN DEMOLITION DIAGRAM B B A A F F H H I I 3 3 2 2 1 1 4 4 7 7 E E G G D D 5 5 6 6 8 8 C C Z0.9 1 Z0.9 2 Z0.95 Z0.9 3 B B A A F F H H I I 3 3 2 2 1 1 4 4 7 7 E E G G D D 5 5 6 6 8 8 C C Z0.9 1 Z0.9 2 Z0.95 Z0.9 3 A3.1 A3.2 A3.2B B A A F F H H I I 3 3 2 2 1 1 4 4 7 7 E E G G D D 5 5 6 6 8 8 C C Z0.9 1 Z0.9 2 Z0.95 Z0.9 3 F & M A R C H I T E C T S © C O P Y R I G H T 2 0 1 7 F& M A r c h i t e c t s , L L C PO B o x 6 7 6 2 1 5 K e a r n s R d . S n o w m a s s V i l l a g e , C O 8 1 6 1 5 i n f o @ f a n d m a r c h i t e c t s . c o m 9 7 0 . 9 8 7 . 2 7 0 7 SHEET NO. DRAWING: JOB NO. 1/ 1 7 / 2 0 2 3 1 2 : 1 0 : 2 9 P M Z0.8 22001 WALL DEMO KEY FLOOR PLANS 14 4 0 R E D B U T T E 14 4 0 R E D B U T T E D R I V E AS P E N , C O Issue Date ISSUE: DATE: STREAM MARGIN 01/17/2023 1/8" = 1'-0" 1 EXISTING MAIN FLOOR WALL DEMO KEY PLAN 1/8" = 1'-0" EXISTING SECOND FLOOR WALL DEMO KEY PLAN 1/8" = 1'-0" 3 EXISTING THIRD FLOOR WALL DEMO KEY PLAN T.O. PLY @ MAIN FLOOR 100'-0" T.O. PLY @ THIRD FLOOR 110'-3 7/8" T.O. PLY @ SECOND FLOOR 104'-10 1/4" 321 4 756 8 647 s.f. 43 s.f. 43 s.f. 108.7 s.f. 15 s.f. fenestration 15 s.f. fenestration 20 s.f. fenestration 35 s.f. (beyond) 56.5 s.f. 76.5 s.f. 21.3 s.f. 44.6 s.f. (beyond) 85.6 s.f. 24.2 s.f. 10.4 s.f. 10.4 s.f. T.O. SLAB BASEMENT 92'-11 1/4" T.O. PLY @ UPPER THIRD FLOOR 113'-5 5/8" T.O. PLY @ LOWER MAIN FLOOR 95'-9 1/4" T.O. PLY @ MAIN FLOOR 100'-0" T.O. PLY @ THIRD FLOOR 110'-3 7/8" T.O. PLY @ SECOND FLOOR 104'-10 1/4" BA F H IEGDC 14.7 s.f. 6.1 s.f. fenestration 6.1 s.f. fenestration 14.7 s.f.14.7 s.f.14.7 s.f. 6.1 s.f. fenestration 6.1 s.f. fenestration6 s.f. 29.4 s.f. 24 s.f. fenestration 24 s.f. fenestration 29.4 s.f.10.7 s.f.6.9 s.f. 65.7 s.f. fenestration 65.7 s.f. fenestration 647 s.f. 21.4 s.f. fenestration 21 s.f. fenestration 24 s.f. fenestration 6.1 s.f. fenestration 6.1 s.f. fenestration 6.2 s.f. fenestration 22.1 s.f. 14 s.f.14 s.f.34 s.f. 5.7 s.f.5.7 s.f. 8.6 s.f.8.6 s.f. 8.6 s.f.8.6 s.f. 90.6 s.f. 51.3 s.f. 15.9 s.f. 3.5 s.f. 3.5 s.f. 70.6 s.f. 10 s.f. fenestration 10 s.f. fenestration 10 s.f. fenestration 41.2 s.f. 49 s.f. (stone wall in oblique view shown in planar elevation) 230.8 s.f. (stone wall in oblique view shown in planar elevation) 16 s.f. 16 s.f. 16 s.f. 16 s.f. 11.7 s.f.9.2 s.f. T.O. SLAB BASEMENT 92'-11 1/4" T.O. PLY @ UPPER THIRD FLOOR 113'-5 5/8" T.O. PLY @ LOWER MAIN FLOOR 95'-9 1/4" T.O. PLY @ MAIN FLOOR 100'-0" T.O. PLY @ THIRD FLOOR 110'-3 7/8" T.O. PLY @ SECOND FLOOR 104'-10 1/4" 3 2 147568 REFER TO SOUTH ELEVATION REFER TO NORTH ELEVATION FOR STONE WALL REFER TO NORTH ELEVATION 23.9 s.f. fenestration 201.3 s.f. 35.4 s.f.21.3 s.f. fenestration 16 s.f. fenestration 24 s.f. fenestration 350.9 s.f. 6 s.f. fenestration 12 s.f. fenestration 6 s.f. fenestration 9.8 s.f. fenestration 9.8 s.f. fenestration 19.5 s.f. fenestration 15.7 s.f. fenestration 4.9 s.f. fenestration 4.9 s.f. fenestration 162.7 s.f. 35.4 s.f. 27.3 s.f. 32.3 s.f. (stone wall in oblique view shown in planar elevation) 32.3 s.f. (stone wall in oblique view shown in planar elevation) 46.6 s.f. (stone wall out of view shown in planar elevation) 46.6 s.f. (stone wall out of view shown in planar elevation) 7.4 s.f. 7.5 s.f. 7.5 s.f. 15 s.f. T.O. PLY @ UPPER THIRD FLOOR 113'-5 5/8" T.O. PLY @ LOWER MAIN FLOOR 95'-9 1/4" T.O. PLY @ MAIN FLOOR 100'-0" T.O. PLY @ THIRD FLOOR 110'-3 7/8" T.O. PLY @ SECOND FLOOR 104'-10 1/4" B AFHIEGDC 77 s.f. 16 s.f. 13.3 s.f. 10 s.f. fenestration 10 s.f. fenestration 10 s.f. fenestration 11.6 s.f.11.6 s.f. 32.8 s.f. 23.4 s.f. 128 s.f. fenestration 39.4 s.f. 158 s.f. 10.5 s.f.10.5 s.f. 49.4 s.f. fenestration 49.4 s.f. fenestration 47.8 s.f. fenestration 11.3 s.f. fenestration 11.3 s.f. fenestration 4 s.f. fenestration 22.5 s.f. 96.6 s.f. 17.8 s.f. fenestration 60.2 s.f. 8.74 s.f. fenestration 12.8 s.f. 8.8 s.f. 43.1 s.f. 30 s.f. fenestration 19.5 s.f. 6.3 s.f. fenestration 7.4 s.f. 8.2 s.f. fenestration 24.7 s.f. fenestration 24.7 s.f. fenestration 20 s.f. fenestration 20 s.f. fenestration 590.5 s.f. 48 s.f. (stone wall in oblique view shown in planar elevation) 230.8 s.f. (stone wall in oblique view shown in planar elevation) 18.5 s.f. wall out of view 13.1 s.f. 4.2 s.f.18.7 s.f. fenestration 18 s.f. fenestration 32 s.f. fenestration 21.9 s.f.21.9 s.f. 18.7 s.f. 55.4 s.f. 6.9 s.f. 6.9 s.f. 29.8 s.f. 22.1 s.f. T.O. SLAB BASEMENT 92'-11 1/4" T.O. PLY @ UPPER THIRD FLOOR 113'-5 5/8" T.O. PLY @ LOWER MAIN FLOOR 95'-9 1/4" F & M A R C H I T E C T S © C O P Y R I G H T 2 0 1 7 F& M A r c h i t e c t s , L L C PO B o x 6 7 6 2 1 5 K e a r n s R d . S n o w m a s s V i l l a g e , C O 8 1 6 1 5 i n f o @ f a n d m a r c h i t e c t s . c o m 9 7 0 . 9 8 7 . 2 7 0 7 SHEET NO. DRAWING: JOB NO. 1/ 1 7 / 2 0 2 3 1 2 : 1 0 : 3 3 P M Z0.9 22001 WALL DEMOLITION CALCULATIONS 14 4 0 R E D B U T T E 14 4 0 R E D B U T T E D R I V E AS P E N , C O Issue Date ISSUE: DATE: STREAM MARGIN 01/17/2023 1/8" = 1'-0" 1 WEST WALL DEMO ELEVATION 1/8" = 1'-0" 2 NORTH WALL DEMO ELEVATION 1/8" = 1'-0" 5 EAST WALL DEMO ELEVATION 1/8" = 1'-0" 3 SOUTH WALL DEMO ELEVATION S S S S S S S S G G G G G G C CC C CC C C CC C CC E E E E E EE E E E E E E E W W W W W W W C T W x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x PATIO DS DS PROPERTY LINE 7.5' UTILITY EASEMENT PR O P E R T Y L I N E PR O P E R T Y L I N E PR O P E R T Y L I N E P R O PE R T Y LIN E PROPERTY LINE PROPERTY LINE PROPERTY LINE PROPERTY LINE 100'-0" STREAM SETBACK PATIO 7.5' UTILITY EASEMENT 7. 5 ' U T I L I T Y E A S E M E N T MEAN HIGH WATER LINE ROARING FORK RIVER EXISTING TREES, RE: SURVEY AND LANDSCAPE FOR TREES TO REMAIN NEW FRONT ENTRY PATH, RE: LANDSCAPE LOT 4 1440 RED BUTTE DR +/-0.706 ACRES SHED MEAN HIGH WATER LINE PROPOSED NEW PERGOLA SHADE STRUCTURE 10'-0" SETBACK 10'-0" SETBACK 10 ' - 0 " S E T B A C K 10 ' - 0 " S E T B A C K PROPERTY LINE 25'-0" SETBACK 25' - 0" GREEN ROOF OVER SUBGRADE SPACE 7'-6" UTILITY EASEMENT EDGE OF LANDSCAPE, RE: LANDSCAPE SNOWMELTED PATIO NEW PLANTING AT FRONT ENTRY PATHWAY, RE: LANDSCAPE NEW PLANTINGS, RE: LANDSCAPE TRENCH DRAIN, RE: CIVIL NEW PAVERS FOR FOOTPATH RE: LANDSCAPE 7727 7726 7726 7726 7721 7720 7723 7724 7724 7723 7722 7721 7720 7719 7716 7717 7718 7719 7720 7721 7722 TOP OF SLOPE (RED), RE: SURVEY NEW STANDING SEAM ZINC ROOF FINISH, TYP. 15' TOP OF SLOPE SETBACK, (RED) RE: SURVEY RE: SURVEY FLOOD ZONE "X" 7721 7722 7723 7724 7725 7728 7727 CONCRETE SITE WALL AT DRIVEWAY, RE: CIVIL CAR PARKING LOCATION PERVIOUS PAVERS DRIVEWAY, RE: CIVIL SPA, RE: LANDSCAPE AT GRADE PATIO, RE: LANDSCAPE TRANSITION FROM PATIO TO GRADE GENERATOR, RE: MAIN FLOOR PLAN APPROX. LOCATION OF FIRE SUPPRESSION TANK PATIO DS DS GRAVEL DRIVEWAY PROPERTY LINE PR O P E R T Y L I N E PR O P E R T Y L I N E PR O P E R T Y L I N E P R O PE R T Y LIN E PROPERTY LINE PROPERTY LINE PROPERTY LINE PROPERTY LINE PATIO SPA 100'-0" STREAM SETBACK PATIO PATIO 7.5' UTILITY EASEMENT MEAN HIGH WATER LINE ROARING FORK RIVER PATIO ROCK WALL EXISTING TREES, RE: SURVEY ROCK WALL ENTRY PATH LOT 4 1440 RED BUTTE DR +/-0.706 ACRES SHED ROCK WALL MEAN HIGH WATER LINE 7.5' UTILITY EASEMENT 7. 5 ' U T I L I T Y E A S E M E N T 10'-0" SETBACK 10 ' - 0 " S E T B A C K PROPERTY LINE 25'-0" SETBACK 7'-6" UTILITY EASEMENT 7727 7726 7726 7726 7723 7724 7725 7723 7724 7724 7723 7722 7721 7720 7719 7716 7717 7718 7719 7720 7721 7722 7724 RE: SURVEY FLOOD ZONE X 15' TOP OF SLOPE SETBACK (RED) RE: SURVEY TOP OF SLOPE (RED) RE: SURVEY F & M A R C H I T E C T S © C O P Y R I G H T 2 0 1 7 F& M A r c h i t e c t s , L L C PO B o x 6 7 6 2 1 5 K e a r n s R d . S n o w m a s s V i l l a g e , C O 8 1 6 1 5 i n f o @ f a n d m a r c h i t e c t s . c o m 9 7 0 . 9 8 7 . 2 7 0 7 SHEET NO. DRAWING: JOB NO. 1/ 1 7 / 2 0 2 3 1 2 : 0 8 : 2 1 P M A1.1 22001 EXISTING + PROPOSED SITE PLAN 14 4 0 R E D B U T T E 14 4 0 R E D B U T T E D R I V E AS P E N , C O Issue Date NORTH SITE PLAN NOTES 1. REFER TO SURVEY FOR ACCURATE EXISTING CONDITIONS INCLUDING TOPOGRAPHY, (E) UTILITIES AND VEGETATION. 2. ALL EXISTING EXTERIOR WALLS ARE TO REMAIN. REFER TO ROOF PLANS FOR ROOF SLOPE AND ROOF DESIGN. 3. ALL EXISTING PATIOS, HARDSCAPE AND PATHS, AND VEGETATION ARE TO REMAIN, TYP. 4. EXISTING CONTOURS ARE SHOWN FOR ILLUSTRATIVE PURPOSES ONLY. 5. ARCHITECTURAL SITE PLAN USED TO LOCATE RESIDENCE ONLY. ALL OTHER INFORMATION SHOWN FOR ILLUSTRATIVE PURPOSES ONLY. 1/16" = 1'-0" 2 PROPOSED SITE PLAN 1/16" = 1'-0" 1 EXISTING SITE PLAN. NORTH ISSUE: DATE: ROOF PERMIT 02/21/22 MORATORIUM 04/04/22 PERMIT 04/04/22 DRAFT STREAM MARGIN 11/04/22 STREAM MARGIN 01/17/2023 UP B B A A F F H H I I 3 3 2 2 1 1 4 4 7 7 E E G G D D 5 5 6 6 8 8 C C DN UP UP DN DN UP FOYER 100 SITTING ROOM 102 GREAT ROOM 103 KITCHEN 104 DINING ROOM 105 POWDER 101 LAUNDRY 003 MUDROOM 002 STORAGE GARAGE 001 BATHROOM 006 GUEST ROOM 005 FAMILY ROOM 004 PANTRY 106 WATER HWH HWH F W D REF. REF. EL. MAIN FLOOR = 100'-0" A.F.F. V.I.F. 99'-0" A.F.F. V.I.F. EL. GARAGE = 95'-9 1/4" A.F.F. V.I.F. EL. = 95'-9 1/4" A.F.F. V.I.F. EL. MAIN FLOOR = 100'-0" A.F.F. V.I.F. 99'-0" A.F.F. V.I.F. 95'-2 1/4" A.F.F. V.I.F. DN PATIO PATIO (E) TIMBER RAILINGS AND BALUSTERS TO BE REMOVED (E) EXTERIOR STAIR TO BE REMOVED 86' - 9" VIF 5' - 3" VIF 7' - 10" VIF 9' - 3" VIF 12' - 7" VIF 10' - 1" VIF 14' - 4" VIF 1' - 8" VIF 25' - 9" VIF 52 ' - 3 1 / 2 " V I F 7' - 6 " V I F 3' - 0 " V I F 9' - 0 " V I F 2' - 3 1 / 4 " V I F 22 ' - 0 " V I F 4' - 6 1 / 4 " V I F 4' - 0 " V I F 86' - 9" VIF 5' - 3" VIF 7' - 10" VIF 9' - 3" VIF 12' - 7" VIF 10' - 1" VIF 14' - 4" VIF 1' - 8" VIF 25' - 9" VIF 52 ' - 3 1 / 2 " V I F 7' - 6 " V I F 3' - 0 " V I F 9' - 0 " V I F 2' - 3 1 / 4 " V I F 22 ' - 0 " V I F 4' - 6 1 / 4 " V I F 4' - 0 " V I F INTERIOR CLOSET WALLS TO BE REMOVED INTERIOR PANTRY WALLS TO BE REMOVED INTERIOR HALF WALL TO BE REMOVED (E) WALL WITH DOORS AND WINDOWS TO BE REMOVED (E) WINDOWS TO BE REMOVED (E) BAY WINDOWS AND WALLS TO BE REMOVED (E) TIMBER RAILINGS AND BALUSTERS TO BE REMOVED (E) FRONT DOOR TO BE REMOVED (E) H.T. COLUMNS TO BE REMOVED, TYP. (E) APPLIED TIMBER COLUMNS TO BE REMOVED, TYP. (E) WINDOWS TO BE REMOVED, TYP. (E) WINDOWS TO BE REMOVED, TYP. (E) STAIR TO BE REMOVED EXISTING WALLS, APPLIANCES, FIXTURES TO REMAIN DEMOLITION LEGEND EXISTING WALLS, APPLIANCES, FIXTURES TO BE REMOVED EXISTING ROOF TO BE REMOVED F & M A R C H I T E C T S © C O P Y R I G H T 2 0 1 7 F& M A r c h i t e c t s , L L C PO B o x 6 7 6 2 1 5 K e a r n s R d . S n o w m a s s V i l l a g e , C O 8 1 6 1 5 i n f o @ f a n d m a r c h i t e c t s . c o m 9 7 0 . 9 8 7 . 2 7 0 7 SHEET NO. DRAWING: JOB NO. 1/ 1 7 / 2 0 2 3 1 2 : 0 8 : 2 2 P M A1.2 22001 MAIN FLOOR DEMO PLAN 14 4 0 R E D B U T T E 14 4 0 R E D B U T T E D R I V E AS P E N , C O Issue Date 1/4" = 1'-0" 1 _MAIN FLOOR DEMO PLAN NORTH DEMOLITION PLAN NOTES 1. ALL EXISTING FLOOR ELEVATIONS ARE TO REMAIN. 2. ALL EXISTING WINDOWS AND DOORS ARE TO BE REMOVED, TYP. 3. G.C. TO FIELD VERIFY ALL EXISTING CONDITIONS AND MEASUREMENTS. G.C. TO NOTIFY ARCHITECT OF ANY SITE CONDITIONS THAT DIFFER FROM THE DOCUMENTS FOR COORDINATION WITH DESIGN INTENT. 4. ALL APPLIANCES, PLUMBING FIXTURES, AND FINISHES TO BE REMOVED, TYP. ISSUE: DATE: DRAFT STREAM MARGIN 11/04/22 STREAM MARGIN 01/17/2023 B B A A F F H H I I 3 3 2 2 1 1 4 4 7 7 E E G G D D 5 5 6 6 8 8 C C DN UP UP DN OSCAR'S BEDROOM 204 HUGO'S BEDROOM 205 HUGO'S BATHROOM 206 MILO'S BEDROOM 201 MILO'S BATHROOM 202 OSCAR'S BATHROOM 203 HALL 200 MAIN LEVEL BLEOW NOT IN VIEW 4'-10 1/4" A.F.F. V.I.F. 86' - 9" VIF 5' - 3" VIF 7' - 10" VIF 9' - 3" VIF 12' - 7" VIF 10' - 1" VIF 14' - 4" VIF 1' - 8" VIF 25' - 9" VIF 52 ' - 3 1 / 2 " V I F 7' - 6 " V I F 3' - 0 " V I F 9' - 0 " V I F 2' - 3 1 / 4 " V I F 22 ' - 0 " V I F 4' - 6 1 / 4 " V I F 4' - 0 " V I F 86' - 9" VIF 5' - 3" VIF 7' - 10" VIF 9' - 3" VIF 12' - 7" VIF 10' - 1" VIF 14' - 4" VIF 1' - 8" VIF 25' - 9" VIF 52 ' - 3 1 / 2 " V I F 7' - 6 " V I F 3' - 0 " V I F 9' - 0 " V I F 2' - 3 1 / 4 " V I F 22 ' - 0 " V I F 4' - 6 1 / 4 " V I F 4' - 0 " V I F PERGOLA ROOF TO BE REMOVED (E) EXTERIOR STAIR TO BE REMOVED (E) BAY WINDOWS TO BE REMOVED (E) WINDOWS TO BE REMOVED, TYP. (E) BAY WINDOW TO BE REMOVED SHED ROOF TO BE REMOVED SHED ROOF TO BE REMOVED (E) PLUMBING FIXTURES TO BE REMOVED, TYP. (E) ROOF TO BE REMOVED (E) ROOF TO BE REMOVED (E) H.T. BEAMS AT DECK TO BE REMOVED (E) ENTRY ROOF TO BE REMOVED EXISTING WALLS, APPLIANCES, FIXTURES TO REMAIN DEMOLITION LEGEND EXISTING WALLS, APPLIANCES, FIXTURES TO BE REMOVED EXISTING ROOF TO BE REMOVED F & M A R C H I T E C T S © C O P Y R I G H T 2 0 1 7 F& M A r c h i t e c t s , L L C PO B o x 6 7 6 2 1 5 K e a r n s R d . S n o w m a s s V i l l a g e , C O 8 1 6 1 5 i n f o @ f a n d m a r c h i t e c t s . c o m 9 7 0 . 9 8 7 . 2 7 0 7 SHEET NO. DRAWING: JOB NO. 1/ 1 7 / 2 0 2 3 1 2 : 0 8 : 2 4 P M A1.3 22001 SECOND FLOOR DEMO PLAN 14 4 0 R E D B U T T E 14 4 0 R E D B U T T E D R I V E AS P E N , C O Issue Date 1/4" = 1'-0" 1 _SECOND FLOOR DEMO PLAN NORTH ISSUE: DATE: DRAFT STREAM MARGIN 11/04/22 STREAM MARGIN 01/17/2023 DEMOLITION PLAN NOTES 1. ALL EXISTING FLOOR ELEVATIONS ARE TO REMAIN. 2. ALL EXISTING WINDOWS AND DOORS ARE TO BE REMOVED, TYP. 3. G.C. TO FIELD VERIFY ALL EXISTING CONDITIONS AND MEASUREMENTS. G.C. TO NOTIFY ARCHITECT OF ANY SITE CONDITIONS THAT DIFFER FROM THE DOCUMENTS FOR COORDINATION WITH DESIGN INTENT. 4. ALL APPLIANCES, PLUMBING FIXTURES, AND FINISHES TO BE REMOVED, TYP. B B A A F F H H I I 3 3 2 2 1 1 4 4 7 7 E E G G D D 5 5 6 6 8 8 C C ROOF OF PERGOLA TO BE REMOVED MAIN BEDROOM 301 GYM 302 OPEN TO GREAT ROOM BELOW HIS CLOSET 303 HER CLOSET 304 MAIN BATHROOM 305 W.C. 306 BALCONY 307 DN DECK EL. THIRD FLOOR - 10'-3 7/8" A.F.F. V.I.F. SECOND LEVEL BLEOW NOT IN VIEW (E) TIMBER RAILINGS AND BALUSTERS TO BE REMOVED EXISTING FIREPLACE TO BE REPLACED WITH NEW GAS APPLIANCE F.P. DN 86' - 9" VIF 5' - 3" VIF 7' - 10" VIF 9' - 3" VIF 12' - 7" VIF 10' - 1" VIF 14' - 4" VIF 1' - 8" VIF 25' - 9" VIF 52 ' - 3 1 / 2 " V I F 7' - 6 " V I F 3' - 0 " V I F 9' - 0 " V I F 2' - 3 1 / 4 " V I F 22 ' - 0 " V I F 4' - 6 1 / 4 " V I F 4' - 0 " V I F 86' - 9" VIF 5' - 3" VIF 7' - 10" VIF 9' - 3" VIF 12' - 7" VIF 10' - 1" VIF 14' - 4" VIF 1' - 8" VIF 25' - 9" VIF 52 ' - 3 1 / 2 " V I F 7' - 6 " V I F 3' - 0 " V I F 9' - 0 " V I F 2' - 3 1 / 4 " V I F 22 ' - 0 " V I F 4' - 6 1 / 4 " V I F 4' - 0 " V I F ROOF OVER PORCH TO BE REMOVED (E) BAY WINDOW TO BE REMOVED (E) WINDOWS TO BE REMOVED, TYP. (E) WINDOWS TO BE REMOVED, TYP. (E) PLUMBING AND FIXTURES TO BE REMOVED, TYP. (E) STAIR TO BE REMOVED EXISTING WALLS, APPLIANCES, FIXTURES TO REMAIN DEMOLITION LEGEND EXISTING WALLS, APPLIANCES, FIXTURES TO BE REMOVED EXISTING ROOF TO BE REMOVED F & M A R C H I T E C T S © C O P Y R I G H T 2 0 1 7 F& M A r c h i t e c t s , L L C PO B o x 6 7 6 2 1 5 K e a r n s R d . S n o w m a s s V i l l a g e , C O 8 1 6 1 5 i n f o @ f a n d m a r c h i t e c t s . c o m 9 7 0 . 9 8 7 . 2 7 0 7 SHEET NO. DRAWING: JOB NO. 1/ 1 7 / 2 0 2 3 1 2 : 0 8 : 2 6 P M A1.4 22001 THIRD FLOOR DEMO PLAN 14 4 0 R E D B U T T E 14 4 0 R E D B U T T E D R I V E AS P E N , C O Issue Date ISSUE: DATE: DRAFT STREAM MARGIN 11/04/22 STREAM MARGIN 01/17/2023 1/4" = 1'-0" 1 _THIRD FLOOR DEMO PLAN NORTH DEMOLITION PLAN NOTES 1. ALL EXISTING FLOOR ELEVATIONS ARE TO REMAIN. 2. ALL EXISTING WINDOWS AND DOORS ARE TO BE REMOVED, TYP. 3. G.C. TO FIELD VERIFY ALL EXISTING CONDITIONS AND MEASUREMENTS. G.C. TO NOTIFY ARCHITECT OF ANY SITE CONDITIONS THAT DIFFER FROM THE DOCUMENTS FOR COORDINATION WITH DESIGN INTENT. 4. ALL APPLIANCES, PLUMBING FIXTURES, AND FINISHES TO BE REMOVED, TYP. UP B B A A F F H H I I 3 3 2 2 1 1 4 4 7 7 E E G G D D 5 5 6 6 8 8 C C ROOF OF PERGOLA BELOW MAIN BEDROOM 301 GYM 302 OPEN TO GREAT ROOM BELOW HIS CLOSET 303 HER CLOSET 304 MAIN BATHROOM 305 W.C. 306 BALCONY 307 DECK EL. THIRD FLOOR - 10'-3 7/8" A.F.F. V.I.F. DN LIVING 400 BEDROOM 401 BATH 402 CLOSET 403 THIRD LEVEL BLEOW 13'-4 5/8" A.F.F. V.I.F. 6" / 1 2 " 10" / 12" 10 " / 1 2 " 10" / 12" 10 " / 1 2 " 10 " / 1 2 " 10 " / 1 2 " 10" / 12"LOFT 10" / 12"10" / 12" 10 " / 1 2 " 12' - 0 1/64" VIF 6' - 7 1 / 3 2 " V I F HUGO'S BEDROOM BELOW 9" / 1 2 " 9" / 1 2 " EXTERIOR STAIR TO REMAIN EDGE OF EXISTING LOFT EXISTING LOFT OPENING ROOF OVER DORMER BELOW 86' - 9" VIF 5' - 3" VIF 7' - 10" VIF 9' - 3" VIF 12' - 7" VIF 10' - 1" VIF 14' - 4" VIF 1' - 8" VIF 25' - 9" VIF 52 ' - 3 1 / 2 " V I F 7' - 6 " V I F 3' - 0 " V I F 9' - 0 " V I F 2' - 3 1 / 4 " V I F 22 ' - 0 " V I F 4' - 6 1 / 4 " V I F 4' - 0 " V I F 86' - 9" VIF 5' - 3" VIF 7' - 10" VIF 9' - 3" VIF 12' - 7" VIF 10' - 1" VIF 14' - 4" VIF 1' - 8" VIF 25' - 9" VIF 52 ' - 3 1 / 2 " V I F 7' - 6 " V I F 3' - 0 " V I F 9' - 0 " V I F 2' - 3 1 / 4 " V I F 22 ' - 0 " V I F 4' - 6 1 / 4 " V I F 4' - 0 " V I F EXISTING WALLS, APPLIANCES, FIXTURES TO REMAIN DEMOLITION LEGEND EXISTING WALLS, APPLIANCES, FIXTURES TO BE REMOVED EXISTING ROOF TO BE REMOVED F & M A R C H I T E C T S © C O P Y R I G H T 2 0 1 7 F& M A r c h i t e c t s , L L C PO B o x 6 7 6 2 1 5 K e a r n s R d . S n o w m a s s V i l l a g e , C O 8 1 6 1 5 i n f o @ f a n d m a r c h i t e c t s . c o m 9 7 0 . 9 8 7 . 2 7 0 7 SHEET NO. DRAWING: JOB NO. 1/ 1 7 / 2 0 2 3 1 2 : 0 8 : 2 8 P M A1.5 22001 UPPER THIRD FLOOR DEMO PLAN 14 4 0 R E D B U T T E 14 4 0 R E D B U T T E D R I V E AS P E N , C O Issue Date ISSUE: DATE: DRAFT STREAM MARGIN 11/04/22 STREAM MARGIN 01/17/2023 1/4" = 1'-0" 1 _UPPER THIRD FLOOR DEMO PLAN DEMOLITION PLAN NOTES 1. ALL EXISTING FLOOR ELEVATIONS ARE TO REMAIN. 2. ALL EXISTING WINDOWS AND DOORS ARE TO BE REMOVED, TYP. 3. G.C. TO FIELD VERIFY ALL EXISTING CONDITIONS AND MEASUREMENTS. G.C. TO NOTIFY ARCHITECT OF ANY SITE CONDITIONS THAT DIFFER FROM THE DOCUMENTS FOR COORDINATION WITH DESIGN INTENT. 4. ALL APPLIANCES, PLUMBING FIXTURES, AND FINISHES TO BE REMOVED, TYP. NORTH EXISTING WALLS, APPLIANCES, FIXTURES TO REMAIN DEMOLITION LEGEND EXISTING WALLS, APPLIANCES, FIXTURES TO BE REMOVED EXISTING ROOF TO BE REMOVED B B A A F F H H I I 3 3 2 2 1 1 4 4 7 7 E E G G D D 5 5 6 6 8 8 C C F & M A R C H I T E C T S © C O P Y R I G H T 2 0 1 7 F& M A r c h i t e c t s , L L C PO B o x 6 7 6 2 1 5 K e a r n s R d . S n o w m a s s V i l l a g e , C O 8 1 6 1 5 i n f o @ f a n d m a r c h i t e c t s . c o m 9 7 0 . 9 8 7 . 2 7 0 7 SHEET NO. DRAWING: JOB NO. 1/ 1 7 / 2 0 2 3 1 2 : 0 8 : 2 9 P M A1.6 22001 ROOF DEMO PLAN 14 4 0 R E D B U T T E 14 4 0 R E D B U T T E D R I V E AS P E N , C O Issue Date ISSUE: DATE: DRAFT STREAM MARGIN 11/04/22 STREAM MARGIN 01/17/2023 ROOF DEMOLITION PLAN NOTES 1. ALL EXISTING CHIMNEYS ARE TO REMAIN. 2. ALL EXISTING ROOFS AND STRUCTURE ARE TO REMAIN, UNO. 3. ALL EXISTING ROOF FINISH MATERIAL IS TO BE REMOVED, TYP. 4. ALL EXISTING ROOF PENETRATIONS ARE TO REMAIN, UNO. 5. G.C. TO FIELD VERIFY ALL EXISTING CONDITIONS AND MEASUREMENTS. G.C. TO NOTIFY ARCHITECT OF ANY SITE CONDITIONS THAT DIFFER FROM THE DOCUMENTS FOR COORDINATION WITH DESIGN INTENT. NORTH 1/4" = 1'-0" 1 _ROOF DEMO PLAN UP A3.11 DN UP UP DN DN UP B B A A F F H H I I 3 3 2 2 1 1 4 4 7 7 E E G G D D FOYER 100 SITTING ROOM 102 GREAT ROOM 103 KITCHEN 104 DINING ROOM 105 POWDER 101 LAUNDRY 003 MUDROOM 002 STORAGE GARAGE 001 BATHROOM 006 GUEST ROOM 005 FAMILY ROOM 004 PANTRY 106 5 5 6 6 8 8 WATER HWH HWH F W D REF. REF. DN PATIO PATIO C C (E) PERGOLA TO BE REMOVED ALL (E) WINDOWS TO BE REMOVED, TYP. OUTLINE OF PERGOLA ROOF ABOVE (E) EXTERIOR STAIR TO BE REMOVED OUTLINE OF ROOF ABOVE (E) WOOD COLUMNS TO E REMOVED, TYP. (E) GARAGE DOORS TO BE REPLACED (E) FRONT PORCH TO REMAIN (E) STONE TO REMAIN, TYP. ALL (E) WINDOWS TO BE REMOVED, TYP. OUTLINE OF ROOF ABOVE (E) PATIO DOORS AND WINDOWS TO BE REPLACED A3.4 2 A3.3 2 A3.4 1 86' - 9" VIF 5' - 3" VIF 7' - 10" VIF 9' - 3" VIF 12' - 7" VIF 10' - 1" VIF 14' - 4" VIF 1' - 8" VIF 25' - 9" VIF 52 ' - 3 1 / 2 " V I F 7' - 6 " V I F 3' - 0 " V I F 9' - 0 " V I F 2' - 3 1 / 4 " V I F 22 ' - 0 " V I F 4' - 6 1 / 4 " V I F 4' - 0 " V I F 86' - 9" VIF 5' - 3" VIF 7' - 10" VIF 9' - 3" VIF 12' - 7" VIF 10' - 1" VIF 14' - 4" VIF 1' - 8" VIF 25' - 9" VIF 52 ' - 3 1 / 2 " V I F 7' - 6 " V I F 3' - 0 " V I F 9' - 0 " V I F 2' - 3 1 / 4 " V I F 22 ' - 0 " V I F 4' - 6 1 / 4 " V I F 4' - 0 " V I F EXISTING WOOD BURNING FIREPLACE TO REMAIN (E) RAILING TO BE REMOVED 10'-0" SETBACK 10 ' - 0 " S E T B A C K 1 A4.2 1 A4.1 1 A4.1 T.O. PLY = 99'-0" T.O. PLY @ MAIN LEVEL = 100'-0" T.O. SLAB @ GARAGE = 95'-9 1/4" T.O. PLY @ GUEST ROOM = +/- 95'-2 1/4" T.O. PLY @ FAMILY ROOM = +/- 95'-9 1/4" PROPERTY LINE EXISTING WALLS NEW WALLS WALL LEGEND F & M A R C H I T E C T S © C O P Y R I G H T 2 0 1 7 F& M A r c h i t e c t s , L L C PO B o x 6 7 6 2 1 5 K e a r n s R d . S n o w m a s s V i l l a g e , C O 8 1 6 1 5 i n f o @ f a n d m a r c h i t e c t s . c o m 9 7 0 . 9 8 7 . 2 7 0 7 SHEET NO. DRAWING: JOB NO. 1/ 1 7 / 2 0 2 3 1 2 : 0 8 : 3 1 P M A2.1 22001 EXISTING MAIN + LOWER FLOOR PLAN 14 4 0 R E D B U T T E 14 4 0 R E D B U T T E D R I V E AS P E N , C O Issue Date 1/4" = 1'-0" 1 EXISTING MAIN FLOOR PLAN NORTH PLAN NOTES 1. ALL EXISTING FLOOR ELEVATIONS ARE TO REMAIN. G.C. TO FIELD VERIFY ALL FLOOR ELEVATIONS PRIOR TO CONSTRUCTION OF NEW STAIRS. 2. REFER TO RCPs FOR CARBON MONOXIDE / SMOKE DETECTOR LOCATIONS. 3. EXISTING PLUMBING, FIXTURES, AND INTERIOR WALLS ARE TO BE REMOVED, TYP. 4. SITE ELEVATION 7726.59' = ARCHITECTURAL MAIN LEVEL T.O. PLY 100'-0". 5. FURNITURE IS SHOWN FOR REFERENCE ONLY, REFER TO INT. FINISH PLANS AND FURNITURE PLANS FOR FINAL FURNITURE LAYOUTS. 6. G.C. TO FIELD VERIFY ALL EXISTING CONDITIONS AND MEASUREMENTS. G.C. TO NOTIFY ARCHITECT OF ANY SITE CONDITIONS THAT DIFFER FROM THE DOCUMENTS FOR COORDINATION WITH DESIGN INTENT. ISSUE: DATE: ROOF PERMIT 02/21/22 MORATORIUM 04/04/22 PERMIT 04/04/22 DRAFT STREAM MARGIN 11/04/22 STREAM MARGIN 01/17/2023 A3.1 2 A3.2 1 A3.2 2 B B A A F F H H I I 3 3 2 2 1 1 4 4 7 7 E E G G D D DN UP UP DN OSCAR'S BEDROOM 204 HUGO'S BEDROOM 205 HUGO'S BATHROOM 206 MILO'S BEDROOM 201 MILO'S BATHROOM 202 OSCAR'S BATHROOM 203 HALL 200 5 5 6 6 8 8 MAIN LEVEL BLEOW NOT IN VIEW T.O. PLY @ SECOND LEVEL = 104'-10 1/4" C C 86' - 9" VIF 5' - 3" VIF 7' - 10" VIF 9' - 3" VIF 12' - 7" VIF 10' - 1" VIF 14' - 4" VIF 1' - 8" VIF 25' - 9" VIF 52 ' - 3 1 / 2 " V I F 7' - 6 " V I F 3' - 0 " V I F 9' - 0 " V I F 2' - 3 1 / 4 " V I F 22 ' - 0 " V I F 4' - 6 1 / 4 " V I F 4' - 0 " V I F 86' - 9" VIF 5' - 3" VIF 7' - 10" VIF 9' - 3" VIF 12' - 7" VIF 10' - 1" VIF 14' - 4" VIF 1' - 8" VIF 25' - 9" VIF 52 ' - 3 1 / 2 " V I F 7' - 6 " V I F 3' - 0 " V I F 9' - 0 " V I F 2' - 3 1 / 4 " V I F 22 ' - 0 " V I F 4' - 6 1 / 4 " V I F 4' - 0 " V I F OUTLINE OF PERGOLA ROOF (E) EXTERIOR STAIR TO BE REMOVED ALL (E) WINDOWS TO BE REMOVED, TYP. ALL (E) WINDOWS TO BE REPLACED, TYP. OUTLINE OF (E) LOFT DASHED ABOVE 10'-0" SETBACK 10 ' - 0 " S E T B A C K PROPERTY LINE 10 ' - 0 " S E T B A C K PR O P E R T Y L I N E 5' - 0 5 / 8 " EXISTING WALLS NEW WALLS WALL LEGEND F & M A R C H I T E C T S © C O P Y R I G H T 2 0 1 7 F& M A r c h i t e c t s , L L C PO B o x 6 7 6 2 1 5 K e a r n s R d . S n o w m a s s V i l l a g e , C O 8 1 6 1 5 i n f o @ f a n d m a r c h i t e c t s . c o m 9 7 0 . 9 8 7 . 2 7 0 7 SHEET NO. DRAWING: JOB NO. 1/ 1 7 / 2 0 2 3 1 2 : 0 8 : 3 2 P M A2.2 22001 EXISTING SECOND FLOOR PLAN 14 4 0 R E D B U T T E 14 4 0 R E D B U T T E D R I V E AS P E N , C O Issue Date 1/4" = 1'-0" 1 EXISTING SECOND FLOOR PLAN NORTH ISSUE: DATE: MORATORIUM 04/04/22 PERMIT 04/04/22 DRAFT STREAM MARGIN 11/04/22 STREAM MARGIN 01/17/2023 PLAN NOTES 1. ALL EXISTING FLOOR ELEVATIONS ARE TO REMAIN. G.C. TO FIELD VERIFY ALL FLOOR ELEVATIONS PRIOR TO CONSTRUCTION OF NEW STAIRS. 2. REFER TO RCPs FOR CARBON MONOXIDE / SMOKE DETECTOR LOCATIONS. 3. EXISTING PLUMBING, FIXTURES, AND INTERIOR WALLS ARE TO BE REMOVED, TYP. 4. SITE ELEVATION 7726.59' = ARCHITECTURAL MAIN LEVEL T.O. PLY 100'-0". 5. FURNITURE IS SHOWN FOR REFERENCE ONLY, REFER TO INT. FINISH PLANS AND FURNITURE PLANS FOR FINAL FURNITURE LAYOUTS. 6. G.C. TO FIELD VERIFY ALL EXISTING CONDITIONS AND MEASUREMENTS. G.C. TO NOTIFY ARCHITECT OF ANY SITE CONDITIONS THAT DIFFER FROM THE DOCUMENTS FOR COORDINATION WITH DESIGN INTENT. A3.1 2 A3.2 1 A3.2 2 ROOF OF PERGOLA BELOW MAIN BEDROOM 301 GYM 302 OPEN TO GREAT ROOM BELOW B B A A F F H H I I 3 3 2 2 1 1 4 4 7 7 E E G G D D HIS CLOSET 303 HER CLOSET 304 MAIN BATHROOM 305 W.C. 306 BALCONY 307 DN DECK 5 5 6 6 8 8 EL. THIRD FLOOR - 10'-3 7/8" A.F.F. V.I.F. SECOND LEVEL BLEOW NOT IN VIEW C C EXISTING DECK TO REMAIN BALCONY EXISTING FIREPLACE TO BE REPLACED WITH NEW GAS APPLIANCE F.P. OUTLINE OF ROOF DASHED ABOVE OUTLINE OF ROOF DASHED ABOVE DN 86' - 9" VIF 5' - 3" VIF 7' - 10" VIF 9' - 3" VIF 12' - 7" VIF 10' - 1" VIF 14' - 4" VIF 1' - 8" VIF 25' - 9" VIF 52 ' - 3 1 / 2 " V I F 7' - 6 " V I F 3' - 0 " V I F 9' - 0 " V I F 2' - 3 1 / 4 " V I F 22 ' - 0 " V I F 4' - 6 1 / 4 " V I F 4' - 0 " V I F 86' - 9" VIF 5' - 3" VIF 7' - 10" VIF 9' - 3" VIF 12' - 7" VIF 10' - 1" VIF 14' - 4" VIF 1' - 8" VIF 25' - 9" VIF 52 ' - 3 1 / 2 " V I F 7' - 6 " V I F 3' - 0 " V I F 9' - 0 " V I F 2' - 3 1 / 4 " V I F 22 ' - 0 " V I F 4' - 6 1 / 4 " V I F 4' - 0 " V I F ROOF OVER PORCH BELOW (E) GYM WINDOWS AND MAN DOOR TO BE REMOVED, TYP. 2' - 0 " V I F 3' - 3 5/256" EXISTING WALLS NEW WALLS WALL LEGEND F & M A R C H I T E C T S © C O P Y R I G H T 2 0 1 7 F& M A r c h i t e c t s , L L C PO B o x 6 7 6 2 1 5 K e a r n s R d . S n o w m a s s V i l l a g e , C O 8 1 6 1 5 i n f o @ f a n d m a r c h i t e c t s . c o m 9 7 0 . 9 8 7 . 2 7 0 7 SHEET NO. DRAWING: JOB NO. 1/ 1 7 / 2 0 2 3 1 2 : 0 8 : 3 4 P M A2.3 22001 EXISTING THIRD FLOOR PLAN 14 4 0 R E D B U T T E 14 4 0 R E D B U T T E D R I V E AS P E N , C O Issue Date 1/4" = 1'-0" 1 EXISTING THIRD FLOOR PLAN NORTH ISSUE: DATE: MORATORIUM 04/04/22 PERMIT 04/04/22 DRAFT STREAM MARGIN 11/04/22 STREAM MARGIN 01/17/2023 PLAN NOTES 1. ALL EXISTING FLOOR ELEVATIONS ARE TO REMAIN. G.C. TO FIELD VERIFY ALL FLOOR ELEVATIONS PRIOR TO CONSTRUCTION OF NEW STAIRS. 2. REFER TO RCPs FOR CARBON MONOXIDE / SMOKE DETECTOR LOCATIONS. 3. EXISTING PLUMBING, FIXTURES, AND INTERIOR WALLS ARE TO BE REMOVED, TYP. 4. SITE ELEVATION 7726.59' = ARCHITECTURAL MAIN LEVEL T.O. PLY 100'-0". 5. FURNITURE IS SHOWN FOR REFERENCE ONLY, REFER TO INT. FINISH PLANS AND FURNITURE PLANS FOR FINAL FURNITURE LAYOUTS. 6. G.C. TO FIELD VERIFY ALL EXISTING CONDITIONS AND MEASUREMENTS. G.C. TO NOTIFY ARCHITECT OF ANY SITE CONDITIONS THAT DIFFER FROM THE DOCUMENTS FOR COORDINATION WITH DESIGN INTENT. UP A3.1 2 A3.2 1 A3.2 2 B B A A F F H H I I 3 3 2 2 1 1 4 4 7 7 E E G G D D 5 5 6 6 8 8 C C ROOF OF PERGOLA BELOW MAIN BEDROOM 301 GYM 302 OPEN TO GREAT ROOM BELOW HIS CLOSET 303 HER CLOSET 304 MAIN BATHROOM 305 W.C. 306 BALCONY 307 DECK EL. THIRD FLOOR - 10'-3 7/8" A.F.F. V.I.F. DN LIVING 400 BEDROOM 401 BATH 402 CLOSET 403 THIRD LEVEL BLEOW EL. UPPER THIRD FLOOR 113'-4 5/8" 6" / 1 2 " 10" / 12" 10 " / 1 2 " 10" / 12" 10 " / 1 2 " 7" / 12" 10 " / 1 2 " 10 " / 1 2 " 10" / 12" LOFT 10" / 12"10" / 12" 10 " / 1 2 " HUGO'S BEDROOM BELOW 9" / 1 2 " 9" / 1 2 " EXTERIOR STAIR TO BE REMOVED EDGE OF EXISTING LOFT EXISTING LOFT OPENING ROOF OVER DORMER BELOW 86' - 9" VIF 5' - 3" VIF 7' - 10" VIF 9' - 3" VIF 12' - 7" VIF 10' - 1" VIF 14' - 4" VIF 1' - 8" VIF 25' - 9" VIF 52 ' - 3 1 / 2 " V I F 7' - 6 " V I F 3' - 0 " V I F 9' - 0 " V I F 2' - 3 1 / 4 " V I F 22 ' - 0 " V I F 4' - 6 1 / 4 " V I F 4' - 0 " V I F 86' - 9" VIF 5' - 3" VIF 7' - 10" VIF 9' - 3" VIF 12' - 7" VIF 10' - 1" VIF 14' - 4" VIF 1' - 8" VIF 25' - 9" VIF 52 ' - 3 1 / 2 " V I F 7' - 6 " V I F 3' - 0 " V I F 9' - 0 " V I F 2' - 3 1 / 4 " V I F 22 ' - 0 " V I F 4' - 6 1 / 4 " V I F 4' - 0 " V I F OSCAR'S BEDROOM BELOW EXISTING WALLS NEW WALLS WALL LEGEND F & M A R C H I T E C T S © C O P Y R I G H T 2 0 1 7 F& M A r c h i t e c t s , L L C PO B o x 6 7 6 2 1 5 K e a r n s R d . S n o w m a s s V i l l a g e , C O 8 1 6 1 5 i n f o @ f a n d m a r c h i t e c t s . c o m 9 7 0 . 9 8 7 . 2 7 0 7 SHEET NO. DRAWING: JOB NO. 1/ 1 7 / 2 0 2 3 1 2 : 0 8 : 3 6 P M A2.4 22001 EXISTING UPPER THIRD FLOOR PLAN 14 4 0 R E D B U T T E 14 4 0 R E D B U T T E D R I V E AS P E N , C O Issue Date 1/4" = 1'-0" 1 EXISTING UPPER THIRD FLOOR PLAN NORTH ISSUE: DATE: MORATORIUM 04/04/22 PERMIT 04/04/22 DRAFT STREAM MARGIN 11/04/22 STREAM MARGIN 01/17/2023 PLAN NOTES 1. ALL EXISTING FLOOR ELEVATIONS ARE TO REMAIN. G.C. TO FIELD VERIFY ALL FLOOR ELEVATIONS PRIOR TO CONSTRUCTION OF NEW STAIRS. 2. REFER TO RCPs FOR CARBON MONOXIDE / SMOKE DETECTOR LOCATIONS. 3. EXISTING PLUMBING, FIXTURES, AND INTERIOR WALLS ARE TO BE REMOVED, TYP. 4. SITE ELEVATION 7726.59' = ARCHITECTURAL MAIN LEVEL T.O. PLY 100'-0". 5. FURNITURE IS SHOWN FOR REFERENCE ONLY, REFER TO INT. FINISH PLANS AND FURNITURE PLANS FOR FINAL FURNITURE LAYOUTS. 6. G.C. TO FIELD VERIFY ALL EXISTING CONDITIONS AND MEASUREMENTS. G.C. TO NOTIFY ARCHITECT OF ANY SITE CONDITIONS THAT DIFFER FROM THE DOCUMENTS FOR COORDINATION WITH DESIGN INTENT. A3.1 2 A3.2 1 A3.2 2 B B A A F F H H I I 3 3 2 2 1 1 4 4 7 7 E E G G D D 9" / 12" 9" / 1 2 " 9" / 1 2 " 9" / 1 2 " 9" / 12 " 9" / 12" 9 " / 1 2 " 9" / 1 2 " 9" / 12 " 9" / 12" 9" / 12" 6" / 1 2 " 10" / 12" 10" / 12" 10 " / 1 2 " 10 " / 1 2 " 10" / 12" 9" / 12" 3 1 / 2 " / 1 2 " 10 " / 1 2 " 7" / 12" 10 " / 1 2 " [No Slope] [No Slope] 10 " / 1 2 " 12 " / 1 2 " 10 " / 1 2 " 10 " / 1 2 " 9" / 12" 9" / 12" 10" / 12" DECK BELOW PATIO BELOW PATIO BELOW ROOF OF PERGOLA BELOW APPROX. LOCATION OF FIREPLACE FLUE APPROX. LOCATION OF FIREPLACE FLUE SLOPING STONE CAP BELOW SLOPING STONE CAP BELOW 6" / 1 2 " 6" / 1 2 " OPENING IN ROOF OVER EXTERIOR STAIR SLOPING ROOF OVER LOWER LEVEL BELOW SLOPING ROOF OVER SECOND LEVEL BELOW EXPOSED LOG RAFTERS BELOW MASTER DECK APPROX. LOCATION AND SIZE OF EXIST. SKYLIGHTS DASHED LINE REPRESENTS OUTSIDE OF WALL BELOW DASHED LINE REPRESENTS OUTSIDE OF WALL BELOW DS 3' - 0 1/2" VIF 1' - 10 41/64" VIF 2' - 1 1/2" VIF2' - 1 1/2" VIF 2' - 0" VIF2' - 0" VIF 16' - 0" VIF 2' - 0" VIF 7' - 4 1 / 2 " V I F 3' - 5 1 / 4 " V I F 5 5 6 6 8 8 1' - 0 1 1 7 / 2 5 6 " V I F 5' - 2 1 / 2 " V I F 7' - 3" VIF 7' - 3 9/256" VIF 7' - 4 1 / 2 " V I F C C APPROX. LOCATION OF EXISTING FLUE 10" / 12" 10" / 12"10" / 12" 10 " / 1 2 " 10" / 12" EXISTING CEDAR SHAKE ROOF • EXISTING CEDAR SHAKES • REFER TO TYP. ROOF ASSEMBLY DETAILS ROOF LEGEND PROPOSED METAL STANDING SEAM ZINC ROOF • NEW ZINC STANDING SEAM ROOF • REFER TO TYP. ROOF ASSEMBLY DETAILS • EXISTING SHEATHING AND STRUCTURE TO REMAIN WHERE POSSIBLE PROPOSED FLAT TPO ROOF • NEW FLAT ROOF WITH TPO MEMBRANE • REFER TO TYP. ROOF ASSEMBLY DETAILS STONE CAP AT CHIMNEY • EXISTING CHIMNEY CAP TO REMAIN DOWNSPOUTD.S. F & M A R C H I T E C T S © C O P Y R I G H T 2 0 1 7 F& M A r c h i t e c t s , L L C PO B o x 6 7 6 2 1 5 K e a r n s R d . S n o w m a s s V i l l a g e , C O 8 1 6 1 5 i n f o @ f a n d m a r c h i t e c t s . c o m 9 7 0 . 9 8 7 . 2 7 0 7 SHEET NO. DRAWING: JOB NO. 1/ 1 7 / 2 0 2 3 1 2 : 0 8 : 3 8 P M A2.5 22001 EXISTING ROOF PLAN 14 4 0 R E D B U T T E 14 4 0 R E D B U T T E D R I V E AS P E N , C O Issue Date 1/4" = 1'-0" 1 EXISTING ROOF PLAN ROOF PLAN NOTES 1. ALL EXISTING ROOF FINISH MATERIALS ARE TO BE REMOVED, TYP. 2. ALL (E) ROOF PENETRATIONS ARE TO REMAIN. 3. (E) ROOF STRUCTURE AND OVERHANG DIMENSIONS ARE TO REMAIN WHERE APPLICABLE. REFER TO ROOF DEMOLITION PLAN AND STRUCTURAL PLAN. 4. G.C. TO FIELD VERIFY ALL (E) GUTTER AND DOWNSPOUT LOCATIONS. NORTH ISSUE: DATE: ROOF PERMIT 02/21/22 MORATORIUM 04/04/22 PERMIT 04/04/22 DRAFT STREAM MARGIN 11/04/22 STREAM MARGIN 01/17/2023 EXISTING WALLS NEW WALLS WALL LEGEND B B A A F F H I 7 E E G D D 6 8 C C Z0.3 5 1 A4.2 1 A4.1 Z0.32 Z0.3 4 Z0.3 3 Z0.3 1 J J K K 9 9 10 10 32' - 0" 27 ' - 4 " 32' - 0" TO (E) GARAGE WALL +/ - 5 4 ' - 2 " 27 ' - 4 " 8"9' - 8"8"10' - 0"8"9' - 8"8" 11' - 0"10' - 0"11' - 0" 8" 26 ' - 0 " 8" 8"30' - 8"8" 8" 26 ' - 0 " 8" 3' - 6 " CAR 300 gallon FIRE SUPPRESSION TANK APPROX. LOCATION OF FIRE SUPPRESSION TANK, RE: MEP FOUNDATION WALL, RE: STRUCTURAL DRIVEWAY RETAINING WALL, RE: CIVIL 007 A STORAGE ALONG WALLS TO BE COORDINATED WITH INTERIORS BASEMENT GARAGE 007 EXEMPT EXTERIOR STORAGE F & M A R C H I T E C T S © C O P Y R I G H T 2 0 1 7 F& M A r c h i t e c t s , L L C PO B o x 6 7 6 2 1 5 K e a r n s R d . S n o w m a s s V i l l a g e , C O 8 1 6 1 5 i n f o @ f a n d m a r c h i t e c t s . c o m 9 7 0 . 9 8 7 . 2 7 0 7 SHEET NO. DRAWING: JOB NO. 1/ 1 7 / 2 0 2 3 1 2 : 0 8 : 3 9 P M A2.6 22001 PROPOSED BASEMENT FLOOR PLAN 14 4 0 R E D B U T T E 14 4 0 R E D B U T T E D R I V E AS P E N , C O Issue Date ISSUE: DATE: STREAM MARGIN 01/17/2023 NORTH PLAN NOTES 1. ALL EXISTING FLOOR ELEVATIONS ARE TO REMAIN. G.C. TO FIELD VERIFY ALL FLOOR ELEVATIONS PRIOR TO CONSTRUCTION OF NEW STAIRS. 2. REFER TO RCPs FOR CARBON MONOXIDE / SMOKE DETECTOR LOCATIONS. 3. EXISTING PLUMBING, FIXTURES, AND INTERIOR WALLS ARE TO BE REMOVED, TYP. 4. SITE ELEVATION 7726.59' = ARCHITECTURAL MAIN LEVEL T.O. PLY 100'-0". 5. FURNITURE IS SHOWN FOR REFERENCE ONLY, REFER TO INT. FINISH PLANS AND FURNITURE PLANS FOR FINAL FURNITURE LAYOUTS. 6. G.C. TO FIELD VERIFY ALL EXISTING CONDITIONS AND MEASUREMENTS. G.C. TO NOTIFY ARCHITECT OF ANY SITE CONDITIONS THAT DIFFER FROM THE DOCUMENTS FOR COORDINATION WITH DESIGN INTENT. 1/4" = 1'-0" 1 PROPOSED BASEMENT FLOOR PLAN B B A A F F H H I I 3 3 2 2 1 1 4 4 7 7 E E G G D D 5 5 6 6 8 8 C C DN UP DN UP FOYER 100 GREAT ROOM 103 KITCHEN 104 DINING ROOM 105 POWDER 101 LAUNDRY 003 MUDROOM 002 STORAGE GARAGE 001 BATHROOM 006 GUEST ROOM 005 FAMILY ROOM 004 86' - 9" VIF 5' - 3" VIF 7' - 10" VIF 9' - 3" VIF 12' - 7" VIF 10' - 1" VIF 14' - 4" VIF 1' - 8" VIF 25' - 9" VIF 52 ' - 3 1 / 2 " V I F 7' - 6 " V I F 3' - 0 " V I F 9' - 0 " V I F 2' - 3 1 / 4 " V I F 22 ' - 0 " V I F 4' - 6 1 / 4 " V I F 4' - 0 " V I F WATER HWH HWH F W D DN PATIO A3.31 A3.4 2 A3.3 2 A3.4 1 HB FD TR ICE BE N C H BEV. DWR WARM DWR DW DW TR EXISTING WOOD FIREPLACE TO REMAIN G.C. TO VENT EXHAUST HOOD TO EXTERIOR WALL. PROVIDE MAKE- UP AIR AS REQ'D. G.C. TO RE-USE (E) DRYER EXHAUST VENT (E) MECHANICAL EQUIPMENT TO BE RELOCATED PER G.C. 52 ' - 3 1 / 2 " V I F 7' - 6 " V I F 3' - 0 " V I F 9' - 0 " V I F 2' - 3 1 / 4 " V I F 22 ' - 0 " V I F 4' - 6 1 / 4 " V I F 4' - 0 " V I F 86' - 9" VIF 5' - 3" VIF 7' - 10" VIF 9' - 3" VIF 12' - 7" VIF 10' - 1" VIF 14' - 4" VIF 1' - 8" VIF 25' - 9" VIF NEW HOSE BIB FOR DOG WASH NEW STAIR NEW FULL HEIGHT 2X WALL AT EDGE OF STAIR G.C. TO REUSE (E) FLUE FOR VAMPAROSSA GAS BURNER NEW FULL-HEIGHT GLAZING PANTRY 102 101 A 10'-0" SETBACK 10 ' - 0 " S E T B A C K 10 ' - 0 " S E T B A C K PR O P E R T Y L I N E PROPERTY LINE APPROX. LOCATION FOR 45KW GENERATOR 5 1 / 2 " 3' - 6 1 / 2 " 12 ' - 3 " 5 1 / 2 " 5' - 4 1 / 2 " TRASH RECYCLE OUTLINE OF NEW PERGOLA ROOF ABOVE DASHED FOR REFERENCE NEW SQ. STEEL COLUMNS AT PERGOLA 40 s.f. HOT TUB 7' - 6 " U T I L I T Y E A S E M E N T HARDSCAPE PATIO NEW 6'-0" WIDE ENTRY PATHWAY, RE: LANDSCAPE COVERED DINING 1 A4.2 004 B 002 A 004 A 006 A 102 A 001 C 1 A4.1 1 A4.1 T.O. PLY @ MAIN LEVEL = 7726.51 T.O. PLY @ MAIN LEVEL = 100'-0" T.O. SLAB @ GARAGE = 95'-9 1/4" T.O. PLY = 99'-0" T.O. PLY @ DECK = 7725.46 7' - 6 " U T I L I T Y E A S E M E N T T.O. PLY @ GUEST ROOM = +/- 95'-2 1/4" T.O. PLY @ FAMILY ROOM = +/- 95'-9 1/4" NEW 8" SQUARE COLUMNS PIZZA OVEN W-5 W-2 W-1 W-1 W-1 W-4 W-1 W-1 OUTDOOR KITCHEN WITH MASONRY SURROUND PIZZA OVEN 6' - 6 " V I F 100 A 5 1/2" 6' - 0 1/2" V.I.F. 16' - 0"6' - 0 1/2" 5 1/2" NEW MASONRY WALL W/ GLAZING NEW EXTERIOR PORCH WALL NEW SQUARE TIMBER COLUMNS W/ METAL RAILING NEW FULL-HEIGHT GLAZING WALL DN 103 A A3 FD FD TRENCH DRAIN, RE: CIVIL OVEN OVEN BEV. DWR 105 A 105 A A13 A16A17 A18A19 A20 A21 A22 001 A A6 A1 A2 A4 A5 A14A15 APPROX. LOCATION FOR BACKUP GENERATOR 7723.01 7726.42 45 KW GENERATOR A8.1 1 2X WOOD SLAT SCREEN WALL EXISTING WALLS NEW WALLS WALL LEGEND F & M A R C H I T E C T S © C O P Y R I G H T 2 0 1 7 F& M A r c h i t e c t s , L L C PO B o x 6 7 6 2 1 5 K e a r n s R d . S n o w m a s s V i l l a g e , C O 8 1 6 1 5 i n f o @ f a n d m a r c h i t e c t s . c o m 9 7 0 . 9 8 7 . 2 7 0 7 SHEET NO. DRAWING: JOB NO. 1/ 1 7 / 2 0 2 3 1 2 : 0 8 : 4 3 P M A2.7 22001 PROPOSED MAIN + LOWER FLOOR PLAN 14 4 0 R E D B U T T E 14 4 0 R E D B U T T E D R I V E AS P E N , C O Issue Date 1/4" = 1'-0" 1 PROPOSED MAIN FLOOR PLAN NORTH ISSUE: DATE: MORATORIUM 04/04/22 PERMIT 04/04/22 DRAFT STREAM MARGIN 11/04/22 STREAM MARGIN 01/17/2023 PLAN NOTES 1. ALL EXISTING FLOOR ELEVATIONS ARE TO REMAIN. G.C. TO FIELD VERIFY ALL FLOOR ELEVATIONS PRIOR TO CONSTRUCTION OF NEW STAIRS. 2. REFER TO RCPs FOR CARBON MONOXIDE / SMOKE DETECTOR LOCATIONS. 3. EXISTING PLUMBING, FIXTURES, AND INTERIOR WALLS ARE TO BE REMOVED, TYP. 4. SITE ELEVATION 7726.59' = ARCHITECTURAL MAIN LEVEL T.O. PLY 100'-0". 5. FURNITURE IS SHOWN FOR REFERENCE ONLY, REFER TO INT. FINISH PLANS AND FURNITURE PLANS FOR FINAL FURNITURE LAYOUTS. 6. G.C. TO FIELD VERIFY ALL EXISTING CONDITIONS AND MEASUREMENTS. G.C. TO NOTIFY ARCHITECT OF ANY SITE CONDITIONS THAT DIFFER FROM THE DOCUMENTS FOR COORDINATION WITH DESIGN INTENT. B B A A F F H H I I 3 3 2 2 1 1 4 4 7 7 E E G G D D 5 5 6 6 8 8 C C DN UP OSCAR'S BEDROOM 204HUGO'S BEDROOM 205 HUGO'S BATHROOM 206 MILO'S BEDROOM 201 MILO'S BATHROOM 202 OSCAR'S BATHROOM 203 HALL 200 MAIN LEVEL BLEOW NOT IN VIEW T.O. PLY @ SECOND LEVEL = 104'-10 1/4" A3.31 A3.4 2 A3.3 2 A3.4 1 86' - 9" VIF 5' - 3" VIF 7' - 10" VIF 9' - 3" VIF 12' - 7" VIF 10' - 1" VIF 14' - 4" VIF 1' - 8" VIF 25' - 9" VIF 52 ' - 3 1 / 2 " V I F 7' - 6 " V I F 3' - 0 " V I F 9' - 0 " V I F 2' - 3 1 / 4 " V I F 22 ' - 0 " V I F 4' - 6 1 / 4 " V I F 4' - 0 " V I F 86' - 9" VIF 5' - 3" VIF 7' - 10" VIF 9' - 3" VIF 12' - 7" VIF 10' - 1" VIF 14' - 4" VIF 1' - 8" VIF 25' - 9" VIF 52 ' - 3 1 / 2 " V I F 7' - 6 " V I F 3' - 0 " V I F 9' - 0 " V I F 2' - 3 1 / 4 " V I F 22 ' - 0 " V I F 4' - 6 1 / 4 " V I F 4' - 0 " V I F OUTLINE OF LOFT DASHED ABOVE NEW WING WALL AT WATER CLOSET AND FRAMED WALL FOR PLUMBING 1 A4.2 206 B 206 A 200 A 200 B 200 C 200 D 203 A 1 A4.1 1 A4.1 FLAT ROOF OUTSIDE OF WINDOW FOR EGRESS RE: INTERIORS FOR BUILT-IN MILLWORK STORAGE FULL-HEIGHT STORAGE SPACE BELOW SNOW GUARDS ON ROOF BELOW GUTTER AND DOWN SPOUT DS RE: INTERIORS FOR BUILT-IN MILLWORK STORAGE W-2 W-2 B1 B2 B5 B4 +/ - 5 1 / 2 " 10 ' - 4 5 / 1 6 " 5 1 / 2 " 3' - 1 1 / 2 " 3 1 / 2 " +/- 6 ' - 4 1 5 / 1 6 " 106'-6 3/8" 107'-9" NEW FRAMED WALL INFILLED AT PREVIOUS BAY WINDOW. NEW DOUBLE CASEMENT WINDOW FOR EGRESS W-1 W-1 W-1 +/- 5 1/2" 6' - 6 1/2"6' - 1 25/128"+/- 5 1/2"6' - 4 71/128"1' - 10 3/4" CL CL 12' - 6 1/2"5' - 9 1/2" +/- 5 1/2" 6' - 3"6' - 6 1/2" CL CL +/- 5 1/2" 2' - 1 1/2" 3 1/2" +/- 15' - 11"+/- 5 1/2"12' - 9 1/2" +/- 5 1/2" +/- 7' - 3" 1' - 10" EQ EQ CL CL RE: INTERIORS FOR BUILT-IN MILLWORK STORAGE +/- 4 ' - 1 0 3 / 4 " +/- 3 ' - 1 1 1 / 2 " CL +/- 2 ' - 2 " CLEQEQCL1' - 8"CL2' - 2 113/256"B3 A7A8A9A10A11A12 A8.1 2 EXISTING WALLS NEW WALLS WALL LEGEND F & M A R C H I T E C T S © C O P Y R I G H T 2 0 1 7 F& M A r c h i t e c t s , L L C PO B o x 6 7 6 2 1 5 K e a r n s R d . S n o w m a s s V i l l a g e , C O 8 1 6 1 5 i n f o @ f a n d m a r c h i t e c t s . c o m 9 7 0 . 9 8 7 . 2 7 0 7 SHEET NO. DRAWING: JOB NO. 1/ 1 7 / 2 0 2 3 1 2 : 0 8 : 5 3 P M A2.8 22001 PROPOSED SECOND FLOOR PLAN 14 4 0 R E D B U T T E 14 4 0 R E D B U T T E D R I V E AS P E N , C O Issue Date NORTH 1/4" = 1'-0" 1 PROPOSED SECOND FLOOR PLAN ISSUE: DATE: MORATORIUM 04/04/22 PERMIT 04/04/22 DRAFT STREAM MARGIN 11/04/22 STREAM MARGIN 01/17/2023 PLAN NOTES 1. ALL EXISTING FLOOR ELEVATIONS ARE TO REMAIN. G.C. TO FIELD VERIFY ALL FLOOR ELEVATIONS PRIOR TO CONSTRUCTION OF NEW STAIRS. 2. REFER TO RCPs FOR CARBON MONOXIDE / SMOKE DETECTOR LOCATIONS. 3. EXISTING PLUMBING, FIXTURES, AND INTERIOR WALLS ARE TO BE REMOVED, TYP. 4. SITE ELEVATION 7726.59' = ARCHITECTURAL MAIN LEVEL T.O. PLY 100'-0". 5. FURNITURE IS SHOWN FOR REFERENCE ONLY, REFER TO INT. FINISH PLANS AND FURNITURE PLANS FOR FINAL FURNITURE LAYOUTS. 6. G.C. TO FIELD VERIFY ALL EXISTING CONDITIONS AND MEASUREMENTS. G.C. TO NOTIFY ARCHITECT OF ANY SITE CONDITIONS THAT DIFFER FROM THE DOCUMENTS FOR COORDINATION WITH DESIGN INTENT. W D B B A A F F H H I I 3 3 2 2 1 1 4 4 7 7 E E G G D D 5 5 6 6 8 8 C C ROOF OF PERGOLA BELOW MAIN BEDROOM 301 GYM 302 OPEN TO GREAT ROOM BELOW MAIN BATHROOM 305 BALCONY DN DECK SECOND LEVEL BLEOW NOT IN VIEW A3.31 A3.4 2 A3.3 2 A3.4 1 LAUNDRY 308 INSTALL NEW HEAT N GLO 6000CMOD-IFT. G.C. TO CONFIRM MIN. FRAMING DIMS AND CLEARANCES TO COMBUSTIBLE MATERIALS ARE MET PER APPLIANCE SPEC. G.C. TO USE (E) FLUE REPLACE (E) SWING DOOR TO BALCONY WITH SLIDING DOOR 7' - 7 " V I F 5 1 / 2 " V I F 4' - 1 " V I F 5 1 / 2 " V I F 5 1/2"1' - 10" 86' - 9" VIF 5' - 3" VIF 7' - 10" VIF 9' - 3" VIF 12' - 7" VIF 10' - 1" VIF 14' - 4" VIF 1' - 8" VIF 25' - 9" VIF 52 ' - 3 1 / 2 " V I F 7' - 6 " V I F 3' - 0 " V I F 9' - 0 " V I F 2' - 3 1 / 4 " V I F 22 ' - 0 " V I F 4' - 6 1 / 4 " V I F 4' - 0 " V I F 86' - 9" VIF 5' - 3" VIF 7' - 10" VIF 9' - 3" VIF 12' - 7" VIF 10' - 1" VIF 14' - 4" VIF 1' - 8" VIF 25' - 9" VIF 52 ' - 3 1 / 2 " V I F 7' - 6 " V I F 3' - 0 " V I F 9' - 0 " V I F 2' - 3 1 / 4 " V I F 22 ' - 0 " V I F 4' - 6 1 / 4 " V I F 4' - 0 " V I F G.C. TO ROUTE DRYER VENT OUT OF EXTERIOR WALL. 301 B 301 A 302 B 1 A4.2 308 A 1 A4.1 1 A4.1 301 C302 A NEW SLIDING DOOR TO DECK NEW DOUBLE SLIDING DOOR TO DECK FROM BEDROOM NEW METAL RAILING WITH WOOD CAP AT DECK W-1 W-1 W-1 W-1 W-2 W-2 W-2 W-2 W-1 8' - 0"8' - 0" C9 C8 C7 C6 C4C3C2 1' - 8 3 / 8 " CL FLAT ROOF BELOW OUTLINE OF STONE PARAPET WALL 10'-0" SETBACK 10 ' - 0 " S E T B A C K PROPERTY LINE CL NEW EXTERIOR WALL INFILLS PREVIOUS BAY WINDOW. WALL TO ALIGN W/ (E) EXTERIOR WALLS. FLAT ROOF BELOW OUTLINE OF STONE PARAPET WALL 6' - 3 1 / 2 " 5 1 / 2 " 9" NEW WINDOWS ON EAST WALL, RE: ELEVS. SLOPING STONE OVER OUTDOOR KITCHEN 4' - 5" 5 1/2" 6' - 3" 5 1/2" 4' - 5" 1' - 6 1 / 2 " 5 1 / 2 " W-1 NEW STANDING SEAM METAL ROOF OVER FRONT PORCH GUTTER GUTTER EQ EQ CL 5 1 / 2 " 9" 4' - 2 1 / 2 " CL EQ EQ CL wc wc C1 C5 305 C 305 B 305 A 305 D A8.1 3 UP EXISTING WALLS NEW WALLS WALL LEGEND F & M A R C H I T E C T S © C O P Y R I G H T 2 0 1 7 F& M A r c h i t e c t s , L L C PO B o x 6 7 6 2 1 5 K e a r n s R d . S n o w m a s s V i l l a g e , C O 8 1 6 1 5 i n f o @ f a n d m a r c h i t e c t s . c o m 9 7 0 . 9 8 7 . 2 7 0 7 SHEET NO. DRAWING: JOB NO. 1/ 1 7 / 2 0 2 3 1 2 : 0 8 : 5 9 P M A2.9 22001 PROPOSED THIRD FLOOR PLAN 14 4 0 R E D B U T T E 14 4 0 R E D B U T T E D R I V E AS P E N , C O Issue Date 1/4" = 1'-0" 1 PROPOSED THIRD FLOOR PLAN NORTH ISSUE: DATE: MORATORIUM 04/04/22 PERMIT 04/04/22 DRAFT STREAM MARGIN 11/04/22 STREAM MARGIN 01/17/2023 PLAN NOTES 1. ALL EXISTING FLOOR ELEVATIONS ARE TO REMAIN. G.C. TO FIELD VERIFY ALL FLOOR ELEVATIONS PRIOR TO CONSTRUCTION OF NEW STAIRS. 2. REFER TO RCPs FOR CARBON MONOXIDE / SMOKE DETECTOR LOCATIONS. 3. EXISTING PLUMBING, FIXTURES, AND INTERIOR WALLS ARE TO BE REMOVED, TYP. 4. SITE ELEVATION 7726.59' = ARCHITECTURAL MAIN LEVEL T.O. PLY 100'-0". 5. FURNITURE IS SHOWN FOR REFERENCE ONLY, REFER TO INT. FINISH PLANS AND FURNITURE PLANS FOR FINAL FURNITURE LAYOUTS. 6. G.C. TO FIELD VERIFY ALL EXISTING CONDITIONS AND MEASUREMENTS. G.C. TO NOTIFY ARCHITECT OF ANY SITE CONDITIONS THAT DIFFER FROM THE DOCUMENTS FOR COORDINATION WITH DESIGN INTENT. W D A3.11 B B A A F F H H I I 3 3 2 2 1 1 4 4 7 7 E E G G D D 5 5 6 6 8 8 C C MAIN BEDROOM 301 GYM 302 OPEN TO GREAT ROOM BELOW HIS CLOSET 303 HER CLOSET 304 MAIN BATHROOM 305 W.C. 306 BALCONY 307 DECK BATH 402 THIRD LEVEL BLEOW LOFT A3.31 A3.4 2 A3.3 2 A3.4 1 HUGO'S BEDROOM BELOW ROOF OF PERGOLA BELOW EDGE OF EXISTING LOFT TO REMAIN EXISTING LOFT OPENING TO REMAIN ROOF OVER SECOND FLOOR BELOW EXISTING ROOFS BELOW 86' - 9" VIF 5' - 3" VIF 7' - 10" VIF 9' - 3" VIF 12' - 7" VIF 10' - 1" VIF 14' - 4" VIF 1' - 8" VIF 25' - 9" VIF 52 ' - 3 1 / 2 " V I F 7' - 6 " V I F 3' - 0 " V I F 9' - 0 " V I F 2' - 3 1 / 4 " V I F 22 ' - 0 " V I F 4' - 6 1 / 4 " V I F 4' - 0 " V I F 86' - 9" VIF 5' - 3" VIF 7' - 10" VIF 9' - 3" VIF 12' - 7" VIF 10' - 1" VIF 14' - 4" VIF 1' - 8" VIF 25' - 9" VIF 52 ' - 3 1 / 2 " V I F 7' - 6 " V I F 3' - 0 " V I F 9' - 0 " V I F 2' - 3 1 / 4 " V I F 22 ' - 0 " V I F 4' - 6 1 / 4 " V I F 4' - 0 " V I F OSCAR'S BEDROOM BELOW 400 A TV BEV. REF. DESK 1 A4.2 10 " / 1 2 " 1 A4.1 1 A4.1 W-1 W-2 W-2 DS DS DS SNOW GUARDS BELOW NEW WINDOW WALL, RE: ELEVS. NEW WALL TO ALIGN W/ (E) WALL NEW DOOR TO DECK NEW WINDOWS, TYP. NEW KNEE WALL WHERE DECK EDGE MEETS SLOPING ROOF NEW KNEE WALL WHERE DECK EDGE MEETS SLOPING ROOF C14 C15 402 A RE: INTERIORS FOR BUILT-IN MILLWORK STORAGE DECK METAL RAILING WITH WOOD TOP CAP LOUVERS 6' - 1 1 " 5 1 / 2 " 15 ' - 8 " 5 1 / 2 " 9' - 9 1 / 4 " 6' - 1 1 " 16 ' - 1 1 / 2 " 10 ' - 2 3 / 4 " +/ - 4 ' - 5 1 / 2 " 3 1 / 2 " 3' - 3 3 / 8 " 6 3 / 4 " 7' - 0 7 / 8 " EQ EQ CL W-2 12' - 4"5 1/2"2' - 0" 3 1/2" 3' - 1 1/2" 5 1/2" 5' - 1" 5 1/2" C13 C11C12 400 C 400 B SAWYER'S BEDROOM 400 18' - 11 181/256"6 1/2" EXISTING WALLS NEW WALLS WALL LEGEND F & M A R C H I T E C T S © C O P Y R I G H T 2 0 1 7 F& M A r c h i t e c t s , L L C PO B o x 6 7 6 2 1 5 K e a r n s R d . S n o w m a s s V i l l a g e , C O 8 1 6 1 5 i n f o @ f a n d m a r c h i t e c t s . c o m 9 7 0 . 9 8 7 . 2 7 0 7 SHEET NO. DRAWING: JOB NO. 1/ 1 7 / 2 0 2 3 1 2 : 0 9 : 0 4 P M A2.10 22001 PROPOSED UPPER THIRD FLOOR PLAN 14 4 0 R E D B U T T E 14 4 0 R E D B U T T E D R I V E AS P E N , C O Issue Date 1/4" = 1'-0" 1 PROPOSED UPPER THIRD FLOOR PLAN NORTH PLAN NOTES 1. ALL EXISTING FLOOR ELEVATIONS ARE TO REMAIN. 2. REFER TO RCPs FOR CARBON MONOXIDE / SMOKE DETECTOR LOCATIONS. 3. EXISTING PLUMBING, FIXTURES, AND INTERIOR WALLS ARE TO REMAIN U.N.O. 4. SITE ELEVATION 7726.59' = ARCHITECTURAL MAIN LEVEL F.F. 100'-0". 5. FURNITURE IS SHOWN FOR REFERENCE ONLY, REFER TO INT. FINISH PLANS AND FURNITURE PLANS FOR FINAL FURNITURE LAYOUTS. 6. G.C. TO FIELD VERIFY ALL EXISTING CONDITIONS AND MEASUREMENTS. G.C. TO NOTIFY ARCHITECT OF ANY SITE CONDITIONS THAT DIFFER FROM THE DOCUMENTS FOR COORDINATION WITH DESIGN INTENT. 7. LOCATION AND FLOOR ELEVATION OF GUEST ROOM ON UPPER THIRD FLOOR TO BE FIELD VERIFIED. ISSUE: DATE: MORATORIUM 04/04/22 PERMIT 04/04/22 DRAFT STREAM MARGIN 11/04/22 STREAM MARGIN 01/17/2023 B B A A F F H H I I 3 3 2 2 1 1 4 4 7 7 E E G G D D [No Slope] [No Slope] DECK BELOW PATIO BELOW APPROX. LOCATION OF FIREPLACE FLUE TO REMAIN APPROX. LOCATION OF FIREPLACE FLUE TO REMAIN SLOPING STONE CAP BELOW SLOPING ROOF OVER LOWER LEVEL BELOW SLOPING ROOF OVER SECOND LEVEL BELOW APPROX. LOCATION AND SIZE OF VELUX SKYLIGHTS DASHED LINE REPRESENTS OUTSIDE OF WALL BELOW DASHED LINE REPRESENTS OUTSIDE OF WALL BELOW DS DOWNSPOUT AND GUTTER 5 5 6 6 8 8 NEW TRELLIS WITH OPERABLE LOUVERS DS C C A3.31 A3.3 2 A3.4 1 APPROX. LOCATION OF RADON MITIGATION PIPE. G.C. TO COORD. LOCATION IN FIELD WITH ARCH. 16' - 0" VIF DASHED LINES REPRESENT EXTERIOR WALLS BELOW 9" / 12"9" / 12" 9" / 1 2 " 9" / 1 2 " 9" / 12" 6" / 1 2 " 3" / 1 2 " 3 1 / 2 " / 1 2 " 10 " / 1 2 " 1 A4.1 1 A4.1 10 " / 1 2 " 4" / 1 2 " 10 " / 1 2 " 9" / 12" 10 " / 1 2 " 6" / 12" 6" / 1 2 " 6" / 12" DOWNSPOUT AND GUTTER DSDS DS DS DS DS SNOW FENCES, TYP. SNOW FENCES, TYP. GUTTER AND DOWN SPOUTS DS DS DECK BELOW 04 NEW STANDING SEAM ZINC ROOF FINISH DASHED LINE REPRESENTS EXTERIOR WALL BELOW GUTTER AND DOWNSPOUT, TYP. NEW STANDING SEAM ZINC ROOF OVER ENTRY PORCH SNOW GUARDS, TYP. DASHED LINES REPRESENT EXTERIOR WALLS BELOW SNOW GUARDS, TYP. DOWNSPOUT AND GUTTER SIDE YARD SETBACK, RE: SURVEY SETBACK 10' - 0" NEW GABLE END ROOF W/ STANDING SEAM ZINC ROOF NEW METAL RAILING WITH WOOD TOP CAP AT DECK EXPANDED DECK. ELEVATION TO ALIGN W/ (E) FLOOR LEVEL NEW SLOPED ROOF W/ STANDING SEAM ZINC FINISH 4" / 1 2 " NEW KNEE WALL WHERE DECK EDGE MEETS SLOPING ROOF NEW KNEE WALL WHERE DECK EDGE MEETS SLOPING ROOF DS DS GUTTER AND DOWNSPOUT BELOW G.C. TO INSTALL WATERPROOF RECEPTACLES AS NEEDED FOR HEAT TAPE G.C. TO INSTALL WATERPROOF RECEPTACLES AS NEEDED FOR HEAT TAPE 2' - 0"2' - 0" 1' - 0 " 86' - 9" VIF 5' - 3" VIF 7' - 10" VIF 9' - 3" VIF 12' - 7" VIF 10' - 1" VIF 14' - 4" VIF 1' - 8" VIF 25' - 9" VIF 52 ' - 3 1 / 2 " V I F 7' - 6 " V I F 3' - 0 " V I F 9' - 0 " V I F 2' - 3 1 / 4 " V I F 22 ' - 0 " V I F 4' - 6 1 / 4 " V I F 4' - 0 " V I F 86' - 9" VIF 5' - 3" VIF 7' - 10" VIF 9' - 3" VIF 12' - 7" VIF 24' - 5" VIF 1' - 8" VIF 25' - 9" VIF 2' - 0"2' - 0"16' - 0" 52 ' - 3 1 / 2 " V I F 7' - 6 " V I F 3' - 0 " V I F 9' - 0 " V I F 2' - 3 1 / 4 " V I F 22 ' - 0 " V I F 4' - 6 1 / 4 " V I F 4' - 0 " V I F 2' - 0 " 2' - 1 1/2"2' - 1 1/2" 4' - 0 " MA T C H ( E ) MA T C H ( E ) 2' - 0" MA T C H ( E ) 2' - 0" 2' - 0 " MATCH (E) 2' - 3"7' - 3"16' - 0"7' - 3" 7' - 4 1 / 2 " EXISTING CEDAR SHAKE ROOF • EXISTING CEDAR SHAKES • REFER TO TYP. ROOF ASSEMBLY DETAILS ROOF LEGEND PROPOSED METAL STANDING SEAM ZINC ROOF • NEW ZINC STANDING SEAM ROOF • REFER TO TYP. ROOF ASSEMBLY DETAILS • EXISTING SHEATHING AND STRUCTURE TO REMAIN WHERE POSSIBLE PROPOSED FLAT TPO ROOF • NEW FLAT ROOF WITH TPO MEMBRANE • REFER TO TYP. ROOF ASSEMBLY DETAILS STONE CAP AT CHIMNEY • EXISTING CHIMNEY CAP TO REMAIN DOWNSPOUTD.S. F & M A R C H I T E C T S © C O P Y R I G H T 2 0 1 7 F& M A r c h i t e c t s , L L C PO B o x 6 7 6 2 1 5 K e a r n s R d . S n o w m a s s V i l l a g e , C O 8 1 6 1 5 i n f o @ f a n d m a r c h i t e c t s . c o m 9 7 0 . 9 8 7 . 2 7 0 7 SHEET NO. DRAWING: JOB NO. 1/ 1 7 / 2 0 2 3 1 2 : 0 9 : 0 6 P M A2.11 22001 PROPOSED ROOF PLAN 14 4 0 R E D B U T T E 14 4 0 R E D B U T T E D R I V E AS P E N , C O Issue Date 1/4" = 1'-0" 1 PROPOSED ROOF PLAN NORTH ROOF PLAN NOTES 1. ALL EXISTING ROOF SHEATHING AND STRUCTURE TO REMAIN WHERE APPLICABLE AS DETERMINED BY G.C. AND STRUCTURAL ENGINEER. 2. ALL EXISTING CEDAR SHAKES ARE TO BE REPLACED WITH ZINC STANDING SEAM 3. G.C. TO ROUTE RADON MITIGATION VENTING OUT ROOF. LOCATION OF FLUE TO BE IN AREA OF LEAST VISIBILITY. REFER TO A0.5 FOR TYP. RADON MITIGATION DETAILS. 4. HEAT TAPE REQUIRED AT ALL GUTTERS, DOWNSPOUTS, VALLEYS AND CRICKETS. DOWNSPOUT LOCATIONS TO BE V.I.F. 5. ALL GUTTERS, DOWNSPOUTS, SNOWFENCES ETC. FINISHES TO BE APPROVED BY ARCHITECT. 6. REFER TO FLOOR PLANS, ROOF PLAN, AND ELEVATIONS FOR GUTTER AND DOWNSPOUT LOCATIONS. ALL DOWNSPOUTS AND EXPOSED GUTTERS TO BE SQUARE. 7. SNOW FENCE (AND SNOW CLIP) DESIGN BY ROOFING SUBCONTRACTOR AND/OR THIRD PARTY ENGINEER. IF BOLT-IN SNOW FENCES ARE APPROVED, G.C. TO HAVE STRUCTURAL ENGINEER REVIEW DESIGN PRIOR TO FABRICATION AND INSTALLATION. 8. ARCHITECT, G.C., AND ROOFING SUBCONTRACTOR TO MEET PRIOR TO ROOF CONSTRUCTION TO FINALIZE SPECIFICATIONS FOR ROOF PERFORMANCE IN REGARDS TO WATERPROOFING/FINISH ASSEMBLY, SNOW FENCES/GUARDS, HEAT TAPE, GUTTERS + DOWNSPOUTS, WATER FLOW, AND WATER/SNOW MANAGEMENT. 9. G.C. TO INSTALL ELECTRICAL JUNCTION BOXES AS NECESSARY FOR FUTURE HEAT TAPE. 10. G.C. TO INSTALL ANCHOR HOOKS AS NECESSARY FOR ROOF INSTALLATION AND MAINTENANCE. ISSUE: DATE: ROOF PERMIT 02/21/22 MORATORIUM 04/04/22 PERMIT 04/04/22 DRAFT STREAM MARGIN 11/04/22 STREAM MARGIN 01/17/2023 T.O. PLY @ MAIN FLOOR 100'-0" T.O. PLY @ THIRD FLOOR 110'-3 7/8" T.O. PLY @ SECOND FLOOR 104'-10 1/4" 3 2 147568 (E) ROOF STRUCTURE AND SHEATHING TO REMAIN, TYP. APPROX. LOCATION OF (E) GRADE, RE: SURVEY (E) FP FLUE TO BE REMAIN (E) PERGOLA TO REMAIN 10 ' - 3 7 / 8 " 4' - 1 0 1 / 4 " 5' - 5 5 / 8 " 52' - 3 1/2" 4' - 0"4' - 6 1/4"22' - 0"2' - 3 1/4"9' - 0"3' - 0"7' - 6" T.O. PLY @ UPPER THIRD FLOOR 113'-5 5/8" T.O. PLY @ MAIN FLOOR 100'-0" T.O. PLY @ THIRD FLOOR 110'-3 7/8" T.O. PLY @ SECOND FLOOR 104'-10 1/4" BA F H IEGDC 6" / 1 2 " 10 " / 1 2 " 9" / 1 2 " 10 " / 1 2 " 10 " / 1 2 " 10 " / 1 2 " 10 " / 1 2 " (E) ROOF STRUCTURE AND SHEATHING TO REMAIN, TYP. APPROX. LOCATION OF (E) GRADE, RE: SURVEY ALL (E) WINDOWS TO BE REMOVED, TYP. 86' - 9" 25' - 9"1' - 8"14' - 4"10' - 1"12' - 7"9' - 3"7' - 10"5' - 3" 10 ' - 3 7 / 8 " 5' - 5 5 / 8 " 4' - 1 0 1 / 4 " 01 02 02 (E) GARAGE DOORS TO BE REMOVED AND REPLACED (E) EXTERIOR STAIR TO BE REMOVED ALL (E) WINDOWS TO BE REMOVED, TYP. PERGOLA BEYOND (E) BAY WINDOW (E) H.T. RAILINGS AND COLUMNS UPPER WALL TO BE REMOVED T.O. PLY @ UPPER THIRD FLOOR 113'-5 5/8" T.O. PLY @ LOWER MAIN FLOOR 95'-9 1/4" EXISTING CEDAR SHAKE ROOF • EXISTING CEDAR SHAKES TO BE REMOVED • REFER TO TYP. ROOF ASSEMBLY DETAILS • EXISTING SHEATHING AND STRUCTURE TO REMAIN MATERIAL LEGEND EXISTING HORIZONTAL WOOD SIDING • EXISTING WOOD SIDING TO REMAIN, TYP. • REFER TO TYP. WALL ASSEMBLY DETAILS EXISTING STONE SIDING • EXISTING STONE SIDING TO REMAIN, TYP. • REFER TO TYP. WALL ASSEMBLY DETAILS PROPOSED METAL ZINC STANDING SEAM ROOF • EXISTING ROOF SHEATHING TO REMAIN WHERE POSSIBLE • ZINC STANDING SEAM METAL ROOF FINISH • G.C. TO COORDINATE LAYOUT OF ROOF IN FIELD WITH ARCHITECT PRIOR TO INSTALLATION FOR SEAM COORDINATION • REFER TO TYP. WALL ASSEMBLY DETAILS F & M A R C H I T E C T S © C O P Y R I G H T 2 0 1 7 F& M A r c h i t e c t s , L L C PO B o x 6 7 6 2 1 5 K e a r n s R d . S n o w m a s s V i l l a g e , C O 8 1 6 1 5 i n f o @ f a n d m a r c h i t e c t s . c o m 9 7 0 . 9 8 7 . 2 7 0 7 SHEET NO. DRAWING: JOB NO. 1/ 1 7 / 2 0 2 3 1 2 : 0 9 : 1 4 P M A3.1 22001 EXISTING EXTERIOR ELEVATIONS 14 4 0 R E D B U T T E 14 4 0 R E D B U T T E D R I V E AS P E N , C O Issue Date 1/4" = 1'-0" 1 EXISTING EAST ELEVATION 1/4" = 1'-0" 2 EXISTING SOUTH ELEVATION (STREET FACING) ISSUE: DATE: MORATORIUM 04/04/22 PERMIT 04/04/22 DRAFT STREAM MARGIN 11/04/22 STREAM MARGIN 01/17/2023 T.O. PLY @ MAIN FLOOR 100'-0" T.O. PLY @ THIRD FLOOR 110'-3 7/8" T.O. PLY @ SECOND FLOOR 104'-10 1/4" 321 4 756 8 EXISTING STAIR TO BE REMOVED EXISTING FLUE TO REMAIN APPROX. LOCATION OF (E) GRADE, RE: SURVEY 9" / 1 2 " 9" / 1 2 " 10 " / 1 2 " 10 " / 1 2 " 10 " / 1 2 " (E) ROOF STRUCTURE AND SHEATHING TO REMAIN, TYP. (E) TIMBER COLUMNS TO BE REMOVED, TYP. (E) GRADE BEYOND 10 " / 1 2 " 7" / 1 2 " 52' - 3 1/2" 7' - 6"3' - 0"9' - 0"2' - 3 1/4"22' - 0"4' - 6 1/4"4' - 0" 4' - 1 0 1 / 4 " 5' - 5 5 / 8 " 10 ' - 3 7 / 8 " 02 01 T.O. PLY @ UPPER THIRD FLOOR 113'-5 5/8" T.O. PLY @ LOWER MAIN FLOOR 95'-9 1/4" T.O. PLY @ MAIN FLOOR 100'-0" T.O. PLY @ THIRD FLOOR 110'-3 7/8" T.O. PLY @ SECOND FLOOR 104'-10 1/4" B AFHIEGDC (E) FLUE TO BE REMAIN (E) FP FLUE TO REMAIN, TYP. APPROX. LOCATION OF (E) GRADE, RE: SURVEY (E) WINDOWS AND DOORS TO BE REMOVED, TYP.(E) TIMBER COLUMNS TO BE REMOVED, TYP. (E) WINDOWS AND DOOR TO BE REMOVED, TYP. (E) EXTERIOR STAIR TO BE REMOVED 86' - 9" VIF 25' - 9" VIF 1' - 8" VIF 14' - 4" VIF 10' - 1" VIF 12' - 7" VIF 9' - 3" VIF 7' - 10" VIF 5' - 3" VIF T.O. PLY @ UPPER THIRD FLOOR 113'-5 5/8" T.O. PLY @ LOWER MAIN FLOOR 95'-9 1/4" EXISTING CEDAR SHAKE ROOF • EXISTING CEDAR SHAKES TO BE REMOVED • REFER TO TYP. ROOF ASSEMBLY DETAILS • EXISTING SHEATHING AND STRUCTURE TO REMAIN MATERIAL LEGEND EXISTING HORIZONTAL WOOD SIDING • EXISTING WOOD SIDING TO REMAIN, TYP. • REFER TO TYP. WALL ASSEMBLY DETAILS EXISTING STONE SIDING • EXISTING STONE SIDING TO REMAIN, TYP. • REFER TO TYP. WALL ASSEMBLY DETAILS PROPOSED METAL ZINC STANDING SEAM ROOF • EXISTING ROOF SHEATHING TO REMAIN WHERE POSSIBLE • ZINC STANDING SEAM METAL ROOF FINISH • G.C. TO COORDINATE LAYOUT OF ROOF IN FIELD WITH ARCHITECT PRIOR TO INSTALLATION FOR SEAM COORDINATION • REFER TO TYP. WALL ASSEMBLY DETAILS F & M A R C H I T E C T S © C O P Y R I G H T 2 0 1 7 F& M A r c h i t e c t s , L L C PO B o x 6 7 6 2 1 5 K e a r n s R d . S n o w m a s s V i l l a g e , C O 8 1 6 1 5 i n f o @ f a n d m a r c h i t e c t s . c o m 9 7 0 . 9 8 7 . 2 7 0 7 SHEET NO. DRAWING: JOB NO. 1/ 1 7 / 2 0 2 3 1 2 : 0 9 : 2 3 P M A3.2 22001 EXISTING EXTERIOR ELEVATIONS 14 4 0 R E D B U T T E 14 4 0 R E D B U T T E D R I V E AS P E N , C O Issue Date 1/4" = 1'-0" 1 EXISTING WEST ELEVATION 1/4" = 1'-0" 2 EXISTING NORTH ELEVATION (RIVER FACING) ISSUE: DATE: MORATORIUM 04/04/22 PERMIT 04/04/22 DRAFT STREAM MARGIN 11/04/22 STREAM MARGIN 01/17/2023 EXISTING CEDAR SHAKE ROOF • EXISTING CEDAR SHAKES TO BE REMOVED • REFER TO TYP. ROOF ASSEMBLY DETAILS • EXISTING SHEATHING AND STRUCTURE TO REMAIN MATERIAL LEGEND EXISTING HORIZONTAL WOOD SIDING • EXISTING WOOD SIDING TO REMAIN, TYP. • REFER TO TYP. WALL ASSEMBLY DETAILS EXISTING STONE SIDING • EXISTING STONE SIDING TO REMAIN, TYP. • REFER TO TYP. WALL ASSEMBLY DETAILS PROPOSED METAL ZINC STANDING SEAM ROOF • EXISTING ROOF SHEATHING TO REMAIN WHERE POSSIBLE • ZINC STANDING SEAM METAL ROOF FINISH • G.C. TO COORDINATE LAYOUT OF ROOF IN FIELD WITH ARCHITECT PRIOR TO INSTALLATION FOR SEAM COORDINATION • REFER TO TYP. WALL ASSEMBLY DETAILS T.O. PLY @ MAIN FLOOR 100'-0" T.O. PLY @ THIRD FLOOR 110'-3 7/8" T.O. PLY @ SECOND FLOOR 104'-10 1/4" 3 2 147568 (E) ROOF STRUCTURE AND SHEATHING TO REMAIN, TYP. APPROX. LOCATION OF (E) GRADE, RE: SURVEY NEW WINDOW IN NEW WALL (E) FP FLUE TO BE REMAIN (E) FLUE TO BE REUSED (E) VENT TO REMAIN NEW ZINC ROOF OVER FRONT ENTRY PORCH 02 04 03 02 04 03 A3 C9 02 SNOW GUARDS, TYP. APPLIED 2X TRIM AT WINDOWS, TYP. NEW METAL RAILING WITH WOOD TOP CAP APPLIED 2X TRIM AT WINDOWS, TYP. DECK BEYOND STEP DOWN TO PATIO BEYOND PATIO BEYOND NEW SLOPING STONE OVERHANG W/ OUTDOOR KITCHEN A13 A14 C5 B3 A6 T.O. PLY @ UPPER THIRD FLOOR 113'-5 5/8" T.O. PLY @ MAIN FLOOR 100'-0" T.O. PLY @ THIRD FLOOR 110'-3 7/8" T.O. PLY @ SECOND FLOOR 104'-10 1/4" BA F H IEGDC (E) ROOF STRUCTURE AND SHEATHING TO REMAIN, TYP. APPROX. LOCATION OF GRADE , RE: CIVIL NEW EGRESS WINDOWS FROM BEDROOM E E 1 A4.2 1 A4.2 WOOD SCREEN WALL TO HIDE GENERATOR. MAX. HEIGHT OF 42" 1 A4.1 1 A4.1 C1 100 A B2B1 C2 C3 C4 03 04 03 02 04 A4 A5A1A2 T.O. SLAB BASEMENT 92'-11 1/4" T.O. PLY @ UPPER THIRD FLOOR 113'-5 5/8" T.O. PLY @ LOWER MAIN FLOOR 95'-9 1/4" 001 A EQ EQ 1' - 0" 16' - 0" 7' - 0 " F & M A R C H I T E C T S © C O P Y R I G H T 2 0 1 7 F& M A r c h i t e c t s , L L C PO B o x 6 7 6 2 1 5 K e a r n s R d . S n o w m a s s V i l l a g e , C O 8 1 6 1 5 i n f o @ f a n d m a r c h i t e c t s . c o m 9 7 0 . 9 8 7 . 2 7 0 7 SHEET NO. DRAWING: JOB NO. 1/ 1 7 / 2 0 2 3 1 2 : 0 9 : 3 4 P M A3.3 22001 PROPOSED EXTERIOR ELEVATIONS 14 4 0 R E D B U T T E 14 4 0 R E D B U T T E D R I V E AS P E N , C O Issue Date 1/4" = 1'-0" 1 PROPOSED EAST ELEVATION 1/4" = 1'-0" 2 PROPOSED SOUTH ELEVATION (STREET FACING) ISSUE: DATE: MORATORIUM 04/04/22 PERMIT 04/04/22 DRAFT STREAM MARGIN 11/04/22 STREAM MARGIN 01/17/2023 EXISTING CEDAR SHAKE ROOF • EXISTING CEDAR SHAKES TO BE REMOVED • REFER TO TYP. ROOF ASSEMBLY DETAILS • EXISTING SHEATHING AND STRUCTURE TO REMAIN MATERIAL LEGEND EXISTING HORIZONTAL WOOD SIDING • EXISTING WOOD SIDING TO REMAIN, TYP. • REFER TO TYP. WALL ASSEMBLY DETAILS EXISTING STONE SIDING • EXISTING STONE SIDING TO REMAIN, TYP. • REFER TO TYP. WALL ASSEMBLY DETAILS PROPOSED METAL ZINC STANDING SEAM ROOF • EXISTING ROOF SHEATHING TO REMAIN WHERE POSSIBLE • ZINC STANDING SEAM METAL ROOF FINISH • G.C. TO COORDINATE LAYOUT OF ROOF IN FIELD WITH ARCHITECT PRIOR TO INSTALLATION FOR SEAM COORDINATION • REFER TO TYP. WALL ASSEMBLY DETAILS T.O. PLY @ MAIN FLOOR 100'-0" T.O. PLY @ THIRD FLOOR 110'-3 7/8" T.O. PLY @ SECOND FLOOR 104'-10 1/4" 321 4 756 8 EXISTING FLUE TO REMAIN APPROX. LOCATION OF GRADE NEW METAL RAILING W/ WOOD CAP PROPOSED LOCATION FOR RADON VENT. G.C. TO COORD. LOCATION IN FIELD WITH ARCH. SQUARE TIMBER COLUMN W/ EXPOSED BEAM AND RAFTERS 400 A C14 C15 52' - 3 1/2" VIF 7' - 6" VIF 3' - 0" VIF 9' - 0" VIF 2' - 3 1/4" VIF 22' - 0" VIF 4' - 6 1/4" VIF 4' - 0" VIF 10 ' - 3 7 / 8 " V I F 4' - 1 0 1 / 4 " V I F 5' - 5 5 / 8 " V I F SQUARE GUTTER AND DOWNSPOUT SNOW FENCE, TYP. ? 02 ? 02 A20 A21 A15 T.O. SLAB BASEMENT 92'-11 1/4" APPROX. LOCATION OF GENERATOR APPROX. LOCATION OF GENERATOR T.O. PLY @ UPPER THIRD FLOOR 113'-5 5/8" T.O. PLY @ LOWER MAIN FLOOR 95'-9 1/4" T.O. PLY @ MAIN FLOOR 100'-0" T.O. PLY @ THIRD FLOOR 110'-3 7/8" T.O. PLY @ SECOND FLOOR 104'-10 1/4" B AFHIEGDC (E) FP FLUE TO REMAIN, TYP. NEW MULTI-PANEL FOLDING DOOR (E) FLUE TO REMAIN, TYP. APPROX. LOCATION OF (E) GRADE, RE: SURVEY E E PROPOSED RADON VENT LOCATION. G.C. TO COORD LOCATION WITH ARCH. NEW SLIDING DOOR NEW SKYLIGHTS IN (E) FRAMED OPENINGS 1 A4.2 1 A4.2 NEW METAL PERGOLA SHADE STRUCTURE NEW METAL RAILING WITH WOOD TOP CAP 1 A4.1 1 A4.1 105 A A16 301 C 302 A B5 C11 C13 C10 C8C7C6 103 A 04 03 02 A7 A8 A9 A10 A11 A12 C12 B4 A17 A18 A19 A22 T.O. PLY @ UPPER THIRD FLOOR 113'-5 5/8" T.O. PLY @ LOWER MAIN FLOOR 95'-9 1/4" F & M A R C H I T E C T S © C O P Y R I G H T 2 0 1 7 F& M A r c h i t e c t s , L L C PO B o x 6 7 6 2 1 5 K e a r n s R d . S n o w m a s s V i l l a g e , C O 8 1 6 1 5 i n f o @ f a n d m a r c h i t e c t s . c o m 9 7 0 . 9 8 7 . 2 7 0 7 SHEET NO. DRAWING: JOB NO. 1/ 1 7 / 2 0 2 3 1 2 : 0 9 : 4 4 P M A3.4 22001 PROPOSED EXTERIOR ELEVATIONS 14 4 0 R E D B U T T E 14 4 0 R E D B U T T E D R I V E AS P E N , C O Issue Date 1/4" = 1'-0" 1 PROPOSED WEST ELEVATION 1/4" = 1'-0" 2 PROPOSED NORTH ELEVATION (RIVER FACING) ISSUE: DATE: MORATORIUM 04/04/22 PERMIT 04/04/22 DRAFT STREAM MARGIN 11/04/22 STREAM MARGIN 01/17/2023 T.O. PLY @ MAIN FLOOR 100'-0" T.O. PLY @ THIRD FLOOR 110'-3 7/8" T.O. PLY @ SECOND FLOOR 104'-10 1/4" 321 4 756 8 TO G A R A G E F L O O R 2' - 1 0 " GARAGE 001 HUGO'S BEDROOM 205 HUGO'S BATHROOM 206 GUEST ROOM 005 8' - 0 " SITE WALL, RE: CIVIL GREEN ROOF ASSEMBLY T.O. SLAB BASEMENT 92'-11 1/4" 9 10 7719.45 T.O. PLY @ UPPER THIRD FLOOR 113'-5 5/8" T.O. PLY @ LOWER MAIN FLOOR 95'-9 1/4" APPROX. NEW DRIVEWAY GRADE, RE: CIVIL FOR SLOPES AND DRAINAGE LANDSCAPE AND PLANTING, RE: LANDSCAPE F & M A R C H I T E C T S © C O P Y R I G H T 2 0 1 7 F& M A r c h i t e c t s , L L C PO B o x 6 7 6 2 1 5 K e a r n s R d . S n o w m a s s V i l l a g e , C O 8 1 6 1 5 i n f o @ f a n d m a r c h i t e c t s . c o m 9 7 0 . 9 8 7 . 2 7 0 7 SHEET NO. DRAWING: JOB NO. 1/ 1 7 / 2 0 2 3 1 2 : 2 7 : 3 7 P M A4.1 22001 SECTIONS 14 4 0 R E D B U T T E 14 4 0 R E D B U T T E D R I V E AS P E N , C O Issue Date 1/4" = 1'-0" 1 DRIVEWAY N-S SECTION ISSUE: DATE: DRAFT STREAM MARGIN 11/04/22 T.O. PLY @ MAIN FLOOR 100'-0" T.O. PLY @ THIRD FLOOR 110'-3 7/8" T.O. PLY @ SECOND FLOOR 104'-10 1/4" 321 4 756 8 T.O. PLY @ UPPER THIRD FLOOR 113'-5 5/8" FOYER 100 KITCHEN 104 DINING ROOM 105 MAIN BEDROOM 301 MAIN BATHROOM 305 45 DEGREE OFFSET FROM TOP OF BANK EXTENT OF EXISTING ROOF OVERHANG TO REMAIN EXTENT OF EXISTING DECK TO REMAIN APPROXIMATE LOCATION OF NEW GRADE, RE: CIVIL 4 5 ° LINE DENOTES POINT OF 15 FOOT OFFSET FROM TOP OF BANK F & M A R C H I T E C T S © C O P Y R I G H T 2 0 1 7 F& M A r c h i t e c t s , L L C PO B o x 6 7 6 2 1 5 K e a r n s R d . S n o w m a s s V i l l a g e , C O 8 1 6 1 5 i n f o @ f a n d m a r c h i t e c t s . c o m 9 7 0 . 9 8 7 . 2 7 0 7 SHEET NO. DRAWING: JOB NO. 1/ 1 7 / 2 0 2 3 1 2 : 3 0 : 0 9 P M A4.2 22001 BUILDING SECTION 14 4 0 R E D B U T T E 14 4 0 R E D B U T T E D R I V E AS P E N , C O Issue Date ISSUE: DATE: 1/4" = 1'-0" 1 STREAM MARGIN SECTION B B A A F F H H I I 3 3 2 2 1 1 4 4 7 7 E E G G D D 5 5 6 6 8 8 C C SL O P E SL O P E 8'-0" A.F.F. V.I.F. +/-9'-2 5/8" A.F.F. V.I.F. NO CHANGE SLOPE SLOPE +/-8'-0" A.F.F. V.I.F. NO CHANGE +/- 8'-7" A.F.F. V.I.F. NO CHANGE +/- 8'-7" A.F.F. V.I.F. NO CHANGE OUTLINE OF STAIR DASHED FOR REFERENCE EXISTING BEAM TO REMAIN, TYP. EXISTING BEAM TO REMAIN, TYP. +/- 8'-7" A.F.F. V.I.F. NO CHANGE +/- 8'-7" A.F.F. V.I.F. NO CHANGE +/- 8'-0" A.F.F. V.I.F. NO CHANGE OUTLINE OF FURNITURE DASHED FOR REFERENCE EXISTING TRUSSES TO REMAIN, TYP. SL O P E SL O P E SL O P E SL O P E SL O P E SL O P E +/- 8'-0" A.F.F. V.I.F. NO CHANGE +/-8'-0" A.F.F. V.I.F. NO CHANGE +/-8'-0" A.F.F. V.I.F. NO CHANGE +/-9'-2 5/8" A.F.F. V.I.F. NO CHANGE +/-9'-8" A.F.F. V.I.F. NO CHANGE +/- 8'-7" A.F.F. V.I.F. NO CHANGE +/- 9'-0" A.F.F. V.I.F. NO CHANGE +/- 9'-2 5/8" A.F.F. V.I.F. NO CHANGE +/- 8'-0" A.F.F. V.I.F. NO CHANGE EXISTING BEAM TO REMAIN, TYP. EXISTING BEAM TO REMAIN, TYP. +/- 8'-0" A.F.F. V.I.F. NO CHANGE +/- 7'-7" A.F.F. V.I.F. NO CHANGE +/- 7'-6" A.F.F. V.I.F. NO CHANGE+/- 7'-7" A.F.F. V.I.F. NO CHANGE OUTLINE OF SOFFIT ABOVE OUTLINE OF ROOF ABOVE SD CO SD SD (E) RIDGE BEAM TO REMAIN (E ) B E A M T O R E M A I N (E) BEAM TO REMAIN (E) BEAM TO REMAIN (E) BEAM TO REMAIN (E) BEAM TO REMAIN (E) BEAM TO REMAIN (E) BEAM TO REMAIN (E) BEAM TO REMAIN (E) BEAM TO REMAIN (E) BEAM TO REMAIN(E) BEAM TO REMAIN(E) BEAM TO REMAIN (E ) B E A M T O R E M A I N (E ) B E A M T O R E M A I N (E ) B E A M T O R E M A I N (E ) B E A M T O R E M A I N F & M A R C H I T E C T S © C O P Y R I G H T 2 0 1 7 F& M A r c h i t e c t s , L L C PO B o x 6 7 6 2 1 5 K e a r n s R d . S n o w m a s s V i l l a g e , C O 8 1 6 1 5 i n f o @ f a n d m a r c h i t e c t s . c o m 9 7 0 . 9 8 7 . 2 7 0 7 SHEET NO. DRAWING: JOB NO. 1/ 1 7 / 2 0 2 3 1 2 : 0 9 : 5 2 P M A7.1 22001 MAIN LEVEL REFLECTED CEILING PLAN 14 4 0 R E D B U T T E 14 4 0 R E D B U T T E D R I V E AS P E N , C O Issue Date RCP NOTES 1. EXISTING CEILING HEIGHTS TO REMAIN, U.N.O. G.C. TO VERIFY ALL EXISTING CEILING HEIGHTS IN FIELD PRIOR TO ORDER OF LIGHT FIXTURES. 2. G.C. TO INSTALL SMOKE ALARMS PER NFPA 72 REQUIREMENTS PER IRC R314. G.C. TO COORDINATE FINAL LOCATIONS IN FIELD WITH LIGHTING DESIGN/LAYOUT. G.C. TO PROVIDE ARCHITECT WITH SHOP DRAWINGS FOR REVIEW PRIOR TO INSTALLATION. 3. G.C. TO INSTALL CARBON MONOXIDE DETECTORS (CO) PER AFPD REQUIREMENTS. G.C. TO COORDINATE FINAL LOCATIONS IN FIELD WITH LIGHTING DESIGN/LAYOUT. 4. REFER TO LIGHTING DESIGN DOCUMENTS FOR LIGHT FIXTURE LOCATION AND SPECIFICATIONS. 5. REFER TO INTERIOR DESIGNER'S FINISH SCHEDULE FOR FINAL CEILING FINISH. 6. 'INTERIORS' OR 'INT.' REFERS TO INTERIOR DESIGNER. 7. ILLUMINATE STAIRS PER R303.7. MINIMUM OF 75% OF PERMANENTLY INSTALLED FIXTURES TO CONTAIN HIGH EFFICACY LAMPS PER IEEC 404.1. 8. FIRE SPRINKLER PLAN WILL BE A DEFERRED SUBMITTAL ONCE THE MASTER PERMIT IS ISSUED. FIRE SPRINKLERS ARE TO BE INSTALLED WITH THIS PERMIT. 1/4" = 1'-0" 1 EXISTING MAIN LEVEL RCP NORTH ISSUE: DATE: PERMIT 04/04/22 DRAFT STREAM MARGIN 11/04/22 B B A A F F H H I I 3 3 2 2 1 1 4 4 7 7 E E G G D D 5 5 6 6 8 8 C C REFER TO THIRD LEVEL RCP +/-8'-0" A.F.F. V.I.F. NO CHANGE SL O P E +/-8'-0" A.F.F. V.I.F. NO CHANGE +/-8'-0" A.F.F. V.I.F. NO CHANGE OUTLINE OF STAIR DASHED FOR REFERENCE OUTLINE OF FLAT WOOD SOFFIT ABOVE +/-7'-9" A.F.F. V.I.F. NO CHANGE +/-7'-9" A.F.F. V.I.F. NO CHANGE +/-7'-9" A.F.F. V.I.F. NO CHANGE +/-7'-9" A.F.F. V.I.F. NO CHANGE SL O P E +/-7'-9" A.F.F. V.I.F. NO CHANGE +/-7'-9" A.F.F. V.I.F. NO CHANGE SD SD SD SD COCO CO SL O P E +/-8'-0" A.F.F. V.I.F. NO CHANGE OUTLINE OF SLOPED ROOF ABOVE OUTLINE OF SLOPED ROOF ABOVE SL O P E SL O P E SL O P E SL O P E OUTLINE OF FLAT WOOD SOFFIT ABOVEOUTLINE OF FURNITURE DASHED FOR REFERENCE OSCAR'S BEDROOM 204 HUGO'S BEDROOM 205 HUGO'S BATHROOM 206 MILO'S BEDROOM 201 MILO'S BATHROOM 202 OSCAR'S BATHROOM 203 HALL 200 OUTLINE OF LOFT ABOVE SL O P E SLOPE SLOPE SLOPE SLOPE F & M A R C H I T E C T S © C O P Y R I G H T 2 0 1 7 F& M A r c h i t e c t s , L L C PO B o x 6 7 6 2 1 5 K e a r n s R d . S n o w m a s s V i l l a g e , C O 8 1 6 1 5 i n f o @ f a n d m a r c h i t e c t s . c o m 9 7 0 . 9 8 7 . 2 7 0 7 SHEET NO. DRAWING: JOB NO. 1/ 1 7 / 2 0 2 3 1 2 : 0 9 : 5 4 P M A7.2 22001 SECOND LEVEL REFLECTED CEILING PLAN 14 4 0 R E D B U T T E 14 4 0 R E D B U T T E D R I V E AS P E N , C O Issue Date 1/4" = 1'-0" 1 EXISTING SECOND LEVEL RCP NORTH RCP NOTES 1. EXISTING CEILING HEIGHTS TO REMAIN, U.N.O. G.C. TO VERIFY ALL EXISTING CEILING HEIGHTS IN FIELD PRIOR TO ORDER OF LIGHT FIXTURES. 2. G.C. TO INSTALL SMOKE ALARMS PER NFPA 72 REQUIREMENTS PER IRC R314. G.C. TO COORDINATE FINAL LOCATIONS IN FIELD WITH LIGHTING DESIGN/LAYOUT. G.C. TO PROVIDE ARCHITECT WITH SHOP DRAWINGS FOR REVIEW PRIOR TO INSTALLATION. 3. G.C. TO INSTALL CARBON MONOXIDE DETECTORS (CO) PER AFPD REQUIREMENTS. G.C. TO COORDINATE FINAL LOCATIONS IN FIELD WITH LIGHTING DESIGN/LAYOUT. 4. REFER TO LIGHTING DESIGN DOCUMENTS FOR LIGHT FIXTURE LOCATION AND SPECIFICATIONS. 5. REFER TO INTERIOR DESIGNER'S FINISH SCHEDULE FOR FINAL CEILING FINISH. 6. 'INTERIORS' OR 'INT.' REFERS TO INTERIOR DESIGNER. 7. ILLUMINATE STAIRS PER R303.7. MINIMUM OF 75% OF PERMANENTLY INSTALLED FIXTURES TO CONTAIN HIGH EFFICACY LAMPS PER IEEC 404.1. 8. FIRE SPRINKLER PLAN WILL BE A DEFERRED SUBMITTAL ONCE THE MASTER PERMIT IS ISSUED. FIRE SPRINKLERS ARE TO BE INSTALLED WITH THIS PERMIT. ISSUE: DATE: PERMIT 04/04/22 DRAFT STREAM MARGIN 11/04/22 B B A A F F H H I I 3 3 2 2 1 1 4 4 7 7 E E G G D D 5 5 6 6 8 8 C C SL O P E SL O P E +/-7'-8 3/4" A.F.F. V.I.F. NO CHANGE SL O P E SL O P E SL O P E SL O P E SL O P E SL O P E SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SL O P E SL O P E SL O P E +/-7'-8 3/4" A.F.F. V.I.F. NO CHANGE +/-7'-8 3/4" A.F.F. V.I.F. NO CHANGE SL O P E +/-7'-8 3/4" A.F.F. V.I.F. NO CHANGE +/-8'-0" A.F.F. V.I.F. NO CHANGE +/-8'-0" A.F.F. V.I.F. NO CHANGE (E) RIDGE BEAM TO REMAIN +/-8'-0" A.F.F. V.I.F. NO CHANGE SL O P E SL O P E SLOPE SLOPE SL O P E +/-8'-0" A.F.F. V.I.F. NO CHANGE SLOPE SLOPE EXISTING TRUSSES TO REMAIN OUTLINE OF SOFFIT ABOVE EXISTING RIDGE BEAM TO REMAIN OUTLINE OF ROOF ABOVE SD SD CO OUTLINE OF FURNITURE DASHED FOR REFERENCE SL O P E MAIN BEDROOM 301 GYM 302 HIS CLOSET 303 HER CLOSET 304 MAIN BATHROOM 305 W.C. 306 LIVING 400 BEDROOM 401 BATH 402 CLOSET 403 SL O P E SLOPE OUTLINE OF FURNITURE DASHED BELOW FOR REFERENCE OUTLINE OF SKYLIGHT OPENINGS OUTLINE OF STAIR DASHED FOR REFERENCE LOFT SD CO (E ) T R U S S T O R E M A I N (E ) T R U S S T O R E M A I N (E ) T R U S S T O R E M A I N (E ) T R U S S T O R E M A I N (E ) T R U S S T O R E M A I N (E ) T R U S S T O R E M A I N (E) TRUSS TO REMAIN (E) TRUSS TO REMAIN (E) TRUSS TO BE REMOVED (E ) T R U S S T O R E M A I N (E ) T R U S S T O R E M A I N SL O P E SLOPE +/-8'-0" A.F.F. V.I.F. NO CHANGE +/-8'-0" A.F.F. V.I.F. NO CHANGE +/-8'-0" A.F.F. V.I.F. NO CHANGE SLOPE SLOPE (E ) R I D G E B E A M T O B E R E M O V E D (E ) R I D G E B E A M T O R E M O V E (E) TRUSS TO BE REMAIN SL O P E F & M A R C H I T E C T S © C O P Y R I G H T 2 0 1 7 F& M A r c h i t e c t s , L L C PO B o x 6 7 6 2 1 5 K e a r n s R d . S n o w m a s s V i l l a g e , C O 8 1 6 1 5 i n f o @ f a n d m a r c h i t e c t s . c o m 9 7 0 . 9 8 7 . 2 7 0 7 SHEET NO. DRAWING: JOB NO. 1/ 1 7 / 2 0 2 3 1 2 : 0 9 : 5 6 P M A7.3 22001 THIRD LEVEL REFLECTED CEILING PLAN 14 4 0 R E D B U T T E 14 4 0 R E D B U T T E D R I V E AS P E N , C O Issue Date 1/4" = 1'-0" 1 EXISTING THIRD LEVEL RCP NORTH RCP NOTES 1. EXISTING CEILING HEIGHTS TO REMAIN, U.N.O. G.C. TO VERIFY ALL EXISTING CEILING HEIGHTS IN FIELD PRIOR TO ORDER OF LIGHT FIXTURES. 2. G.C. TO INSTALL SMOKE ALARMS PER NFPA 72 REQUIREMENTS PER IRC R314. G.C. TO COORDINATE FINAL LOCATIONS IN FIELD WITH LIGHTING DESIGN/LAYOUT. G.C. TO PROVIDE ARCHITECT WITH SHOP DRAWINGS FOR REVIEW PRIOR TO INSTALLATION. 3. G.C. TO INSTALL CARBON MONOXIDE DETECTORS (CO) PER AFPD REQUIREMENTS. G.C. TO COORDINATE FINAL LOCATIONS IN FIELD WITH LIGHTING DESIGN/LAYOUT. 4. REFER TO LIGHTING DESIGN DOCUMENTS FOR LIGHT FIXTURE LOCATION AND SPECIFICATIONS. 5. REFER TO INTERIOR DESIGNER'S FINISH SCHEDULE FOR FINAL CEILING FINISH. 6. 'INTERIORS' OR 'INT.' REFERS TO INTERIOR DESIGNER. 7. ILLUMINATE STAIRS PER R303.7. MINIMUM OF 75% OF PERMANENTLY INSTALLED FIXTURES TO CONTAIN HIGH EFFICACY LAMPS PER IEEC 404.1. 8. FIRE SPRINKLER PLAN WILL BE A DEFERRED SUBMITTAL ONCE THE MASTER PERMIT IS ISSUED. FIRE SPRINKLERS ARE TO BE INSTALLED WITH THIS PERMIT. ISSUE: DATE: PERMIT 04/04/22 DRAFT STREAM MARGIN 11/04/22 B B A A F F H H I I 3 3 2 2 1 1 4 4 7 7 E E G G D D 5 5 6 6 8 8 C C SL O P E SL O P E +/-9'-0" A.F.F. V.I.F. NO CHANGE +/-8'-0" A.F.F. V.I.F. TYPE "X" GWB 11'-0 3/4" V.I.F. WOOD T&G +/- 8'-7" A.F.F. V.I.F. GWB EXISTING TRUSSES TO REMAIN, TYP. SL O P E SL O P E SL O P E SL O P E SL O P E SL O P E +/- 8'-0" A.F.F. V.I.F. GWB +/-8'-0" A.F.F. V.I.F. GWB +/-9'-2 5/8" A.F.F. V.I.F. NO CHANGE +/-9'-8" A.F.F. V.I.F. NO CHANGE +/- 9'-2 5/8" A.F.F. V.I.F. NO CHANGE EXISTING BEAM TO REMAIN, TYP. EXISTING BEAM TO REMAIN, TYP. +/- 8'-0" A.F.F. V.I.F. NO CHANGE +/- 7'-6" A.F.F. V.I.F. GWB OUTLINE OF SOFFIT ABOVE OUTLINE OF ROOF ABOVE SD CO SD SD (E) RIDGE BEAM TO REMAIN (E ) B E A M T O R E M A I N (E) BEAM TO REMAIN (E) BEAM TO REMAIN (E) BEAM TO REMAIN (E) BEAM TO REMAIN BEAM BEAM EXISTING STAIR DASHED FOR REFERENCE +/-8'-0" A.F.F. GWB +/-8'-0" A.F.F. GWB 1 A4.2 1 A4.1 1 A4.1 BEAM BEAM SL O P E SL O P E SL O P E SL O P E SL O P E SL O P E SLOPE SLOPE GUTTER SL O P E SL O P E +/-8'-0" A.F.F. V.I.F. GWB +/- 8'-7" A.F.F. V.I.F. GWB +/- 8'-7" A.F.F. TILE F & M A R C H I T E C T S © C O P Y R I G H T 2 0 1 7 F& M A r c h i t e c t s , L L C PO B o x 6 7 6 2 1 5 K e a r n s R d . S n o w m a s s V i l l a g e , C O 8 1 6 1 5 i n f o @ f a n d m a r c h i t e c t s . c o m 9 7 0 . 9 8 7 . 2 7 0 7 SHEET NO. DRAWING: JOB NO. 1/ 1 7 / 2 0 2 3 1 2 : 0 9 : 5 7 P M A7.4 22001 PROPOSED MAIN LEVEL RCP 14 4 0 R E D B U T T E 14 4 0 R E D B U T T E D R I V E AS P E N , C O Issue Date 1/4" = 1'-0" 1 PROPOSED MAIN LEVEL RCP RCP NOTES 1. EXISTING CEILING HEIGHTS TO REMAIN, U.N.O. G.C. TO VERIFY ALL EXISTING CEILING HEIGHTS IN FIELD PRIOR TO ORDER OF LIGHT FIXTURES. 2. G.C. TO INSTALL SMOKE ALARMS PER NFPA 72 REQUIREMENTS PER IRC R314. G.C. TO COORDINATE FINAL LOCATIONS IN FIELD WITH LIGHTING DESIGN/LAYOUT. G.C. TO PROVIDE ARCHITECT WITH SHOP DRAWINGS FOR REVIEW PRIOR TO INSTALLATION. 3. G.C. TO INSTALL CARBON MONOXIDE DETECTORS (CO) PER AFPD REQUIREMENTS. G.C. TO COORDINATE FINAL LOCATIONS IN FIELD WITH LIGHTING DESIGN/LAYOUT. 4. REFER TO LIGHTING DESIGN DOCUMENTS FOR LIGHT FIXTURE LOCATION AND SPECIFICATIONS. 5. REFER TO INTERIOR DESIGNER'S FINISH SCHEDULE FOR FINAL CEILING FINISH. 6. 'INTERIORS' OR 'INT.' REFERS TO INTERIOR DESIGNER. 7. ILLUMINATE STAIRS PER R303.7. MINIMUM OF 75% OF PERMANENTLY INSTALLED FIXTURES TO CONTAIN HIGH EFFICACY LAMPS PER IEEC 404.1. 8. FIRE SPRINKLER PLAN WILL BE A DEFERRED SUBMITTAL ONCE THE MASTER PERMIT IS ISSUED. FIRE SPRINKLERS ARE TO BE INSTALLED WITH THIS PERMIT. NORTH ISSUE: DATE: PERMIT 04/04/22 DRAFT STREAM MARGIN 11/04/22 B B A A F F H H I I 3 3 2 2 1 1 4 4 7 7 E E G G D D 5 5 6 6 8 8 C C REFER TO THIRD LEVEL RCP SL O P E +/- 7'-7" A.F.F. NO CHANGE GWB SL O P E SD SD SD SD COCO CO SL O P E OUTLINE OF SLOPED ROOF ABOVE OUTLINE OF SLOPED ROOF ABOVE SL O P E SL O P E SL O P E SL O P E OUTLINE OF FLAT WOOD SOFFIT ABOVEOUTLINE OF FURNITURE DASHED FOR REFERENCE OSCAR'S BEDROOM 204 HUGO'S BEDROOM 205 HUGO'S BATHROOM 206 MILO'S BEDROOM 201 MILO'S BATHROOM 202 OSCAR'S BATHROOM 203 HALL 200 OUTLINE OF LOFT ABOVE +/- 7'-7" A.F.F. GWB SL O P E 1 A4.2 1 A4.1 +/- 7'-7" A.F.F. NO CHANGE GWB +/- 7'-7" A.F.F. NO CHANGE GWB +/- 7'-7" A.F.F. NO CHANGE GWB +/- 7'-7" A.F.F. NO CHANGE GWB +/- 7'-7" A.F.F. TILE. RE: INTS FOR FINISH ELEV. +/- 7'-7" A.F.F. GWB F & M A R C H I T E C T S © C O P Y R I G H T 2 0 1 7 F& M A r c h i t e c t s , L L C PO B o x 6 7 6 2 1 5 K e a r n s R d . S n o w m a s s V i l l a g e , C O 8 1 6 1 5 i n f o @ f a n d m a r c h i t e c t s . c o m 9 7 0 . 9 8 7 . 2 7 0 7 SHEET NO. DRAWING: JOB NO. 1/ 1 7 / 2 0 2 3 1 2 : 0 9 : 5 9 P M A7.5 22001 PROPOSED SECOND LEVEL RCP 14 4 0 R E D B U T T E 14 4 0 R E D B U T T E D R I V E AS P E N , C O Issue Date RCP NOTES 1. EXISTING CEILING HEIGHTS TO REMAIN, U.N.O. G.C. TO VERIFY ALL EXISTING CEILING HEIGHTS IN FIELD PRIOR TO ORDER OF LIGHT FIXTURES. 2. G.C. TO INSTALL SMOKE ALARMS PER NFPA 72 REQUIREMENTS PER IRC R314. G.C. TO COORDINATE FINAL LOCATIONS IN FIELD WITH LIGHTING DESIGN/LAYOUT. G.C. TO PROVIDE ARCHITECT WITH SHOP DRAWINGS FOR REVIEW PRIOR TO INSTALLATION. 3. G.C. TO INSTALL CARBON MONOXIDE DETECTORS (CO) PER AFPD REQUIREMENTS. G.C. TO COORDINATE FINAL LOCATIONS IN FIELD WITH LIGHTING DESIGN/LAYOUT. 4. REFER TO LIGHTING DESIGN DOCUMENTS FOR LIGHT FIXTURE LOCATION AND SPECIFICATIONS. 5. REFER TO INTERIOR DESIGNER'S FINISH SCHEDULE FOR FINAL CEILING FINISH. 6. 'INTERIORS' OR 'INT.' REFERS TO INTERIOR DESIGNER. 7. ILLUMINATE STAIRS PER R303.7. MINIMUM OF 75% OF PERMANENTLY INSTALLED FIXTURES TO CONTAIN HIGH EFFICACY LAMPS PER IEEC 404.1. 8. FIRE SPRINKLER PLAN WILL BE A DEFERRED SUBMITTAL ONCE THE MASTER PERMIT IS ISSUED. FIRE SPRINKLERS ARE TO BE INSTALLED WITH THIS PERMIT. NORTH 1/4" = 1'-0" 1 PROPOSED SECOND LEVEL RCP ISSUE: DATE: PERMIT 04/04/22 DRAFT STREAM MARGIN 11/04/22 B B A A F F H H I I 3 3 2 2 1 1 4 4 7 7 E E G G D D 5 5 6 6 8 8 C C SL O P E SL O P E SL O P E SL O P E SL O P E SL O P E SL O P E SL O P E SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SL O P E +/-7'-8 3/4" A.F.F. V.I.F. NO CHANGE SL O P E +/-8'-0" A.F.F. V.I.F. NO CHANGE +/-8'-0" A.F.F. V.I.F. NO CHANGE (E) RIDGE BEAM TO REMAIN +/-8'-0" A.F.F. V.I.F. NO CHANGE SL O P E SL O P E SLOPE SLOPE SL O P E +/-8'-0" A.F.F. V.I.F. NO CHANGE EXISTING TRUSSES TO REMAIN OUTLINE OF SOFFIT ABOVE EXISTING RIDGE BEAM TO REMAIN OUTLINE OF ROOF ABOVE SD SD CO OUTLINE OF FURNITURE DASHED FOR REFERENCE SL O P E MAIN BEDROOM 301 GYM 302 HIS CLOSET 303 HER CLOSET 304 MAIN BATHROOM 305 LIVING 400 BEDROOM 401 BATH 402 CLOSET 403 OUTLINE OF SKYLIGHT OPENINGS LOFT SD CO +/-8'-0" A.F.F. V.I.F. NO CHANGE LAUNDRY 308 OUTLINE OF STAIRS DASHED FOR REFERENCE (E) TRUSS TO REMAIN (E) TRUSS TO REMAIN (E ) T R U S S T O R E M A I N (E ) T R U S S T O R E M A I N (E ) T R U S S T O R E M A I N (E ) T R U S S T O R E M A I N (E ) T R U S S T O R E M A I N (E ) T R U S S T O R E M A I N (E ) T R U S S T O R E M A I N (E ) T R U S S T O R E M A I N SL O P E SL O P E SL O P E OUTLINE OF FURNITURE DASHED FOR REFERENCE 1 A4.2 1 A4.1 OUTLINE OF SLOPED ROOF ABOVE OUTLINE OF EXPOSED RAFTERS, TYP. OUTLINE OF GUTTER, TYP. F & M A R C H I T E C T S © C O P Y R I G H T 2 0 1 7 F& M A r c h i t e c t s , L L C PO B o x 6 7 6 2 1 5 K e a r n s R d . S n o w m a s s V i l l a g e , C O 8 1 6 1 5 i n f o @ f a n d m a r c h i t e c t s . c o m 9 7 0 . 9 8 7 . 2 7 0 7 SHEET NO. DRAWING: JOB NO. 1/ 1 7 / 2 0 2 3 1 2 : 1 0 : 0 1 P M A7.6 22001 PROPOSED THIRD LEVEL RCP 14 4 0 R E D B U T T E 14 4 0 R E D B U T T E D R I V E AS P E N , C O Issue Date RCP NOTES 1. EXISTING CEILING HEIGHTS TO REMAIN, U.N.O. G.C. TO VERIFY ALL EXISTING CEILING HEIGHTS IN FIELD PRIOR TO ORDER OF LIGHT FIXTURES. 2. G.C. TO INSTALL SMOKE ALARMS PER NFPA 72 REQUIREMENTS PER IRC R314. G.C. TO COORDINATE FINAL LOCATIONS IN FIELD WITH LIGHTING DESIGN/LAYOUT. G.C. TO PROVIDE ARCHITECT WITH SHOP DRAWINGS FOR REVIEW PRIOR TO INSTALLATION. 3. G.C. TO INSTALL CARBON MONOXIDE DETECTORS (CO) PER AFPD REQUIREMENTS. G.C. TO COORDINATE FINAL LOCATIONS IN FIELD WITH LIGHTING DESIGN/LAYOUT. 4. REFER TO LIGHTING DESIGN DOCUMENTS FOR LIGHT FIXTURE LOCATION AND SPECIFICATIONS. 5. REFER TO INTERIOR DESIGNER'S FINISH SCHEDULE FOR FINAL CEILING FINISH. 6. 'INTERIORS' OR 'INT.' REFERS TO INTERIOR DESIGNER. 7. ILLUMINATE STAIRS PER R303.7. MINIMUM OF 75% OF PERMANENTLY INSTALLED FIXTURES TO CONTAIN HIGH EFFICACY LAMPS PER IEEC 404.1. 8. FIRE SPRINKLER PLAN WILL BE A DEFERRED SUBMITTAL ONCE THE MASTER PERMIT IS ISSUED. FIRE SPRINKLERS ARE TO BE INSTALLED WITH THIS PERMIT. 1/4" = 1'-0" 1 PROPOSED THIRD LEVEL RCP NORTH ISSUE: DATE: PERMIT 04/04/22 DRAFT STREAM MARGIN 11/04/22 A6 C5 2' - 8 " 2' - 8 " 3' - 8 " 6' - 6" 2' - 2"2' - 2"2' - 2" 2' - 1 1 3 / 8 " 3' - 0 " 3' - 0 5 / 8 " 6' - 0 5 / 8 " 2' - 2"2' - 2"2' - 2" 6' - 6" EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ 8' - 0 " 1' - 0 " 1' - 0 " 1' - 3 7 / 8 " B3 EQ EQ EQ EQ T.O. PLY @ MAIN FLOOR 100'-0" A4 A5 4' - 9 1/2"6"4' - 9 1/2" 2' - 4 3/4"2' - 4 3/4" 8' - 0 " 2' - 8 " 2' - 8 " 2' - 8 " 1' - 0 " 2' - 4 3/4"2' - 4 3/4" EQ EQ EQ EQ EQ EQ EQEQ EQ EQ EQEQ EQ EQ 8' - 0 " 1' - 0 " A14 3' - 0" EQ EQ 2' - 8 " 2' - 8 " 2' - 8 " EQ EQ EQ EQ EQ EQ 8' - 0 " A15 3' - 0" EQ EQ EQ EQ EQ EQ EQ EQ 8' - 0 " 2' - 8 " 2' - 8 " 2' - 8 " 0" 8' - 0 " T.O. PLY @ MAIN FLOOR 100'-0" A19A18 6' - 6"6 1/2"6' - 6" 2' - 2"2' - 2"2' - 2" 3' - 6 " 3' - 9 1 / 2 " 7' - 3 1 / 2 " 2' - 2"2' - 2"2' - 2" E EQ EQ EQEQ EQ EQ EQ EQ EQEQ EQ EQ EQ EQ 4' - 9 3 / 4 " T.O. PLY @ THIRD FLOOR 110'-3 7/8" C11 C12 C13 2' - 5 1 / 4 " 9' - 0"3' - 0" 3' - 0"3' - 0"3' - 0" 2' - 5 3 / 8 " EQ EQEQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQEQ 3' - 0 3 / 4 " T.O. PLY @ UPPER THIRD FLOOR 113'-5 5/8" T.O. PLY @ THIRD FLOOR 110'-3 7/8" C1 3' - 0 " 3' - 0 " 6' - 0" 3' - 0"3' - 0" EQEQ EQ EQ EQ EQ EQ EQ T.O. PLY @ UPPER THIRD FLOOR 113'-5 5/8" F & M A R C H I T E C T S © C O P Y R I G H T 2 0 1 7 F& M A r c h i t e c t s , L L C PO B o x 6 7 6 2 1 5 K e a r n s R d . S n o w m a s s V i l l a g e , C O 8 1 6 1 5 i n f o @ f a n d m a r c h i t e c t s . c o m 9 7 0 . 9 8 7 . 2 7 0 7 SHEET NO. DRAWING: JOB NO. 1/ 1 7 / 2 0 2 3 1 2 : 1 0 : 0 4 P M A10.1 22001 DOOR & WINDOW SCHEDULES 14 4 0 R E D B U T T E 14 4 0 R E D B U T T E D R I V E AS P E N , C O Issue Date GENERAL WINDOW NOTES: 1. ALL EXISTING WINDOWS ARE TO BE REPLACED, TYP. G.C. TO V.I.F. ALL EXISTING WINDOW SIZES, LOCATIONS, AND OPENINGS PRIOR TO ORDER AND INSTALLATION. 2. ALL OVERALL DIMENSIONS ARE FRAME DIMENSIONS 3. WINDOW MANUFACTURER TO PROVIDE TEMPERED GLASS PER CODE. 4. ALL OPERABLE WINDOWS TO HAVE SCREENS. ALL OPERABLE WINDOWS 8'-0" ABOVE FINISH FLOOR TO RECEIVE MOTORS. 5. WINDOWS AT WET AREAS TO RECEIVE MARINE GRADE SEALANT ON INTERIOR. 6. ALL WINDOWS TO HAVE A MAXIMUM U-VALUE OF 0.28. 7. ALL NEW AND MODIFIED EXISTING WINDOWS ARE TO COMPLY WITH SECTION 1015.8. 8. ALL SKYLIGHTS TO HAVE A MAXIUMUM U-VALUE OF 0.55. 9. SILL HEIGHT IS MEASURED ABOVE FINISH FLOOR. 10. G.C. TO VERIFY ALL ROOF SLOPES IN THE FIELD AND CONFIRM T.O. PLATES PRIOR TO ORDERING WINDOWS. G.C. TO NOTIFY ARCHITECT OF DISCREPANCIES IN THE FIELD THAT AFFECT WINDOW SHAPES AND/OR SIZE AND LOCATION. 11. REFER TO ELEVATIONS FOR EGRESS WINDOW LOCATIONS. GENERAL DOOR NOTES: 1. ALL EXTERIOR DOORS TO HAVE SCREENS. 2. ALL OVERALL DIMENSIONS ARE FRAME DIMENSIONS. 3. G.C. AND MANUFACTURER TO PROVIDE TEMPERED GLASS PER CODE. 4. REFERENCE INTERIORS FOR INTERIOR DOOR FINISH. 5. ALL EXISTING DOORS ARE TO BE REPLACED, TYP. 6. NEW DOOR 302A TO USE (E) CONTINUOUS HEADER. G.C. TO V.I.F. 7. G.C. TO V.I.F. HEADER LOCATIONS IN (E) WALLS WHERE NEW SLIDING DOORS ARE SHOWN. PROPOSED WINDOW SCHEDULE WINDOW OPERATION REMARKSNUMBER SIZE WIDTH HEIGHT A1 2'-6" 2'-8" FIXED RE: WINDOW ELEVATION A2 2'-6" 2'-8" FIXED RE: WINDOW ELEVATION A3 2'-6" 2'-8" CASEMENT 2X2 GRID FOR MUNTINS A4 2'-4 3/4" 2'-8" AWNING AWNING LOWER/FIXED/AWNING UPPER. RE: ELEVATION A5 2'-4 3/4" 2'-8" AWNING AWNING LOWER/FIXED/AWNING UPPER. RE: ELEVATION A6 2'-2" 2'-8" FIXED RE: WINDOW ELEVATION A7 2'-8" 3'-0" AWNING 2X2 GRID FOR MUNTINS. RE: WINDOW ELEVATION A8 2'-8" 3'-0" AWNING 2X2 GRID FOR MUNTINS. RE: WINDOW ELEVATION A9 2'-8" 3'-0" AWNING 2X2 GRID FOR MUNTINS. RE: WINDOW ELEVATION A10 2'-8" 3'-0" AWNING 2X2 GRID FOR MUNTINS. RE: WINDOW ELEVATION A11 2'-8" 3'-0" AWNING 2X2 GRID FOR MUNTINS. RE: WINDOW ELEVATION A12 2'-8" 3'-0" AWNING 2X2 GRID FOR MUNTINS. RE: WINDOW ELEVATION A13 2'-6" 4'-0" CASEMENT 2X2 GRID FOR MUNTINS A14 3'-0" 2'-8" AWNING AWNING LOWER/FIXED/AWNING UPPER. RE: ELEVATION A15 3'-0" 2'-8" AWNING A16 5'-0" 4'-0" DOUBLE CASEMENT 2X2 GRID FOR MUNTINS. G.C. TO VERIFY WINDOW SIZES AND HEAD HEIGHTS IN FIELD, TYP. A17 5'-0" 4'-0" DOUBLE CASEMENT 2X2 GRID FOR MUNTINS. G.C. TO VERIFY WINDOW SIZES AND HEAD HEIGHTS IN FIELD, TYP. A18 6'-6" 3'-9 1/2" CASEMENT/FIXED/CASEMENT G.C. TO VERIFY WINDOW SIZES AND HEAD HEIGHTS IN FIELD, TYP. A19 6'-6" 3'-9 1/2" CASEMENT/FIXED/CASEMENT EGRESS + G.C. TO VERIFY WINDOW HEAD HEIGHTS IN FIELD A20 2'-6" 4'-2" FIXED 2X2 GRID FOR MUNTINS A21 2'-6" 4'-2" FIXED 2X2 GRID FOR MUNTINS A22 3'-0" 4'-0" CASEMENT 2X2 GRID FOR MUNTINS B1 6'-0" 4'-0" DOUBLE CASEMENT 2X2 GRID FOR MUNTINS. EGRESS B2 6'-0" 4'-0" DOUBLE CASEMENT 2X2 GRID FOR MUNTINS. EGRESS B3 2'-2" 3'-0" FIXED B4 2'-0" 2'-0" CASEMENT 2X2 GRID FOR MUNTINS B5 5'-0" 5'-0" DOUBLE CASEMENT 3 EQ PANES W/ MUNTINS. EGRESS C1 6'-0" 3'-0" CASEMENT/FIXED ABOVE RE: WINDOW ELEVATION FOR WINDOW SIZE C2 5'-0" 2'-0" FIXED 2X2 GRIDS FOR MUNTINS. G.C. TO VERIFY WINDOW SIZES AND HEAD HEIGHTS IN FIELD, TYP. C3 5'-0" 2'-0" FIXED 2X2 GRIDS FOR MUNTINS. G.C. TO VERIFY WINDOW SIZES AND HEAD HEIGHTS IN FIELD, TYP. C4 5'-0" 2'-0" FIXED 2X2 GRIDS FOR MUNTINS. G.C. TO VERIFY WINDOW SIZES AND HEAD HEIGHTS IN FIELD, TYP. C5 2'-2" 3'-0" FIXED G.C. TO VERIFY WINDOW SIZES AND HEAD HEIGHTS IN FIELD, TYP. C6 5'-0" 2'-0" FIXED 2X2 GRIDS FOR MUNTINS. G.C. TO VERIFY WINDOW SIZES AND HEAD HEIGHTS IN FIELD, TYP. C7 5'-0" 2'-0" FIXED 2X2 GRIDS FOR MUNTINS. G.C. TO VERIFY WINDOW SIZES AND HEAD HEIGHTS IN FIELD, TYP. C8 5'-0" 2'-0" FIXED 2X2 GRIDS FOR MUNTINS. G.C. TO VERIFY WINDOW SIZES AND HEAD HEIGHTS IN FIELD, TYP. C9 6'-0" 3'-0" DOUBLE CASEMENT 2X2 GRID FOR MUNTINS. G.C. TO VERIFY WINDOW SIZES AND HEAD HEIGHTS IN FIELD, TYP. C10 3'-0" 3'-0" FIXED 2X2 GRIDS FOR MUNTINS. C11 3'-0" 5'-0" CASEMENT C12 3'-0" 2'-6" FIXED 2X2 GRID FOR MUNTINS C13 3'-0" 5'-0" CASEMENT C14 3'-0" 5'-0" FIXED G.C. TO VERIFY WINDOW SIZES AND HEAD HEIGHTS IN FIELD, TYP. C15 3'-0" 5'-0" FIXED G.C. TO VERIFY WINDOW SIZES AND HEAD HEIGHTS IN FIELD, TYP. D1 4'-3 1/8" 4'-3 1/8" FIXED SKYLIGHT. MAX. U-VALUE OF 0.55 D2 2'-3 1/8" 4'-3 1/8" FIXED SKYLIGHT. MAX. U-VALUE OF 0.55 D3 2'-3 1/8" 4'-3 1/8" FIXED SKYLIGHT. MAX. U-VALUE OF 0.55 PROPOSED EXTERIOR DOOR SCHEDULE NUMBER SIZE OPERATION REMARKSWidth HEIGHT 001 A 16'-0" 7'-0" OVERHEAD GARAGE DOOR. OWNER TO CONFIRM DOOR FINISH 007 A 9'-0" 7'-0" OVERHEAD GARAGE DOOR. OWNER TO CONFIRM DOOR FINISH 100 A 4'-0" 8'-0" SWING GLASS DOOR TO BE MULLED W/ ADJACENT WINDOWS. RE: WDW ELEVATION 103 A 15'-11" 8'-11 1/2" MULTI-SLIDE STACKING 6-PANEL SLIDER 105 A 21'-11" 7'-11 1/2" MULTI-SLIDE STACKING 6-PANEL SLIDER. 3X3 GRID FOR MUNTINS EACH PANEL 301 C 10'-0" 7'-8" MULTI-SLIDE DUAL STACKING 4-PANEL SLIDER. CENTER OPENING. 302 A 8'-8" 7'-4" SLIDING 2-PANEL SLIDER. 2X3 GRID FOR MUNTINS 305 E 3'-0" 8'-0" PROPOSED INTERIOR DOOR SCHEDULE NUMBER ROOM NAME SIZE JAMB EXTENSION DOOR FINISH OPERATION COMMENTSWIDTH HEIGHT 001 C STORAGE 2'-6" 6'-8" STANDARD JAMB FLAT PANEL DOOR. PAINT GRADE. SWING FIRE RATED 002 A MUDROOM 3'-0" 6'-8" 9-1/2"SWING 004 A FAMILY ROOM 3'-0" 6'-8" 10"POCKET 004 B FAMILY ROOM 3'-0" 6'-8" 10-1/4"SWING 006 A BATHROOM 2'-6" 6'-8" 11"SWING 101 A POWDER 3'-0" 7'-8" 13'1/2"SWING 102 A POWDER 2'-6" 6'-8"SWING 200 A HALL 2'-6" 6'-8" 7-1/2"SWING 200 B HALL 2'-6" 6'-8" 7-1/2"SWING 200 C HALL 2'-6" 6'-8" 7-1/2"SWING 200 D MILO'S BATHROOM 2'-8" 6'-8" 7-1/2"SWING 203 A OSCAR'S BATHROOM 2'-8" 6'-8" 9-1/2"SWING 206 A HUGO'S BATHROOM 2'-6" 6'-8" 7-1/2"SWING 206 B HUGO'S BATHROOM 2'-6" 6'-8"SWING 301 A MAIN BEDROOM 3'-0" 6'-8" 7-1/2"SWING 301 B HALL 2'-6" 7'-8" 7-1/2"SWING 302 B GYM 3'-0" 7'-8" 7-1/2"SWING 305 A MASTER BATHROOM 2'-6" 8'-0"POCKET 305 B MASTER BATHROOM 2'-6" 8'-0"POCKET 305 C MASTER BATHROOM 7'-0" 7'-5"DOUBLE SLIDER GLASS DOOR TO MATCH EXTERIOR SLIDING DOORS 305 D MASTER BATHROOM 2'-6" 7'-8"SWING 308 A LAUNDRY 3'-0" 7'-8" 7-1/2"SWING 400 B SAWYER'S BEDROOM 3'-6" 6'-8"BIFOLD 400 C SAWYER'S BEDROOM 2'-6" 6'-8"SWING 402 A BATH 402 2'-6" 6'-8"SWING ISSUE: DATE: PERMIT 04/04/22 105 A 22' - 0" 3' - 8 11/16"EQ EQ EQ EQ 3' - 8 3/16" EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ T.O. PLY @ MAIN FLOOR 100'-0" 100 A 5' - 0"4' - 0"5' - 0" 2' - 6"2' - 6"2' - 6"2' - 6" 8' - 0 " 2' - 8 " 2' - 8 " 2' - 8 " 2' - 8 " 2' - 8 " 2' - 8 " A1 A2 EQ EQ EQEQ EQEQ EQ EQ EQ EQ ALIGN MULLIONS ON DOOR W/ WINDOWS 2' - 8 " 2' - 8 " 2' - 8 " EQEQEQEQ EQ EQ EQ EQ EQ EQ 14' - 0" T.O. PLY @ THIRD FLOOR 110'-3 7/8" 301 C 10' - 0" 5' - 0"5' - 0" EQ EQ EQ EQEQEQEQ T.O. PLY @ UPPER THIRD FLOOR 113'-5 5/8" T.O. PLY @ THIRD FLOOR 110'-3 7/8" 302 A EQEQ EQEQ EQ EQ EQ 8' - 8" 4' - 4"4' - 4" T.O. PLY @ UPPER THIRD FLOOR 113'-5 5/8" 103 A 1' - 0 " 9' - 0 " EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ 16' - 0" 2' - 8 11/16"EQ EQ EQ EQ 2' - 8 3/16" F & M A R C H I T E C T S © C O P Y R I G H T 2 0 1 7 F& M A r c h i t e c t s , L L C PO B o x 6 7 6 2 1 5 K e a r n s R d . S n o w m a s s V i l l a g e , C O 8 1 6 1 5 i n f o @ f a n d m a r c h i t e c t s . c o m 9 7 0 . 9 8 7 . 2 7 0 7 SHEET NO. DRAWING: JOB NO. 1/ 1 7 / 2 0 2 3 1 2 : 1 0 : 0 6 P M A10.2 22001 WINDOW ELEVATIONS 14 4 0 R E D B U T T E 14 4 0 R E D B U T T E D R I V E AS P E N , C O Issue Date ISSUE: DATE: WS WS WS WS WS WS WS WS WS WS 77 2 6 7 7 2 5 7 7 2 4 77 2 3 7721 7 7 2 0 77 2 5 772 6 772 5 7 7 2 7 772 6 77 2 6 7 7 2 6 7 7 2 4 7723 7 7 2 6 772 3 772 4 7 7 2 5 7 7 2 3 7 7 2 2 7723 7722 7 7 2 1 77 2 0 7 7 1 5 7 7 2 2 7 7 2 3 7 7 2 4 77 2 4 77 2 6 7 7 2 7 7 7 2 8 772 5 772 6 772 7 7725 7 7 2 4 77 2 2 7 7 2 3 7 7 2 2 77 2 3 7 7 2 1 7 7 2 2 Proposed Garage Auto Court Stormwater Detention Basin Spa Patio Parking Area Driveway 1440 Red Butte Main Residence To Be Remodeled Mean High Water Line Top Of Bank 15' Top Of Bank Setback Zone AE Floodway 100 Year Floodplain Zone X Floodway 500 Year Floodplain 100' Stream Setback Utility Easement Roaring Fork River Red Butte Drive Property Line Utility Easement Utility Easement Building Setback Site Design Notes 1.The design is based on the best available information. This includes but is not limited to site conditions, features and structures, and topographical information. Crystal River Civil is assuming no responsibility for the accuracy of site information. 2.If any discrepancies or inaccurate information is found within Crystal River Civils' documents, the affected work should be temporarily put on hold. Contact CRC to verify a solution and hold all work until the necessary alterations have been made. 3.No field changes are to occur without written approval of the engineer. If changes are requested and approved, Crystal River Civil will review the change and respond accordingly. Construction Notes 1.All work completed on this project must meet standards set by the project's jurisdictions. This includes but is not limited to HOA standards, city/town standards, county standards, and/or state standards. 2.The contractor is required to have a copy of current and approved construction plans. Any standards and specifications necessary for the work must be on site for the duration of the project as well. 3.All work must be completed to horizontal and vertical information shown on the plans. If any changes have occurred, Crystal River Civil must verify the alterations prior to receiving approval of completion. 4.Construction staking of horizontal and vertical layout is the responsibility of the Contractor. If additional documents, site visits for verification, or alterations are necessary, Crystal River Civil can be hired for construction administration for additional services. 5.Property lines, monuments, benchmarks, survey control, and additional historic survey information cannot be removed and cannot be removed for construction. Disturbed survey items are the responsibility of the contractor and must be restored by a state of Colorado licensed land surveyor. 6.Work and storage areas must be maintained only onsite. Project construction in Right-Of-Ways, public space, and private property must be approved in writing by the necessary jurisdiction or individual. 7.Limits of disturbance, tree protection, and slope protection defined within the plans must be met. Disturbances outside of these extents may require alterations to the design and has implications that are the responsibility of the contractor. If damage shall occur outside of these areas, the site conditions shall be restored to their original state. 8.If applicable and a tree removal plan has been developed for the project, it is the responsibility of the contractor to meet the proposed conditions by the approved document. The contractor must not damage, trim, or remove trees and or bushes that are not approved for modification by the tree removal plan. Approval for proceeding with additional tree removal must be approved by Crystal River Civil, the landscape architect, the owner, and/or any stakeholders. 9.The Contractor is responsible for removal of waste created onsite from construction. Waste material that does not meet the requirements for cannot be used for backfilling on the project and must be exported from the site. 10.All materials requiring compaction must meet CDOT and/or ASTM Standards. 11.If traffic control is needed for the project, it is the responsibility of the contractor to obtain and implement an approved traffic control plan. Street access must be provided to the public within the Right-Of-Way - Any obstruction to general traffic flow must be mitigated for. Pedestrian access must be always provided, and traffic entering and leaving the project site is to be observed by the contractor. 12.Dust mitigation must be provided by the contractor as necessary. Water shall be used as a dust palliative where and when required. Sweeping and cleaning streets and sidewalks during the construction will be directed by the affected jurisdictions and performed as necessary by the contractor. Utility Notes 1.Utilities shown on these plans have been located and documented by the surveyor. 2.Existing utilities must be verified on the site prior to construction. The contractor must protect and maintain these existing utilities throughout construction. If any damages occur to existing utility lines, it is the responsibility of the contractor to coordinate with the utility provider replace and repair the utilities as necessary. 3.The contractor must notify the utility providers a minimum of 3 days prior to any work completed. Coordination with the utility providers is the responsibility of the contractor. 4.All utility work completed by the contractor must be installed as per the utility providers' standards and requirements. Inspections must be performed by utility providers as deemed necessary by the corresponding standards. It is the responsibility of the contractor to organize these inspections. 5.If any shallow utilities, including communication and telephone services and lines, are exposed, and temporarily altered for construction, the reinstallation of these utilities must conform with the utility providers standards. 6.Uncovered gas lines must be temporarily contained with 18 inches backfill to minimize exposure. 7.Stormwater infrastructure must pe protected by the contractor as shown in the Erosion Control Plan. During construction, additional stormwater management may be necessary during specific construction procedures and is the responsibility of the contractor. XC XC C C C XFO XFO FO FO << FD FD XG XG G G G XSS XSS SS SS XUE XUE UE UE XOE XOE OE OE XT XT T T T XW XW W W W XWS XWS WS WS Abbreviations: ASTM American Society of Testing and Materials Avg Average Bldg Building BM Benchmark BMP Best Management Practices BOW Bottom of Wall Con Concrete Demo Demolition Dia or Ø Diameter Dim Dimension El or Elev Elevation Ex Existing FFE Finished Floor Elevation FL Flow Line Ft Foot or Feet Gal Gallons Horiz Horizontal Hp High Point Inv Invert LF Linear Feet LP Low Point Max Maximum Min Minimum NTS Not To Scale Off Offset PC Point of Horizontal Tangency PCC Point of Compound Curve Perf Perforated PI Point of Horizontal Tangency Prop Proposed PVC Polyvinyl Chloride Pipe Q Flow Rate RCP Reinforced Concrete Pipe ROW Right-Of-Way SF Square Feet Sta Station SY Square Yard TD Trench Drain Legend Existing Communications Line Proposed Easement Line Edge of Pavement Edge of Gravel Edge of Water Fiber Optic Line Flow Line Foundation Drain Gas Line Gutter Flow Line / Break Line Major Contour Line Minor Contour Line Property Line Sanitary Sewer Line Storm Drain Line Concrete / Sidewalk / Patio Underground Electric Line Overhead Electric Line Telephone Line Water Line Water Service Line TOW Top of Wall XRW XRW RW RWRaw Water Line Drawing Scale Units (Feet) 1" = 20' 0 20 40 N S W E C.01 Title And Notes Of 7 Pages 01 St r e a m M a r g i n R e v i e w C o o r d i n a t i o n 12 . 1 6 . 2 0 2 2 JK E # De s c r i p t i o n Da t e Dr a w n B y 14 4 0 R e d B u t t e D r i v e As p e n , C o l o r a d o 8 1 6 1 1 1101 Village Road, Unit UL-4C Carbondale, CO 81623 (970) 510 - 5312 VJ T Re v i e w e d B y Not For Construction Job #: 22.61 1440 Red Butte Drive Aspen, Colorado 81612 Vicinity Map Not To Scale Sheet List Table Sheet Number Sheet Title C.01 Title And Notes C.02 Existing Conditions C.03 Utilities C.04 Storm System Layout C.05 Storm System Profiles C.06 Driveway Plan and Profile C.07 Grading and Drainage Of 7 Pages 01 St r e a m M a r g i n R e v i e w C o o r d i n a t i o n 12 . 1 6 . 2 0 2 2 JK E # De s c r i p t i o n Da t e Dr a w n B y 14 4 0 R e d B u t t e D r i v e As p e n , C o l o r a d o 8 1 6 1 1 1101 Village Road, Unit UL-4C Carbondale, CO 81623 (970) 510 - 5312 VJ T Re v i e w e d B y Not For Construction Job #: 22.61 C.02 Existing Conditions Drawing Scale Units (Feet) 1" = 20' 0 20 40 SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G 77 2 6 7 7 2 5 7 7 2 4 77 2 3 7721 7 7 2 0 77 2 5 772 6 772 5 7 7 2 7 772 6 77 2 6 7 7 2 6 7 7 2 4 7723 7 7 2 6 772 3 772 4 7 7 2 5 7 7 2 3 7 7 2 2 7723 7722 7 7 2 1 77 2 0 7 7 1 5 7 7 2 2 7 7 2 3 7 7 2 4 77 2 4 77 2 6 7 7 2 7 7 7 2 8 772 5 772 6 77 2 7 7725 7 7 2 4 77 2 2 7 7 2 3 7 7 2 2 77 2 3 7 7 2 1 7 7 2 2 Abandon Existing Water Service And Well Pump Electric Service 105 Linear Feet Realign Water and Electric Service To Well Water: 1" Type K Copper Electric: 2" Conduit 120 Linear Feet Abandon Existing Electric Service Conduit 120 Linear Feet Realign Electric Service Conduit 115 Linear Feet Proposed Gas Service Line Size and Material To Be Coordinated with Black Hills Energy 160 Linear Feet Existing Gas Line To Be Abandoned As Per Black Hills Energy Specs Existing Sewer Service To Be Abandoned As Per Aspen Consolidated Sanitation District 148 Linear Feet Existing Sewer Wye To Be Abandoned As Per Aspen Consolidated Sanitation District Utilize Existing Offsite Transformer Not Shown on Survey Proposed Gas Service As Per Black Hills Energy Standards 160 Linear Feet Install 2-Way Cleanout Within 5' Of Structure 45° Pipe Bend 45° Pipe Bend With 2-Way Cleanout 22.5° Pipe Bend Proposed Sanitary Service 2" SCH-40 Pressurized Pipe 174 Linear Feet Proposed Sanitary Wye As Per Aspen Consolidated Sanitation District Existing Well To Be Maintained Top Of Bank 15' Top Of Bank Setback Zone AE Floodway 100 Year Floodplain Zone X Floodway 500 Year Floodplain 100' Stream Setback Utility Easement Roaring Fork River Red Butte Drive Property Line Utility Easement Utility Easement Building Setback Existing Telecomm Services to Remain Drawing Scale Units (Feet) 1" = 10' 0 10 20 N S W E C.03 Utilities Of 7 Pages 01 St r e a m M a r g i n R e v i e w C o o r d i n a t i o n 12 . 1 6 . 2 0 2 2 JK E # De s c r i p t i o n Da t e Dr a w n B y 14 4 0 R e d B u t t e D r i v e As p e n , C o l o r a d o 8 1 6 1 1 1101 Village Road, Unit UL-4C Carbondale, CO 81623 (970) 510 - 5312 VJ T Re v i e w e d B y Not For Construction Job #: 22.61 7 7 2 6 7 7 2 4 7723 772 3 772 4 7 7 2 5 7 7 2 3 7 7 2 2 7723 7722 7 7 2 1 77 2 0 7 7 1 5 7 7 2 2 7 7 2 3 7 7 2 4 77 2 4 7 7 2 4 7 7 2 3 7 7 2 2 77 2 3 7 7 2 1 7 7 2 2 0 00 1 0 0 1 06 PI: 0+04.67 PI: 0+86.64 PI: 0+94.10 Start Pipe Network A STA:0+00.00 N:5016.10 E:5205.21 End Pipe Network A STA:1+06.06 N:5095.11 E:5158.84 0 00 0 68 PI: 0+13.88 PI: 0+23.18 Start Pipe Network B STA:0+00.00 N:5011.06 E:5138.69 End Pipe Network B STA:0+68.07 N:5027.70 E:5191.51 0 00 0 87 PI: 0+09.11 PI: 0+47.58 PI: 0+58.85 PI: 0+67.90 PI: 0+82.44 Start Pipe Network C STA:0+00.00 N:5053.61 E:5086.21 End Pipe Network C STA:0+86.87 N:5087.55 E:5149.57 A1-Inlet Sta:0+02.87, Off:0.00 B1-Downspout Sta:0+00.00, Off:0.00 B2-Pipe Bend Sta:0+13.88, Off:0.00 C1-Downspout Sta:0+05.26, Off:0.00 B3-Pipe Bend Sta:0+23.18, Off:0.00 B4-Downspout Sta:0+34.24, Off:0.00 A2-Pipe Bend Sta:0+04.67, Off:0.00 A4-Downspout Tie Downspout Into Storm System Sta:0+45.96, Off:-27.41 L A4-Pipe Inv Out: 7723.16' A3-Pipe Tee Sta:0+19.02, Off:0.00 C2-Pipe Bend Sta:0+09.11, Off:0.00 C4-Downspout Sta:0+58.85, Off:0.00 A5-Pipe Tee Sta:0+45.96, Off:0.00 C3-Pipe Bend Sta:0+47.58, Off:0.00 A6-Downspout Tie Downspout Into Storm System Sta:0+63.80, Off:-5.77 L A6-Pipe Inv Out: 7722.37' A7-Pipe Tee Sta:0+63.81, Off:0.00 A10-Downspout Tie Downspout Into Storm System Sta:0+72.54, Off:-13.15 L A12-Pipe Inv Out: 7722.19' A8-Slot Drain 6 Inch Inlet Sta:0+71.24, Off:1.66 R Rim:7726.40' Sump:7721.63' A8-Pipe Inv Out: 7722.13' A9-Pipe Tee Sta:0+71.20, Off:0.00 C5-Pipe Bend Sta:0+67.90, Off:0.00 A11-Pipe Bend 45° PVC Fitting Sta:0+82.79, Off:-2.91 L A12-Pipe Inv In: 7721.90' A13-Pipe Inv Out: 7721.90' A12-Pipe Tee Sta:0+82.79, Off:0.00 A13-Slot Drain 6 Inch Inlet Sta:0+84.38, Off:1.66 R Rim:7722.78' Sump:7721.37' A15-Pipe Inv Out: 7721.87' A14-Pipe Tee Sta:0+84.38, Off:0.00 A15-Pipe Bend Sta:0+86.64, Off:0.00 C6-Pipe Bend Sta:0+82.44, Off:0.00 A16-Pipe Wye Sta:0+94.10, Off:0.00 A17-Daylight Sta:0+99.07, Off:0.00 L B4-Pipe A3-Pipe A5-Pipe A16-Pipe A17-Pipe A1-Pipe 1.80' Of 4" SDR-35 @ 1.50% A2-Pipe A4-Pipe 27.41' Of 4" SDR-35 @ 2.00% A7-Pipe A6-Pipe 5.77' Of 4" SDR-35 @ 2.00% A15-Pipe 1.66' Of 4" SDR-35 @ 2.00% A12-Pipe 14.49' Of 4" SDR-35 @ 2.00% A14-Pipe 1.59' Of 4" SDR-35 @ 2.00% A13-Pipe 2.91' Of 4" SDR-35 @ 2.00% A23-Pipe C1-Pipe C2-Pipe C3-Pipe C4-Pipe C5-Pipe A22-Pipe B1-Pipe B2-Pipe B3-Pipe A11-Pipe A8-Pipe 1.66' Of 4" SDR-35 @ 2.00% L5 L6 L7 L8 L9 L10 L11 L12 L13 L1 L2 L3 L4 Detention Basin Sized for Water Quality Capture Volume 130 Cubic Feet of Detention 2.5 Feet Deep Overflow Weir Elev:7722.50 4.00 1 3 . 0 0 Drawing Scale Units (Feet) 1" = 5' 0 5 10 N S W E C.04 Storm System Layout Of 7 Pages 01 St r e a m M a r g i n R e v i e w C o o r d i n a t i o n 12 . 1 6 . 2 0 2 2 JK E # De s c r i p t i o n Da t e Dr a w n B y 14 4 0 R e d B u t t e D r i v e As p e n , C o l o r a d o 8 1 6 1 1 1101 Village Road, Unit UL-4C Carbondale, CO 81623 (970) 510 - 5312 VJ T Re v i e w e d B y Not For Construction Job #: 22.61 Pipe Network A Profile Horizontal Scale: 1"=10' Vertical Scale: 1"=10' 7710 7720 7730 7710 7720 7730 0+20 EG 7 7 2 4 . 0 F G 7 7 2 4 . 8 8 0+40 EG 7 7 2 3 . 6 F G 7 7 2 5 . 3 0 0+60 EG 7 7 2 3 . 5 F G 7 7 2 6 . 4 3 0+80 EG 7 7 2 2 . 2 F G 7 7 2 2 . 8 2 1+00 EG 7 7 2 2 . 5 F G 7 7 2 0 . 0 0 A23-Pipe 4.97' Of 4" SDR-35 @ 2.00% A17-Daylight Daylight Pipe Into Detention Basin A23-Pipe Inv In: 7721.55' A17-Pipe 7.45' Of 4" SDR-35 @ 2.00% A16-Pipe Wye PVC Pipe Fitting Inv: 7721.65' A14-Pipe 1.59' Of 4" SDR-35 @ 2.00% A12-Pipe Tee PVC Pipe Fitting Inv: 7721.87' A1-Inlet 8" Nyloplast Drain Basin With Grated Lid and 6" Sump Rim:7724.54' Sump:7722.76' A1-Pipe Inv Out: 7723.26' A1-Pipe 1.80' Of 4" SDR-35 @ 1.50% A2-Pipe Bend 45° PVC Fitting Inv: 7723.23' A2-Pipe 14.35' Of 4" SDR-35 @ 1.50% A3-Pipe Tee PVC Pipe Fitting Inv: 7723.01' A3-Pipe 26.95' Of 4" SDR-35 @ 1.50% A5-Pipe Tee PVC Pipe Fitting Inv: 7722.61' A5-Pipe 17.85' Of 4" SDR-35 @ 2.00% A7-Pipe Tee PVC Pipe Fitting Inv: 7722.25' A7-Pipe 7.39' Of 4" SDR-35 @ 2.00% A14-Pipe Tee PVC Pipe Fitting Inv: 7721.84' A16-Pipe 2.26' Of 4" SDR-35 @ 2.00% A15-Pipe Bend 45° PVC Fitting Inv: 7721.80' A9-Pipe Tee PVC Pipe Fitting Inv: 7722.10' A11-Pipe 11.59' Of 4" SDR-35 @ 2.00% Pipe Network B Profile Horizontal Scale: 1"=10' Vertical Scale: 1"=10' 7720 7730 7720 7730 0+20 EG F G 0+40 EG F G 0+60 EG 7 7 2 4 . 0 F G 7 7 2 3 . 9 7 A3-Pipe Tee PVC Pipe Fitting Inv: 7723.01' B1-Downspout Tie Downspout Into Storm System Inv: 7724.03' B1-Pipe 13.88' Of 4" SDR-35 @ 1.50% B2-Pipe Bend 45° PVC Fitting Inv: 7723.82' B2-Pipe 9.30' Of 4" SDR-35 @ 1.50% B3-Pipe Bend 45° PVC Fitting Inv: 7723.68' B3-Pipe 11.06' Of 4" SDR-35 @ 1.50% B4-Downspout Tie Downspout Into Storm System Inv: 7723.52' B4-Pipe 33.83' Of 4" SDR-35 @ 1.50% Pipe Network C Profile Horizontal Scale: 1"=10' Vertical Scale: 1"=10' 7710 7720 7730 7710 7720 7730 0+20 EG 7 7 2 3 . 7 F G 7 7 2 3 . 6 8 0+40 EG 7 7 2 3 . 6 F G 7 7 2 3 . 6 1 0+60 EG 7 7 2 4 . 0 F G 7 7 2 3 . 9 8 0+80 EG 7 7 2 3 . 4 F G 7 7 2 3 . 4 1 A16-Pipe Wye PVC Pipe Fitting Inv: 7721.65' C1-Downspout Tie Downspout Into Storm System Inv: 7723.02' C1-Pipe 3.85' Of 4" SDR-35 @ 1.50% C2-Pipe Bend 45° PVC Fitting Inv: 7722.96' C2-Pipe 38.47' Of 4" SDR-35 @ 1.50% C3-Pipe Bend 45° PVC Fitting Inv: 7722.38' C3-Pipe 11.27' Of 4" SDR-35 @ 1.50% C4-Downspout Tie Downspout Into Storm System Inv: 7722.21' C4-Pipe 9.05' Of 4" SDR-35 @ 2.00% C5-Pipe Bend 90° PVC Fitting Inv: 7722.03' C5-Pipe 14.54' Of 4" SDR-35 @ 2.00% C6-Pipe Bend 45° PVC Fitting Inv: 7721.74' A22-Pipe 4.42' Of 4" SDR-35 @ 2.00% C.05 Storm System Profiles Of 7 Pages 01 St r e a m M a r g i n R e v i e w C o o r d i n a t i o n 12 . 1 6 . 2 0 2 2 JK E # De s c r i p t i o n Da t e Dr a w n B y 14 4 0 R e d B u t t e D r i v e As p e n , C o l o r a d o 8 1 6 1 1 1101 Village Road, Unit UL-4C Carbondale, CO 81623 (970) 510 - 5312 VJ T Re v i e w e d B y Not For Construction Job #: 22.61 0 00 1 0 0 1 77 PC: 0+51.01 PC: 1+23.40 PC: 0+90.66 PT: 0+66.63 PT: 1+56.88 PT: 1+19.87 Start Driveway STA:0+00.00 N:4928.95 E:4997.53 End Driveway STA:1+77.47 N:5050.74 E:5112.34 N50° 49' 47.06"E 20.59' N63° 09' 39.29"E 51.01' N44° 13' 24.57"E 24.03' N1° 00' 46.00"W 3.53' L=15.620 Δ=18.9374 R=47.258 L=33.478 Δ=51.8425 R=37.000 L=29.212 Δ=45.2363 R=37.000 7 7 2 6 7 7 2 5 7 7 2 4 7 7 2 3 7 7 2 1 7 7 2 0 3.8 : 1 3 . 0 : 1 2.5% 2.0% 2. 0 % 2 . 0 % 7.5% 772 5 7726 7725 7 7 2 7 7726 772 6 77 2 6 77 2 4 7 7 2 3 77 2 6 6.0 % 7 7 2 6 7 7 2 7 7 7 2 8 7725 7726 7727 3.0:1 7725 4.0% 2 . 0 % 3 . 0 : 1 7 7 2 4 7 7 2 2 7 7 2 3 77 2 2 772 3 7 7 2 1 7 7 2 2 2.0% 2 . 0 % 6 . 3 % 6.0% 2 . 0 % 2 . 0 % 2 . 0 % 12 . 0 0 Sta:0+20.57 Off:9.00'R Elev:7726.29 Sta:0+20.64 Off:9.00'L Elev:7726.21 Start Concrete Apron Sta:0+20.93 Off:0.00'R Elev:7726.22 End Concrete Apron Start Pervious Pavers Sta:0+25.50 Off:0.00'R Elev:7726.13 Sta:0+25.77 Off:6.00'R Elev:7726.14 Sta:0+25.82 Off:6.00'L Elev:7726.10 Sta:0+75.00 Off:6.00'L Elev:7725.48 Sta:0+80.78 Off:6.00'R Elev:7725.51 Sta:0+90.16 Off:7.50'R Elev:7725.69 Sta:0+96.62 Off:12.51'R Elev:7725.67 Sta:0+98.49 Off:15.28'R Elev:7725.62 Sta:1+06.16 Off:25.15'R Elev:7725.54 Sta:1+13.88 Off:35.65'R Elev:7725.42 Sta:1+24.60 Off:22.34'R Elev:7725.41 Sta:1+18.04 Off:14.10'R Elev:7725.62 Sta:1+19.75 Off:9.19'R Elev:7725.60 Sta:1+32.30 Off:13.08'R Elev:7725.22 Sta:1+36.99 Off:15.08'R Elev:7725.15 Sta:1+42.47 Off:16.65'R Elev:7725.11 Sta:1+69.99 Off:18.04'R Elev:7722.14 Sta:1+20.96 Off:6.02'L Elev:7725.74 Sta:1+28.92 Off:14.46'L Elev:7725.66 Sta:1+26.17 Off:18.50'L Elev:7725.56 Sta:1+30.54 Off:25.69'L Elev:7725.50 Sta:1+33.22 Off:22.14'L Elev:7725.68 Sta:1+36.51 Off:30.39'L Elev:7725.31 Sta:1+70.12 Off:20.29'L Elev:7722.52 R 1 2 . 0 0 R3.00 Driveway Profile Horizontal Scale: 1"=10' Vertical Scale: 1"=5' 7715 7720 7730 7715 7720 7730 0+20 EG 7 7 2 6 . 2 F G 7 7 2 6 . 2 0 0+40 EG 7 7 2 5 . 9 F G 7 7 2 5 . 6 1 0+60 EG 7 7 2 5 . 6 F G 7 7 2 4 . 1 5 0+80 EG 7 7 2 5 . 5 F G 7 7 2 2 . 6 5 1+00 EG 7 7 2 5 . 7 F G 7 7 2 1 . 1 5 1+20 EG 7 7 2 5 . 6 F G 7 7 2 0 . 0 4 1+40 EG 7 7 2 4 . 9 F G 7 7 2 0 . 7 2 1+60 EG 7 7 2 2 . 5 F G 7 7 2 1 . 9 0 6.00% 2.00% -2.00% -7.50% GRADE BREAK STA = 0+10.00 ELEV = 7726.401 GRADE BREAK STA = 1+71.57 ELEV = 7722.230 PVI STA: 1+20.96 PVI ELEV: 7719.58 K: 2.00 LVC: 27.00 BV C S : 1 + 0 7 . 4 6 BV C E : 7 7 2 0 . 5 9 EV C S : 1 + 3 4 . 4 6 EV C E : 7 7 2 0 . 3 9 LOW PT. STA: 1+22.45 LOW PT ELEV: 7720.03 PVI STA: 1+61.90 PVI ELEV: 7722.04 K: 2.50 LVC: 10.01 BV C S : 1 + 5 6 . 8 9 BV C E : 7 7 2 1 . 7 4 EV C S : 1 + 6 6 . 9 0 EV C E : 7 7 2 2 . 1 4 PVI STA: 0+37.20 PVI ELEV: 7725.86 K: 2.50 LVC: 13.74 BV C S : 0 + 3 0 . 3 4 BV C E : 7 7 2 5 . 9 9 EV C S : 0 + 4 4 . 0 7 EV C E : 7 7 2 5 . 3 4 Drawing Scale Units (Feet) 1" = 10' 0 10 20 N S W E C.06 Driveway Plan and Profile Of 7 Pages 01 St r e a m M a r g i n R e v i e w C o o r d i n a t i o n 12 . 1 6 . 2 0 2 2 JK E # De s c r i p t i o n Da t e Dr a w n B y 14 4 0 R e d B u t t e D r i v e As p e n , C o l o r a d o 8 1 6 1 1 1101 Village Road, Unit UL-4C Carbondale, CO 81623 (970) 510 - 5312 VJ T Re v i e w e d B y Not For Construction Job #: 22.61 77 2 6 7 7 2 5 7 7 2 4 77 2 3 7721 7 7 2 0 3. 8 : 1 3 . 0 : 1 2.5% 2.0% 2 . 0 % 2 . 0 % 7. 5 % 77 2 5 772 6 772 5 7 7 2 7 772 6 77 2 6 7 7 2 6 7 7 2 4 7723 7 7 2 6 28.0 0 Proposed Garage F.F.E.:7719.40 Green Roof Over Garage: 7730.69 1440 Red Butte Road Existing Residence Property Line (Typ) Setback (Typ) Red Butte Drive Flood Zone X Floodplain 7.5' Utility Easement 23.0 8 22.7 8 22.9 7 23.0 8 22.7 8 22.8 5 22.8 5 26.4 726.5 5 26.4 0 26.5 5 26.4 0 25.5 5 25.4 0 25.5 5 25.5 5 25.5 5 25.5 5 25.5 5 25.5 2 25.5 2 25.5 2 25.5 5 25.5 5 24.52 2 - 6" Steps 2.0% Snowmelted Concrete Patio Trench Drain 22.8 5 22.6 2 22.6 2 2.0% 2.0% 2. 0 % 2.0% 2.7% 2 . 2 % Recessed Hot Tub Set on Pervious Paver System 6 - 7.2" Steps Property Line (Typ.) 772 3 772 4 7 7 2 5 7 7 2 3 5.0% 6" Step Onto Landscaping Grade At 3:0:1 To Tie Into Existing Grade 6" Step From Patio Into Landscaping 7 7 2 2 7723 7722 7 7 2 1 77 2 0 7 7 1 5 7 7 2 2 7 7 2 3 7 7 2 4 Proposed Detention Basin Sized For Water Quality Capture Volume 130 Cubic Feet of Capacity Weir Releases Runoff into Gravel Level Spreader 77 2 4 Downspout Downspout Inlet:24.54 24.9 0 F . F . E . : 2 5 . 5 5 DownspoutDownspout F . F . E . : 2 6 . 5 5 Snowmelted Concrete Patio Downspout Downspout G a r a g e F . F . E . : 2 2 . 2 3 Snowmelted Concrete Walkway 20' H o l y C r o s s E a s e m e n t 7.5' Utility Easement Setback (Typ.) 100' Stream Setback 15' Top Of Slope Setback Top Of Slope 100 Year Floodplain Zone AE Floodway Mean High Water Line Roaring Fork River 24.00 30" Step From Patio Into Landscaping Slot Drain 28.0 0 19.4 0 19.4 0 19.2 6 19.2 6 20.7 020.4 8 21.5 722.2 2 6. 0 % 19.5 1 19.4 6 22.2 321.9 4 20.4 3 20.9 6 21.3 621.8 6 27.7 0 27.9 9 28.0 0 28.9 2 27.5 0 27.6 3 28.0 0 27.7 0 27.6 5 26.6 2 Ex:2 5 . 7 2 77 2 6 7 7 2 7 7 7 2 8 772 5 772 6 772 7 3.0: 1 7725 4.0% 2 . 0 % 21.3 6 21.3 6 22.2 7 20.9 2 21.5 8 24.4 9 21.6 8 24.5 8 26.4 2 26.4 2 24.7 2 24.7 2 26.4 226.5 5 26.5 5 26.4 2 F r o n t D o o r F . F . E . : 2 6 . 5 5 Autocourt Parking 22.9 0 TOW : 2 7 . 7 5 TOW : 2 7 . 7 5 TOW : E x i s t i n g G r a d e 3 . 0 : 1 Sandset Stepping Pavers At Existing Grade Sandset Stepping Pavers At Existing Grade 20.0 020.0 0 20.0 0 20.0 0 Weir : 2 2 . 5 0 Downspout G a r a g e F . F . E . : 1 9 . 4 0 Pervious Pavers With 1' Concrete Border TOW : 2 2 . 5 0 3 - 6.75" Steps TOW : E x i s t i n g G r a d e 3 - 6.75" Steps 7 7 2 4 Concrete Walkway Concrete Patio 77 2 2 7 7 2 3 7 7 2 2 77 2 3 7 7 2 1 7 7 2 2 2.0% 2 . 0 % 6 . 3 % 6" Curb 21.3 8 21.9 3 6.0% 2.0 % 2 . 0 % 2 . 0 % 1 2 . 0 0 R1 2 . 0 0 R3 . 0 0 Existing Walkway To Be Removed Existing Concrete Pad To Be Removed Existing Walls To Remain Existing Walls To Remain Note: All Work Completed Within The 15' Top Of Slope Setback Must Be Completed Using Hand Tools. No Large Machinery Can Be Used Within This Setback. Existing Patios and Walkways To Be Removed From 15' Top of Slope Setback Drawing Scale Units (Feet) 1" = 10' 0 10 20 N S W E C.07 Grading and Drainage Of 7 Pages 01 St r e a m M a r g i n R e v i e w C o o r d i n a t i o n 12 . 1 6 . 2 0 2 2 JK E # De s c r i p t i o n Da t e Dr a w n B y 14 4 0 R e d B u t t e D r i v e As p e n , C o l o r a d o 8 1 6 1 1 1101 Village Road, Unit UL-4C Carbondale, CO 81623 (970) 510 - 5312 VJ T Re v i e w e d B y Not For Construction Job #: 22.61 1440 Red Butte Drive Stream Margin Review Engineering Report January 6, 2023 Prepared By: Jay Engstrom, P.E. Crystal River Civil, LLC Carbondale, CO 81623 Jay@crystalrivercivil.com (970) 510-5312 Crystal River Civil LLC 970.510.5312 Page 2 of 7 Table of Contents 1.0 Introduction ..................................................................................................................... 3 2.0 Existing Conditions .......................................................................................................... 3 1.1 Existing Conditions Summary ...................................................................................... 3 1.1.1 Subsoil Study ........................................................................................................ 4 1.1.2 Access .................................................................................................................. 4 1.1.3 Drainage and Stormwater ..................................................................................... 4 1.1.4 Utilities .................................................................................................................. 4 3.0 Proposed Conditions ....................................................................................................... 5 1.2 Proposed Conditions Summary.................................................................................... 5 1.2.1 Access .................................................................................................................. 5 1.2.2 Drainage and Stormwater ..................................................................................... 6 1.2.3 Utilities .................................................................................................................. 6 Crystal River Civil LLC 970.510.5312 Page 3 of 7 1.0 Introduction A summary of the existing conditions and proposed changes for 1440 Red Butte Drive has been performed by Crystal River Civil for Stream Margin Review. This report addresses access, utilities, drainage, and grading, as well as overall site design for the proposed conditions. 1440 Red Butte Drive Vicinity Map The property being discussed in this engineering report is addressed at 1440 Red Butte Drive, Aspen, Colorado 81611. The site is located within city limits, is documented as parcel #273501302001 and is described as Red Butte Subdivision Block 1 Lot 4. The property is surrounded by other residential developments, with Red Butte Drive to the southwest and the Roaring Fork River to the northeast. 2.0 Existing Conditions 1.1 Existing Conditions Summary The property is currently developed with a single-family residence with well-established trees and landscaping features surrounding the structure. The gravel driveway extends off Red Butte Drive Site Crystal River Civil LLC 970.510.5312 Page 4 of 7 and takes up a large portion of the front yard. The driveway and front yard are relatively flat, with a gradual slope towards the north. As the drive nears the residence, the driveway transitions to a steep slope down into a partly below grade garage. Retaining walls are located on either side of the driveway to allow for this grade change. Surrounding the driveway are large trees with landscaping features, as well as walkways to the front door and around the structure. The backyard includes a series of patios and decks that extend off the residence, as well as a gazebo on the east side of the deck. A spa is located to the northeast of the gazebo. Grass lawn with plantings, mature trees, and walkways extend down towards the Roaring Fork River. There are several patios, walkways, and art features within the Federal Emergency Management Agency (FEMA) 100-Year Floodplain. The existing grade from the residence is gradual to the top of slope. From the top of slope, the grade drops approximately five feet to the mean high-water line, and the topsoil transitions to river rock as it approaches the river. There is a series of older boulder and concrete bag retaining walls that were constructed to minimize erosion. 1.1.1 Subsoil Study A Geotechnical analysis was provided by Kumar and Associates, Inc. on November 4th, 2022. Results from the exploratory boring performed on August 15th were as expected, given the proximity to the river. Below the driveway, gravel consisted of medium dense to dense, silty sand and sandy gravel with cobbles to the drilled depth of 20 feet. Free water was encountered nine feet below grade at the time of drilling, and an infiltration rate of 150 incher per hour was determined during the investigation. 1.1.2 Access The current access onto the site is a gravel driveway that ties into Red Butte Drive. It extends nearly 150 feet from the edge of asphalt to the garage door, with a narrow width of eleven feet close to the entrance. As the driveway approaches the residence, a pull off with parking spaces continues to the right and the driveway widens to the left to allow for vehicular circulation. The first 120 feet of the drive has minimal slope and does not exceed three percent. As the driveway approaches the garage, the grade drops dramatically at slopes exceeding twelve percent. This is due to the garage finish floor being lower than existing grade by three to four feet. Retaining walls are located on either side of the drive as it drops in elevation down to the garage doors. 1.1.3 Drainage and Stormwater The existing residence does not appear to have any existing drainage infrastructure in place. Several roof areas have gutters and downspouts that disperse into landscaping, but the majority of the roof areas disperse runoff into the landscaping below without any conveyance structures. The driveway is gravel, so runoff is minimal from the access surfacing. A small strip of concrete is located by the garage door to encourage drainage away from the garage door. There do not appear to be any major drainage issues on the site. Given the high infiltration rates, it is likely that the majority of the runoff percolates into the soils on the site. If any additional flows are leaving the site, they are flowing in a similar manner to the predeveloped flow pattern to the northeast into the Roaring Fork River. 1.1.4 Utilities It is assumed that all existing utilities were installed when the residence was originally built. All services are currently in use for the existing residence. Crystal River Civil LLC 970.510.5312 Page 5 of 7 Water: An existing well is located on the west side of the property. This well (permit number 7177) is permitted as a domestic well and began use June 15, 1960. It provides domestic water for the 1440 Red Butte residence. No additional use is assumed. Sewer: A sewer service extends from the garage of the residence to the southwest into the Right-Of-Way. The service connects into the existing Aspen Consolidated Sanitary District (ACSD) sewer main. Sizing and material is unknown at this time. Electric: The electric service utilizes a transformer located to the northwest of the site. The service extends from the transformer in the Red Butte Drive Right-Of-Way and follows down the access drive towards the residence. It continues along the north side of the residence to the breaker box. Gas: The gas service tees off the gas main line in the Right-Of-Way and continues along the northwest property line to the residence. Communications: Existing communications pedestals are located in the Right-Of-Way near the western corner of the property. Services extend from these pedestals and follow the northern property line to the residence. 3.0 Proposed Conditions 1.2 Proposed Conditions Summary The residence is currently going through an interior remodel, and the proposed conditions allow for the exterior to be updated as well. Minor changes are proposed to the architecture, as well as a new landscape plan with updated patios, walkways, access, and planting plan. Additionally, a new garage structure is proposed on the site to the southwest of the existing garage. Additional grading, drainage, and layout were necessary to account for the structure, as most of the building is sub-grade. Alterations are required for the utilities to allow for the new foundation as well. 1.2.1 Access The proposed access will generally be a similar layout to the previous driveway, but it does include some considerable grading and alterations. The access will be widened to twelve feet and replaces the existing gravel surface with pervious pavers within a concrete border. The alignment does increase the driveway length but is accounting for larger turning radii and access requirements. The access point on Red Butte Drive will remain, and the drive will have a gradual two percent slope for the first 30 feet. Then, the driveway will transition to a 7.5 percent slope and drop below existing grade. As the access continues beyond the front setback the cut increases to over 24 inches, and concrete retaining walls allow for the corridor to split into a lowered parking area to the east and a subgrade auto court in front of the existing garage. The auto court utilizes the space between the existing garage and the new garage area to the southwest. Crystal River Civil LLC 970.510.5312 Page 6 of 7 1.2.2 Drainage and Stormwater The project is considered a “Major Project” per Table 1.1 of the City of Aspen Urban Runoff Management Plan, or URMP. This requires the entire site to be brought up to requirements and all additional runoff from the development to be accounted for. Crystal River Civil is proposing to collect all runoff from impervious areas within one pipe network, which would then convey and release into a detention basin to the north side of the development. All areas not collected by this system are considered pervious or are a City of Aspen Best Management Practice (BMP). The majority of the front yard is proposed to be pervious, as the proposed garage structure has a green roof and the driveway sruface is pervious pavers. Stormwater off several small impervious walkways sheet flow onto the pervious pavers. All roof areas on the front are proposed to have gutters with downspouts, which convey the runoff around the residence to the system in the backyard. A series of downspouts, gutter, inlets, and trench drains collect the impervious areas on the back side of the house. This system releases into the detention basin, which has been sized for Water Quality Capture Volume (WQCV). Once the capacity of the detention basin is met, the stormwater will overflow through the weir and onto a gravel level spreader. This disperses the runoff to be released into the 100-year floodplain and into the Roaring Fork River which is the historic drainage path. Additional drainage information regarding basins, conveyance sizing, hydraulic criteria, Low Impact Design, and maintenance requirements will be provided in the drainage report to be submitted for building permit. 1.2.3 Utilities Updates to the existing utilities will be necessary for the proposed conditions. Some services need to be realigned due to proximity to the proposed garage or coverage conflicts, while several services will remain to minimize impacts to mature vegetation. Water: The existing well will continue to be utilized by the residence. A new service line as well as electric in conduit will be installed. This is due to conflicts with proximity to the proposed garage, coverage under the access drive, and to upgrade an aging service to the residence. There will be no connection into the existing water infrastructure within the Red Butte Drive Right-Of-Way. Sewer: The existing sewer service will be abandoned and removed as necessary for the construction of the garage. The service will be realigned to extend under the access to the property. The service wye into the ACSD system will be abandoned as per their requirements, and a new wye will be installed further south. The service line will be pressurized from a sump pump within the structure footprint, as the system within the residence is lower than the existing ACSD infrastructure. Electric: The electric service is proposed to continue utilizing the electric transformer to the west. However, the electric conduit will need to be relocated below the driveway due to the proposed garage. The existing conduit will be utilized up to the property, and new conduit will be used to realign the service. Gas: The existing gas service tee will be abandoned, and a new gas service will be extended from the right of way up the driveway. This will be coordinated with Black Hills Energy and meet their standards for residential use. Crystal River Civil LLC 970.510.5312 Page 7 of 7 Communications: The existing communications services are to remain to minimize impacts to the existing trees. If there are any questions regarding this analysis or concerns regarding the site design, feel free to contact me directly. Jay Engstrom Owner and Principal Engineer, P.E. Crystal River Civil LLC Jay@crystalrivercivil.com (970) 510 - 5312 7 7 1 7 7 7 1 8 7 7 1 9 7 7 1 6 7 7 1 8 7 7 1 7 7 7 1 8 7 7 1 9 7 7 2 0 7 7 2 0 77 2 1 7 7 2 3 77 2 2 772 4 7 7 2 1 7 7 2 0 7 7 2 3 7 7 2 2 7 7 2 1 772 4 7724 77 2 3 7723 7724 F F = 7 7 2 6 . 5 9 ' G S = 7 7 2 2 . 2 3 ' 77 2 5 77 2 5 7 7 2 3 77 2 4 7725 772 6 772 6 7 7 2 5 7 7 2 7 S 2 9 ° 2 7 ' 1 2 " E 8 7 . 1 2 ' ( R ) S 1 3 ° 1 2 ' 0 0 " E 2 4 . 0 6 ' ( R ) N 51 ° 0 0 ' 0 0 " E 2 6 6 . 5 0 ' ( R ) 5 1 9 . 5 9 S 67°2 5 ' 0 0 " W 2 6 3 . 5 6 ' ( R ) S 4 5 ° 5 2 ' 0 0 " E 3 8 . 5 2 ' ( R ) T W F F = 7 7 2 5 . 5 9 ' F F = 7 7 2 6 . 5 9 ' 77 2 2 77 2 3 7 7 2 4 7 7 2 5 7726 7721 7 7 2 0 7 7 2 1 7 7 2 2 7726 7727 7 7 2 8 77 2 3 7 7 2 4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 38 39 40 41 42 43 44 45 46 47 48 49 50 51 5253 54 55 56 57 58 59 60 61 62 63 6465 66 67 68 71 72 73 7778 79 80 81 8283 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 101 102 103 104 105 106107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 133 134 136 138 139 140 141 142 143 144 145 0'10' Scale: 1"=10' N piñon sage landscape architects carbondale, CO, 81623 devin@pinonsage.com (970) 379.0816 14 4 0 R E D B U T T E R E S I D E N C E 14 4 1 0 R E D B U T T E D R I V E AS P E N , C O L O R A D O PS job# - 227 drawn - MV/DG ckd - DG revisions description#date L2.0 TREE REMOVAL PLAN ISSUE DATE - 12/22/22 STREAM MARGIN REVIEW 20' PERMEABLE PAVER DRIVE COLOR TBD SETB A C K 2 5 ' S E T B A C K T O P O F S L O P E 1 5 ' T O P O F S L O P E S E T B A C K GRASS GRASS SEEDED AND HAND-DUG REVEGETATION APPROVED BY CITY OF ASPEN WITHIN 15' TOP OR SLOPE SETBACK 3 0 ' S E T B A C K SET B A C K TREE MITIGATION TREE REMOVAL MITIGATION NOTES ON 12-08-22 CITY FORESTER DAVID COON MET WITH DESIGN TEAM TO REVIEW TREE REMOVAL PLAN AND PROPOSED TREE PLANTING. NOTES INCLUDING (*) WERE DISCUSSED WITH DAVID COON ONSITE AND INDICATED ON PLAN. + EXISTING DECIDUOUS TO REMAIN EXISTING CONIFER TO REMAIN EXISTING DECIDUOUS TO BE REMOVED EXISTING CONIFER TO BE REMOVED + 1. NO CUTTING OR PRUNING OF BRANCHES ON TREES THAT ARE BEING PROTECTED. 2. VERIFY THE LOCATION OF ITEMS TO TO BE REMOVED PRIOR TO COMMENCEMENT OF THE WORK. 3. MINIMIZE EXCAVATION AND EARTHWORK WITHIN TREE'S DRIPLINE. CITY OF ASPEN FORESTER TO GIVE DIRECTION FOR EXCAVATION DURING THE BLDG PERMIT PROCESS. 4. TREES BEING REMOVED SHALL BE CHIPPED AND USED AS MULCH ON-SITE WHERE POSSIBLE TREE REMOVAL LEGEND TREE PROTECTION NOTES + ++ +++ ++ ++ + + +++++ +++ + +++ + ++++++ + ++ + + + 10 11 34 35 36 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 73 77 78 82 84 86 87 92 95 96 97 98 99 123 126 127 129 130 141 + TREE # SIZE CONDITION 16 9 14 9 15 13 7 9 7 15 6 7 7 8 9 8 9 15 11 15 8 8 6 5 12 8 11 7 7 8 7 6 9 11 8 14 8 22 6 GOOD-100% FAIR-50% GOOD-100% POOR-0% FAIR-50% POOR-0% POOR-0% POOR-0% STEM OF 40 GOOD-100% POOR-0% FAIR-50% FAIR-50% GOOD-100% POOR-0% POOR-0% POOR-0% POOR-0% GOOD-100% GOOD-100% POOR-0% POOR-0% STEM OF 77 POOR-0% POOR-0% POOR-0% POOR-0% POOR-0% FAIR-50% FAIR-50% GOOD-100% POOR-0% STEM OF 98 POOR-0% POOR-0% POOR-0% POOR-0% FAIR-50% GOOD-100% $11,058 $1,629 $8,124 $0 $4,337 $0 $0 $0 $0 $8,675 $0 $763 $885 $2,031 $0 $0 $0 $0 $4,369 $7,592 $0 $0 $0 $0 $0 $0 $0 $0 $1,016 $1,462 $1,526 $0 $0 $0 $0 $0 $0 $7,962 $902 MITIGATION $62,331.00 + 7 7 1 7 7 7 1 8 7 7 1 9 7 7 1 6 7 7 1 8 7 7 1 7 7 7 1 8 7 7 1 9 7 7 2 0 7 7 2 0 77 2 1 7 7 2 3 77 2 2 772 4 7 7 2 1 7 7 2 0 7 7 2 3 7 7 2 2 7 7 2 1 772 4 7724 77 2 3 7723 7724 F F = 7 7 2 6 . 5 9 ' G S = 7 7 2 2 . 2 3 ' 77 2 5 77 2 5 7 7 2 3 77 2 4 7725 772 6 772 6 7 7 2 5 7 7 2 7 S 2 9 ° 2 7 ' 1 2 " E 8 7 . 1 2 ' ( R ) S 1 3 ° 1 2 ' 0 0 " E 2 4 . 0 6 ' ( R ) N 51 ° 0 0 ' 0 0 " E 2 6 6 . 5 0 ' ( R ) 5 1 9 . 5 9 S 67°2 5 ' 0 0 " W 2 6 3 . 5 6 ' ( R ) S 4 5 ° 5 2 ' 0 0 " E 3 8 . 5 2 ' ( R ) W F F = 7 7 2 5 . 5 9 ' F F = 7 7 2 6 . 5 9 ' 77 2 2 77 2 3 7 7 2 4 7 7 2 5 7726 7721 7 7 2 0 7 7 2 1 7 7 2 2 7726 7727 7 7 2 8 77 2 3 7 7 2 4 0'10' Scale: 1"=10' N piñon sage landscape architects carbondale, CO, 81623 devin@pinonsage.com (970) 379.0816 14 4 0 R E D B U T T E R E S I D E N C E 14 4 1 0 R E D B U T T E D R I V E AS P E N , C O L O R A D O PS job# - 227 drawn - MV/DG ckd - DG revisions description#date L1.0 SCHEMATIC LANDSCAPE PLAN ISSUE DATE - 12/22/22 STREAM MARGIN REVIEW 20' PROPOSED GARAGE ACCESS FOR BELOW GRADE STOARGE PERMEABLE PAVER DRIVE COLOR TBD PAVER PATH AROUND HOUSE. PLANTED GAPS WITH GROUND COVERS NEW HARDSCAPE ENTRY WALKWAY. STONE OR PERMEABLE PAVERS REMOVE ISLAND TO INCREASE PARKING AND BETTER CIRCULATION PLANTING PLAN KEY LANDSCAPE KEY PROPOSED EVERGREEN TREE PROPOSED SHRUBS MORTAR SET STONE/TILE LOW GROW NATIVE GRASS LAWN GRASS PERENNIAL BEDS SETB A C K 2 5 ' S E T B A C K STONE SLAB STEPS AND STEPPERS FOR MAINTENANCE ACCESS AROUND HOUSE. STONE OR WOOD MULCH GAPS. HEAVILY SHADED AREA EXISTING SPA TO BE PLACE IN AN 18" VAULT. 18" WIDE STONE OR WOOD COPING FOR SEATING AND ACCESS. TERRACE FINISH TO MATCH OTHER OUTDOOR TERRACES NO CONSTRUCTION BEYOND 15' TOP OF SLOPE SETBACK T O P O F S L O P E 1 5 ' T O P O F S L O P E S E T B A C K PERMEABLE PARKING AREA - SPOTS FOR 2 VEHICLES UNDERSTORY GARDENS TO REMAIN AND ENHANCED BY SHADE LOVING GROUND COVER AND PERENNIAL PLANTS ACCENT PLANTING AND BOULDERS TO MATCH EXISTING CONCEPT GRASS GRASS OUTDOOR KITCHEN - LAYOUT OF AMENITIES BY OTHERS PERGOLA STRUCTURE OVER DINING TABLE PRE-FAB PLANTER BOXES. COLOR TBD SEEDED AND HAND-DUG REVEGETATION APPROVED BY CITY OF ASPEN WITHIN 15' TOP OR SLOPE SETBACK PROPOSED ASPEN TREE PROPOSED EVERGREEN TREE EXISTING TREE 3 0 ' S E T B A C K SET B A C K STORM WATER TREATMENT 1. REFER TO CIVIL ENGINEER'S UTILITY AND PRECISE GRADING PLANS FOR UTILITY LOCATION AND FINAL GRADING. IF ACTUAL SITE CONDITIONS VARY FROM WHAT IS SHOWN ON THE PLANS, CONTACT THE LANDSCAPE ARCHITECT FOR DIRECTION AS TO HOW TO PROCEED. 2. VERIFY PLANT COUNTS AND SQUARE FOOTAGES: QUANTITIES ARE PROVIDED AS OWNER INFORMATION ONLY. IF QUANTITIES ON PLANT LIST DIFFER FROM GRAPHIC INDICATIONS, THEN GRAPHICS SHALL PREVAIL. 3. CONTACT THE LOCAL UNDERGROUND UTILITY SERVICES FOR UTILITY LOCATION AND IDENTIFICATION. 4. PERFORM EXCAVATION IN THE VICINITY OF UNDERGROUND UTILITIES WITH CARE AND IF NECESSARY, BY HAND. THE CONTRACTOR BEARS FULL RESPONSIBILITY FOR THIS WORK AND DISRUPTION OR DAMAGE TO UTILITIES SHALL BE REPAIRED IMMEDIATELY AT NO EXPENSE TO THE OWNER. 5. TREES SHALL BEAR SAME RELATION TO FINISHED GRADE AS IT BORE TO EXISTING. 6. PROVIDE MATCHING FORMS AND SIZES FOR PLANT MATERIALS WITHIN EACH SPECIES AND SIZE DESIGNATED ON THE DRAWINGS. 7. PRUNE NEWLY PLANTED TREES ONLY AS DIRECTED BY LANDSCAPE ARCHITECT. 8. FINISH GRADES OF PERENNIAL BEDS AND REVEGETATED AREAS TO BE 1-1/2 INCHES BELOW ADJACENT PAVING OR HEADER. (CHECK MULCH DEPTH AND IF SEEDED OR SODDED LAWNS). 9. SEE IRRIGATION DRAWINGS FOR IRRIGATION SLEEVES LOCATION. 10. CUT AND REMOVE BURLAP FROM TOP 1/3 OF ROOTBALL. LANDSCAPE PLANTING NOTES 1 - 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. 2 - TREE SOIL SHOULD HAVE A MINIMUM DEPTH OF 3 FEET (3’). BOTH TOPSOIL AND SUBSOIL LAYERS SHALL BE SANDY LOAM. THE TOP SOIL SHALL BE AT LEAST 6 INCHES (6”) AND HAVE 5 PERCENT (5%) ORGANIC MATTER BY WEIGHT AND SUBSOIL SHALL HAVE AT LEAST ONE TO THREE PERCENT (1 - 3%) ORGANIC MATTER BY WEIGHT. 3 - A MINIMUM OF FOUR (4) CUBIC YARDS OF ORGANIC MATTER SOIL AMENDMENT PER ONE-THOUSAND SQUARE FEET OF LANDSCAPED AREA SHALL BE REQUIRED AS NECESSARY TO MEET THE 5 PERCENT (5%) ORGANIC MATTER SPECIFICATION. 4 - SOIL AMENDMENT ORGANIC MATTER SHALL CONSIST OF EITHER CLASS I AND CLASS II COMPOST. 5 - AMENDMENT SHALL BE TILLED TO A MINIMUM DEPTH OF SIX INCHES (6”). 6 - SITE SHALL BE GRADED TO WITHIN TWO-TENTHS OF A FOOT (2/10TH’) OF THE GRADING PLAN. 7 - 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 ONE INCH (1”) SHALL NOT BE ALLOWED. THE TOTAL VOLUME OF THESE MATERIALS SMALLER THAN ONE INCH (1”) SHALL NOT EXCEED 5 PERCENT (5%). 8 - 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. 9 - STOCKPILING - STRIPPING AND STOCKPILING OF INDIGENOUS SOIL (TOPSOIL) SHALL BE REQUIRED. 10 - 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. 11 - ORGANIC MULCH 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. 12 - ORGANIC MULCH SHALL BE APPLIED TO THE SOIL SURFACE, NOT AGAINST THE PLANT STEM OR HIGH AGAINST THE BASE OF TRUNKS TO MINIMIZE DISEASE. 13 - CITY OF ASPEN WATER EFFICIENT LANDSCAPING STANDARDS 7 OF 16 ORGANIC MULCH MATERIAL INCLUDES BARK AND WOOD CHIPS. AVOID MULCH CONSISTING OF CONSTRUCTION DEBRIS SUCH AS PALLETS. 14- INORGANIC MULCH INCLUDES ROCK, GRAVEL, OR PEBBLES. ROCK MULCH SHALL HAVE A MINIMUM DEPTH OF TWO INCHES (2”) SOIL AND MULCH PREPARATION NOTES 1440 Red Butte Drive Aspen, CO Tree Survey Report Prepared By: Chris Forman ISA Board Certified Master Arborist #RM-2352BM November 30, 2022 15450 Hwy 82, Carbondale CO 81623 (970) 963-3070 1 | Page PURPOSE & SUMMARY The following report pertains to 1440 Red Butte Drive, within the city limits of Aspen, Colorado. Trees in this report are large enough to be governed by the City of Aspen Municipal Code Language. Tree species within the targeted landscaped areas consist of aspen (Populus tremuloides), blue spruce (Picea pungens), subalpine fir (Abies lasiocarpa), lodgepole pine (Pinus contorta), and narrowleaf cottonwood (Populus angustifolia). Aluminum numbered tags were placed on the lower trunks of trees in order to provide clarity to the inventory findings. The aluminum numbered tags correlate with the numbers assigned to the trees in the inventory spreadsheet attached to this report. They are also identified in the attached tree survey provided by Aspen Survey (see the Inventory section of this report for further details on tree tag numbers). This report is designed to identify trees within the property boundaries and provide individual analysis of those trees. Individual tree analysis included species type, tree diameter at breast height (DBH), overall condition, and maximum value as assigned by the City of Aspen Municipal Code. 39 trees within this inventory are in ‘Good’ condition, 41 are in ‘Fair’ condition, and 37 are in ‘Poor’ or ‘Dead’ overall condition. The trees in Poor or Dead condition should be considered for removal regardless of any future construction activities. The aspen tree with aluminum tag numbered 50 should be removed immediately due to imminent threat of failure. The mitigation value of the trees assessed per City code valuation methodologies totals $738,043.29. My suggested mitigation value based upon health condition ratings totals $412,231.76. Final mitigation values are defined by the City Forester during the formal tree removal permit process, and may or may not align with the reduced mitigation values that I have assigned in this report. METHODOLOGY ASSIGNMENT Aspen Tree Service has been asked by the property owner’s representative, Devin Gardiner with Pinon Sage Landscape Architecture, to inventory and assess the landscape trees and provide a report on their condition, mitigation value, and management recommendations. The trees assessed included all code sized trees within the property boundaries. The assignment included placing numbered aluminum tags on the trees, which correspond to the site survey done by Aspen Survey. LIMITS OF THE ASSIGNMENT This inventory assessment is based solely upon the information noted from visits to the site in November 2022. I have not performed any professional surveying, laboratory examinations, soil composition/compaction studies, or any other diagnostic techniques beyond ground level visual examination of the trees and the site. At the time of my site visit, many trees had already undergone their seasonal defoliation, preventing a thorough assessment of leaf color and size. I developed general conclusions of tree health and have provided a summary based upon these observations. I developed general conclusions of tree health and have provided a summary based upon these observations. 2 | Page PURPOSE & USE OF REPORT The purpose of this report is to provide current information regarding the trees within the property boundaries. It is intended to be used by the property owner as an informative reference for developing a management strategy for the tree resources on the property and to inform future redevelopment planning efforts. INVENTORY Aspen Tree Service completed an inventory of targeted landscape trees on this property in November of 2022 and tagged each code sized tree stem with numbered aluminum tags. The numbers on the tags correspond to the tree numbers assigned on the tree inventory table found as Attachment A of this report. Tags placed on the trees on site correlate to the numbers assigned to the trees on Aspen Survey’s professional survey work, found as Attachment B to this document. As shown in the inventory table, my numbered tags start at #1 and run through #145. Trees that are not of code size, per City of Aspen Municipal Code, did not receive numbered tags on their trunks. These under code sized trees do not factor into the overall mitigation calculation either as they are not required to be included on tree removal permits. Trees that were not located within the property boundaries did not receive a numbered tag on their trunk. The site survey shows several trees with codominant stems as separate trees, hence separate assigned numbers. I have compensated for that in the inventory table and only placed an aluminum tag on one stem of codominant groups. For purposes of this report, a tree stem is defined as a stem originating at the ground or attached with another stem within 4 ½ feet from the ground. During the inventory process, each tree stem within the scope of this report was measured with a diameter tape and visually evaluated from the ground. Tree data was collected for each stem including, tree #, the Diameter at Breast Height (DBH) measured to the lower ½ inch at approximately 4.5 feet above ground level, tree species, and condition. Individual trees were inspected from ground level only. No advanced assessment was done in tree canopies or below existing soil levels. Condition values were assigned as a result of visual indicators such as the presence of dead limbs, signs or symptoms of disease/insects, or structural defects. Definitions of the condition scale are as follows: Excellent - A healthy, vigorous tree, reasonably free of signs and symptoms of disease, with good structure and form typical of the species. Good - Tree with slight decline in vigor, small amount of twig dieback, minor structural defects that could be corrected. Fair - Tree with moderate vigor, moderate twig and small branch dieback, thinning of crown, poor leaf color, moderate structural defects that might be mitigated by regular care. Poor - Tree in decline, epicormic growth, extensive dieback of medium to large branches, significant pathogen activity or structural defects that cannot be abated. Very Poor/Dead - Tree is in severe decline, highly hazardous or is dead. 3 | Page MITIGATION CALCULATION Even though the purpose of this inventory report does not include applying for a tree removal permit with the City of Aspen, a discussion regarding mitigation should be considered. We understand the purpose and objectives of the City’s Tree Removal and mitigation requirements. Healthy trees are an asset to the property owner and the community. However, trees that are in poor health or structurally defected can present a safety and forest health liability for the property owner and the community. Therefore, we believe it is reasonable and appropriate to account for this liability by adjusting/devaluing the mitigation value of a specific tree based on the condition of the tree. This adjustment is made by multiplying the tree’s value per the City of Aspen Municipal Code Valuation Formula by a percentage based on the tree condition. The result is an adjusted mitigation value. The following narrative details our mitigation adjustment procedure. Final tree approvals and mitigation values are ultimately made by the City Forester or his designee. Each tree stem evaluated was entered into a tree inventory worksheet noting the tree#, DBH, condition rating, comments, and the adjusted mitigation DBH. The table showing these figures can be found as Attachment A. The adjusted mitigation DBH was calculated by multiplying the actual mitigation value by the assigned mitigation percentage. The mitigation adjustment percentage ranges from 0 to 100%. This percentage was assigned based on the condition of the tree, forest health and the wildfire risk the tree poses to the site and area. Structurally defective trees can present a safety risk to people and/or property. Dead or declining trees pose a threat to forest health, hosting and attracting insect pests and disease becoming a point source for the spread of these pest and disease problems. Dead and declining trees as well as conifers growing against the home can provide a fuel source for wildfire and provide a mechanism for the spread of wildfire into adjacent structures. The following are the mitigation adjustment percentages used to quantify all of these risks. We believe this a reasonable method to maintain the City’s tree removal mitigation objectives while achieving an appropriate and sustainable planting plan. Adjusted mitigation numbers can benefit the community forest by encouraging proper species, planting numbers, sizes, and spacing for site conditions, resulting in a long-term asset for everyone involved. 100% Mitigation – A tree scoring an Excellent or Good Condition Rating. 50% Mitigation – A tree scoring a Fair Condition Rating. 0% Mitigation – A dead tree or scoring a Poor or Very Poor Condition Rating. 4 | Page OBSERVATIONS & DISCUSSION SITE DESCRIPTION 1440 Red Butte Drive is a residential property along the Roaring Fork River in Aspen, Colorado. It is densely populated primarily with spruce and aspen trees. The property has a single-family home in the middle of the lot and is bordered to the north by the river, to the south by Red Butte Drive, and to the east and west by other single-family homes. The trees on this property have been planted from nursery grown stock (except the cottonwoods along the river’s edge) and have matured in the landscape with the help from supplemental irrigation systems that exist throughout the property. TREE OBSERVATIONS Each tree was evaluated visually and entered into the attached tree inventory worksheet. This worksheet contains the tree species, condition, comments, maximum mitigation value based on the City of Aspen tree removal code language, and suggested mitigation value based upon tree condition. Deciduous trees below 6 inches in DBH were included in the assessment but did not receive mitigation values. The following information pertains to the tree observations acquired in the field during the inventory process. Several aspen, cottonwood, subalpine fir, and spruce trees on the site have a codominant growth structure originating at grade level or within their canopies. This type of growth occurs when 2 or more stems originate from a single point of origin, or when 2 or more stems originate at grade level in close proximity to one another. Over time, these stems increase in size and fill the space that previously existed between the stems to create what is known as bark inclusions. When this happens, competing forces are exerted on the codominant stems and can lead to structural failure of one or more stems. Failure is not a certainty, though the likelihood of failure in these species of trees with codominant structure increases under snow and wind loading. Some trees have been negatively impacted by mechanical wounding on their trunks or within their canopies via pruning, storm damage, wildlife protection fencing, or being hit by machinery. The damage to the trunk, roots, or large branches has created wounding that impacts the trees’ abilities to move water and nutrient. In addition, these wounds on the trunk allow for the introduction of fungal pathogens, which further inhibit the tree to move water and nutrients. These fungal decay pathogens will also lead to a reduction in the structural integrity of the wood fiber, causing a higher likelihood of failure of branches and/or stems in those impacted areas of the tree. Fungal cankers and internal decay are typical when wounds are created in tree trunks or branches and these problems were noted in several trees throughout the property. Cytospora was the primary fungal issue observed during the tree inventory. Other fungal issues may exist, though their signs and symptoms were not detected during the assessment. Cytospora canker is a fungal infection that girdles stems and causes the tree to die above the point of infection. Cytospora is typically found in trees under stress or in poor health. There is no treatment for this disease other than reducing stress on trees or pruning out the diseased branches if Cytospora has not already spread into the trunk of the tree. 5 | Page Ganoderma conks were noted on one aspen tree as well. This particular fungal issue significantly impacts the structural integrity of the affected trees’ root system and ultimately leads to a whole tree failure. Overcrowding of trees in the perimeters of the property has resulted in several trees competing for resources such as light, water, and nutrients. Due to this competition, specifically for light, several trees have developed asymmetrical canopies and branch structures atypical for the species. The loss of live foliage in these asymmetric canopies can lead to mortality of outcompeted trees as well as overall very poor aesthetics when a neighboring tree is removed. Competition for resources can also cause stress within individual trees and leave them prone to secondary insect and disease pathogens. Girdling roots were noted in several trees during the assessment. The existence of girdling roots can negatively impact trees’ structural integrity and overall health. Girdling roots are lateral roots that cut into other structural roots or into the actual trunk of the tree. The result of this growth pattern can make trees unstable or their overall health can decline because the girdling root(s) have damaged the vascular system of the tree. Trees with little to no trunk flare at their base, trees showing mounded soil at the base of the trunk, and trees with intact nursery twine/wire baskets around their root balls were suspected to have girdling roots. The extent of root girdling and likelihood of tree failure due to this type of defect is not always evident without further investigation below grade. Removal of soil via pneumatic excavation techniques (Air spading) is often required to fully evaluate structural stability and how or if root pruning can be employed to remedy the situation. Trees slated for retention that will be encroached upon within their drip lines via excavation may require an evaluation of their root systems to better understand their structural roots and long-term viability in the landscape. This investigation often requires the use of pneumatic excavation (air spading) once the limits of disturbance for construction efforts has been defined on site. Once the roots have been exposed, a trained arborist can evaluate the situation and make recommendations for remediation efforts or suggest tree removal if the defect is of that level of severity. Over the past 3-5 years, there has been an increase in spruce and Douglas-fir bark beetle populations in the Roaring Fork Valley, including Aspen proper. Mature spruce trees on this property that may be subjected to construction activities within their critical root zones (an area around a tree that is 2.5 times its diameter, measured in feet) have a higher likelihood of being stressed from those construction activities. Stressed trees are more likely to be targeted by bark beetles. 6 | Page DISCUSSION The following information pertains to the trees identified to have conditions that lend themselves to a reduction in mitigation value and/or are relevant to improving the overcrowded conditions that exist on the property. All other trees within the scope of this report can be found within the tree inventory table and have condition ratings of ‘Good’. Trees with aluminum tags numbered #1, 21, 26, 31, 35, 38-40, 43, 47-48, 50, 56, 61, 67, 73, 77, 82, 84, 86-87, 92, 98, 104, 111, 113-114, 119-120, 123, 125-127, 129, 136, 140, and 143 are in Poor or Dead condition due to one or more of the conditions described in the tree observation section above. Comments for individual trees can be found on the tree inventory sheet attached to this document. Trees with aluminum tags numbered #4-5, 8, 11, 16, 18, 20, 24-25, 28, 30, 33, 36, 44-45, 55, 57, 59, 63-66, 68, 72, 80-81, 85, 88-90, 93, 95-96, 100, 106, 110, 116, 130, 132, 134, and 142 are in Fair condition. For the most part, these trees have conditions that are a result of overcrowding and/or codominant growth habits. Due to their current condition, these trees are not likely candidates for a 100% reduction in their mitigation value, but may be considered for a reduction in value of up to 50% if removal is requested. Trees in fair condition may not be viable candidates for preservation if future construction activities are proposed within their critical root zones. Activities such as grade changes (cut or fill), disruption to supplemental irrigation, soil compaction, or significant pruning for building clearances will likely result in a further decline in overall health, aesthetics, and structural stability. The mitigation value for all the trees assessed in this report totals $738,043.29 per the City of Aspen’s tree valuation equation. The suggested mitigation value for the trees after applying the condition ratings that I’ve assigned totals $412,231.76. Final mitigation values are defined by the City Forester as part of the formal tree removal permit process. 7 | Page PHOTOS Photo 1. Aspen trees with codominant stems at their base with bark inclusions 8 | Page Photo 2. Aspen tree with Ganoderma conks at its base 9 | Page Photo 3. Spruce tree showing signs of girdling roots 10 | Page Photo 4. Aspen tree with mechanical damage to its trunk and structural root 11 | Page Photo 5. Trees planted closely causing overcrowding and poor canopy structures 12 | Page CONCLUSIONS Based upon my assessment, trees in Poor or Dead condition should be considered for removal regardless of future construction planning. Tree#50 has Ganoderma conks at its base and is likely to fail in the near future. Spruce trees onsite may be targeted by bark beetles if construction activities are to occur within their critical root zones. Specific protection measures will be necessary for trees in Fair and Good condition if construction activities are to occur within critical root zones. All tree removals require a permit from the City of Aspen and final mitigation requirements are determined by the City Forester or his designee. RECOMMENDATIONS I recommend removing the trees listed in Poor or Dead condition regardless of their involvement with future construction planning. I strongly recommend removing the tree with Ganoderma conks at its base (aluminum tag #50) as soon as it can be scheduled. Spruce trees that will be impacted by construction efforts should receive a bark beetle preventative spray treatment prior to any construction activities commencing. Spray treatments should occur annually during construction coupled with monitoring by a trained arborist to evaluate the need for additional spray treatments during the growing season and/or identifying the time at which no further treatments are necessary. Trees to be preserved with proposed excavation within their drip lines should be evaluated via air spading. Based upon those findings, a tree protection plan can be defined to address constructability around these trees. If findings show that the trees will not survive the proposed impacts, removal can be discussed or a change in construction techniques/locations can be explored. During construction efforts, if the irrigation system is not functional, I recommend supplemental watering of trees within the landscape, at least monthly from May to October. These trees are dependent upon irrigation systems and will decline in health if not irrigated throughout the growing season. Lastly, installation of tree protection fencing for those trees being retained will be required by the City prior to the commencement of construction activities. . 1440 Red Butte Drive Aspen Tree Service November, 2022 ATS Tree Tag # Species # of Stems DBH Mitigation Value Condition Suggested Mitigation Value Comments 1 Aspen 1 6 $ 1,299.96 Dead $- 2 Aspen 1 9 $ 2,924.91 Good $ 2,924.91 3 Blue spruce 1 7 $ 1,769.39 Good $ 1,769.39 4 Aspen 1 6.5 $ 1,525.65 Fair $ 762.82 Overcrowded; asymmetric canopy 5 Aspen 1 7 $ 1,769.39 Fair $ 884.70 Codominant top 6 Aspen 1 7 $ 1,769.39 Good $ 1,769.39 7 Aspen 1 10.5 $ 3,981.13 Good $ 3,981.13 8 Aspen 2 9, 9 $ 5,849.82 Fair $ 2,924.91 Codominant stems at base w/ bark inclusion 9 Aspen 1 7 $ 1,769.39 Good $ 1,769.39 10 Blue spruce 1 17.5 $ 11,058.69 Good $ 11,058.69 11 Aspen 1 9.5 $ 3,258.93 Fair $ 1,629.46 Frost crack; Cytospora canker starting to show in trunk @ 15' 12 Blue spruce 1 11.5 $ 4,775.55 Good $ 4,775.55 13 Aspen 1 11 $ 4,369.31 Good $ 4,369.31 14 Aspen 1 13.5 $ 6,581.05 Good $ 6,581.05 15 Aspen 1 14 $ 7,077.56 Good $ 7,077.56 16 Aspen 1 16.5 $ 9,830.95 Fair $ 4,915.47 Mechanical wound at base w/ associated root damage 17 Aspen 1 14 $ 7,077.56 Good $ 7,077.56 18 Aspen 1 7 $ 1,769.39 Fair $ 884.70 Overcrowded; asymmetric canopy 19 Aspen 1 8.5 $ 2,608.95 Good $ 2,608.95 Codominant top; 'U' shaped 20 Aspen 1 8 $ 2,311.04 Fair $ 1,155.52 Codominant stem at base removed; Cytospora canker starting at wound site 21 Aspen 3 8.5, 8.5, 6.5 $ 6,743.55 Poor $- Codominant stems x3 at base w/ several others previously removed 22 codom stem of 21 N/A N/A $- N/A $- 23 codom stem of 21 N/A N/A $- N/A $- 24 Aspen 1 9.5 $ 3,258.93 Fair $ 1,629.46 Overcrowded 25 Aspen 2 9, 9 $ 5,849.82 Fair $ 2,924.91 Codominant stems at base; overcrowded 26 codom stem of 25 N/A N/A $- N/A $- 27 Blue spruce 1 5 $ 902.75 Poor $- Overcrowded; twine/planting materials intact at root ball 28 Blue spruce 1 16.5 $ 9,830.95 Fair $ 4,915.47 Girdling roots 29 Blue spruce 1 13.5 $ 6,581.05 Good $ 6,581.05 30 Aspen 1 6 $ 1,299.96 Fair $ 649.98 Overcrowded 31 Blue spruce 1 5 $ 902.75 Poor $- Twine/planting materials intact at root ball 32 codom stem of 8 N/A N/A $- N/A $- 33 Blue spruce 1 5 $ 902.75 Fair $ 451.38 Overcrowded 34 Blue spruce 1 15 $ 8,124.75 Good $ 8,124.75 Page 1of 5 Attachment A 1440 Red Butte Drive Aspen Tree Service November, 2022 ATS Tree Tag # Species # of Stems DBH Mitigation Value Condition Suggested Mitigation Value Comments 35 Subalpine fir 1 9.5 $ 3,258.93 Poor $- Overcrowded 36 Subalpine fir 1 15.5 $ 8,675.43 Fair $ 4,337.71 Codominant stems in canopy 37 Off property N/A N/A $- N/A $- 38 Blue spruce 1 12.5 $ 5,642.19 Poor $- Top blown out of tree 39 Aspen 1 6 $ 1,299.96 Poor $- Overcrowded 40 Aspen 3 6, 6.5, 3 $ 2,825.61 Poor $- Codominant stems at base; poor taper; little to no live crown 41 codom stem of 40 N/A N/A $- N/A -$ 42 Blue spruce 1 15.5 $ 8,675.43 Good $ 8,675.43 43 Aspen 1 7.5 $ 2,031.19 Poor $- Codominant stems removed at base; Cytospora starting 44 Aspen 1 6.5 $ 1,525.65 Fair $ 762.82 Dieback in canopy 45 Aspen 2 3, 7 $ 1,769.39 Fair $ 884.70 Codominant stems at base; asymmetric canopy 46 Aspen 1 7.5 $ 2,031.19 Good $ 2,031.19 47 Aspen 1 9 $ 2,924.91 Poor $- Mechanical damage at base; frost crack 48 Aspen 2 8, 9.5 $ 5,569.97 Poor $- Codominant stems at base w/ lean over house and chimney 49 codom stem of 48 N/A N/A $- N/A $- 50 Aspen 1 15 $ 8,124.75 Poor $- Ganoderma conks at base 51 Aspen 1 11 $ 4,369.31 Good $ 4,369.31 52 Aspen 1 14.5 $ 7,592.13 Good $ 7,592.13 53 Aspen 1 13.5 $ 6,581.05 Good $ 6,581.05 54 Blue spruce 1 13.5 $ 6,581.05 Good $ 6,581.05 55 Blue spruce 2 14.5, 14.5 $ 15,184.26 Fair $ 7,592.13 Codominant stems at 2' above grade; candidate for cabling/bracing 56 Aspen 1 8 $ 2,311.04 Poor $- Overcrowded; codominant stems removed at base 57 Blue spruce 1 14.5 $ 7,592.13 Fair $ 3,796.06 Girdling roots; declining canopy 58 Blue spruce 1 6 $ 1,299.96 Good $ 1,299.96 59 Blue spruce 1 16.5 $ 9,830.95 Fair $ 4,915.47 Overcrowded; asymmetric canopy 60 Blue spruce 1 8 $ 2,311.04 Good $ 2,311.04 61 Aspen 2 8, 10.5 $ 6,292.17 Poor $- Codominant stems at base w/ 3' of bark inclusion 62 codom stem of 61 N/A N/A $- N/A $- 63 Aspen 1 10 $ 3,611.00 Fair $ 1,805.50 Overcrowded 64 Blue spruce 1 9.5 $ 3,258.93 Fair $ 1,629.46 Overcrowded 65 Blue spruce 1 9 $ 2,924.91 Fair $ 1,462.46 Overcrowded 66 Aspen 1 8 $ 2,311.04 Fair $ 1,155.52 Overcrowded 67 Lodgepole pine 1 6 $ 1,299.96 Poor $- Overcrowded; codominant stems at base removed 68 Aspen 1 7 $ 1,769.39 Fair $ 884.70 Overcrowded Page 2of 5 Attachment A 1440 Red Butte Drive Aspen Tree Service November, 2022 ATS Tree Tag # Species # of Stems DBH Mitigation Value Condition Suggested Mitigation Value Comments 69 Off property N/A N/A $ - N/A $ - 70 Off property N/A N/A $ - N/A -$ 71 codom stem of 55 N/A N/A $ - N/A $ - 72 Blue spruce 1 11.5 $ 4,775.55 Fair $ 2,387.77 Overcrowded 73 Aspen 3 4, 4, 8.5 $ 2,608.95 Poor $ - Overcrowded; codominant stems at base w/ bark inclusions 74 Off property N/A N/A $ - N/A $ - 75 Off property N/A N/A $ - N/A -$ 76 Off property N/A N/A $ - N/A -$ 77 Aspen 3 4, 6, 7.5 $ 3,331.15 Poor $ - Codominant stems at base w/ bark inclusion; lean over house and chimney 78 codom stem of 77 N/A N/A $ - N/A $ - 79 Blue spruce 1 13.5 $ 6,581.05 Good $ 6,581.05 80 Aspen 1 6 $ 1,299.96 Fair $ 649.98 Overcrowded 81 Aspen 1 8 $ 2,311.04 Fair $ 1,155.52 Overcrowded 82 Subalpine fir 2 5, 6.5 $ 2,428.40 Poor $ - Overcrowded; codominant stems at base w/ bark inclusions 83 codom stem of 82 N/A N/A $ - N/A -$ 84 Aspen 1 13.5 $ 6,581.05 Poor $ - Overcrowded; girdled by wire mesh fencing 85 Aspen 1 17 $ 10,435.79 Fair $ 5,217.90 Girdling roots 86 Blue spruce 1 8.5 $ 2,608.95 Poor $ - Overcrowded 87 Blue spruce 1 12 $ 5,199.84 Poor $ - Overcrowded 88 Blue spruce 1 18 $ 11,699.64 Fair $ 5,849.82 Crowding could cause decline in health in future 89 Aspen 1 17.5 $ 11,058.69 Fair $ 5,529.34 Overcrowded 90 Blue spruce 1 15 $ 8,124.75 Fair $ 4,062.38 Girdling wound in trunk at 4.5' above grade 91 Blue spruce 1 17.5 $ 11,058.69 Good $ 11,058.69 92 Blue spruce 1 7.5 $ 2,031.19 Poor $ - Overcrowded; girdled at 4' above grade 93 Blue spruce 1 9 $ 2,924.91 Fair $ 1,462.46 Overcrowded 94 Blue spruce 1 8 $ 2,311.04 Good $ 2,311.04 95 Aspen 1 7.5 $ 2,031.19 Fair $ 1,015.59 Overcrowded 96 Aspen 1 9 $ 2,924.91 Fair $ 1,462.46 Overcrowded; frost crack 97 Blue spruce 1 6.5 $ 1,525.65 Good $ 1,525.65 98 Aspen 2 5, 8.5 $ 2,608.95 Poor $ - Codominant stems at base w/ 5' of bark inclusion 99 codom stem of 98 N/A N/A $ - N/A -$ 100 Blue spruce 1 8.5 $ 2,608.95 Fair $ 1,304.47 Overcrowded 101 Off property N/A N/A $ - N/A $ - 102 Off property N/A N/A $ - N/A -$ Page 3of 5 Attachment A 1440 Red Butte Drive Aspen Tree Service November, 2022 ATS Tree Tag # Species # of Stems DBH Mitigation Value Condition Suggested Mitigation Value Comments 103 Blue spruce 1 25 $ 22,568.75 Good $ 22,568.75 104 Blue spruce 1 8 $ 2,311.04 Poor $ - Overcrowded 105 Blue spruce 1 12 $ 5,199.84 Good $ 5,199.84 106 Narrowleaf cottonwood 3 8, 24, 26 $ 47,520.76 Fair $ 23,760.38 Codominant stems at base w/ 6' of bark inclusions 107 codom stem of 106 N/A N/A -$ N/A $ - 108 codom stem of 106 N/A N/A $ - N/A -$ 109 Narrowleaf cottonwood 1 24.5 $ 21,675.03 Good $ 21,675.03 110 Narrowleaf cottonwood 1 18.5 $ 12,358.65 Fair $ 6,179.32 Poor canopy structure due to overstory of adjacent mature trees 111 Narrowleaf cottonwood 1 8 $ 2,311.04 Poor $ - Cytospora canker 112 Narrowleaf cottonwood 1 24 $ 20,799.36 Good $ 20,799.36 113 Narrowleaf cottonwood 1 9 $ 2,924.91 Poor $ - Cytospora canker 114 Narrowleaf cottonwood 1 10 $ 3,611.00 Poor $ - Overcrowded; decay/fungal canker at base 115 Blue spruce 1 20.5 $ 15,175.23 Good $ 15,175.23 116 Blue spruce 1 9.5 $ 3,258.93 Fair $ 1,629.46 Overcrowded 117 Blue spruce 1 28 $ 28,310.24 Good $ 28,310.24 118 Blue spruce 1 22 $ 17,477.24 Good $ 17,477.24 119 Narrowleaf cottonwood 1 10.5 $ 3,981.13 Poor $ - Poor canopy structure from overcrowding 120 Narrowleaf cottonwood 2 11, 13 $ 10,471.90 Poor $ - Codominant stems at base w/ bark inclusion; lean toward house 121 codom stem of 120 N/A N/A $ - N/A $ - 122 Blue spruce 1 10.5 $ 3,981.13 Good $ 3,981.13 123 Narrowleaf cottonwood 3 12, 12, 26 34,810.04$ Poor $ - Decay at base; codominant stems w/ poor canopy structure 124 codom stem of 123 N/A N/A -$ N/A -$ 125 Narrowleaf cottonwood 1 12.5 $ 5,642.19 Poor $ - Poor canopy structure; old codominant stem removed at base 126 Aspen 1 7 $ 1,769.39 Poor $ - Wounds at base w/ decay present; lean toward house w/ asymmetric crown 127 Aspen 1 8.5 $ 2,608.95 Poor $ - Decay at base from previous removal of codominant stems; lean over house 128 Aspen 1 13.5 $ 6,581.05 Good $ 6,581.05 129 Aspen 1 8 $ 2,311.04 Poor $ - Overcrowded; too close to house; asymmetric canopy 130 Blue spruce 1 21 $ 15,924.51 Fair $ 7,962.26 Trunk 6" from house; limbed up approx. 25'; fire risk 131 Blue spruce 1 11 $ 4,369.31 Good $ 4,369.31 132 Narrowleaf cottonwood 1 14 $ 7,077.56 Fair $ 3,538.78 Wound at base on north side of trunk; large diameter dieback in canopy 133 Blue spruce 1 11.5 $ 4,775.55 Good $ 4,775.55 134 Blue spruce 1 4.5 $ 731.23 Fair $ 365.61 Limbed up excessively 135 Off property N/A N/A -$ N/A -$ 136 Narrowleaf cottonwood 2 16, 28 37,554.40$ Poor $ - Decay at base; poor canopy structure Page 4of 5 Attachment A 1440 Red Butte Drive Aspen Tree Service November, 2022 ATS Tree Tag # Species # of Stems DBH Mitigation Value Condition Suggested Mitigation Value Comments 137 Off property N/A N/A -$ N/A -$ 138 codom stem of 123 N/A N/A -$ N/A -$ 139 codom stem of 136 N/A N/A -$ N/A -$ 140 Narrowleaf cottonwood 1 13 $ 6,102.59 Poor $- Decay at base; poor canopy structure 141 Blue spruce 1 5 $ 902.75 Good $ 902.75 142 Narrowleaf cottonwood 1 7.5 $ 2,031.19 Fair $ 1,015.59 Overcrowded by overstory of adjacent mature trees 143 Aspen 3 5, 6, 7 3,069.35$ Poor $- Codominant stems x3 at base w/ bark inclusions; overcrowded 144 codom stem of 143 N/A N/A -$ N/A -$ 145 Aspen 1 6.5 $ 1,525.65 Good $ 1,525.65 738,043.29$ 412,231.76$ Page 5of 5 Attachment A Attachment B 5020 County Road 154 Glenwood Springs, CO 81601 phone: (970) 945-7988 fax: (970) 945-8454 email: kaglenwood@kumarusa.com www.kumarusa.com Office Locations: Denver (HQ), Parker, Colorado Springs, Fort Collins, Glenwood Springs, and Summit County, Colorado SUBSOIL STUDY FOR FOUNDATION DESIGN PROPOSED ADDITIONS LOT 4, BLOCK 1, RED BUTTE SUBDIVISION 1440 RED BUTTE DRIVE ASPEN, COLORADO PROJECT NO. 22-7-577 NOVEMBER 4, 2022 PREPARED FOR: F AND M ARCHITECTS ATTN: COLLEEN LAUGHLIN P.O. BOX 6762 SNOWMASS VILLAGE, COLORADO 81615 colleen@fandmarchitects.com Kumar & Associates, Inc. ® Project No. 22-7-577 TABLE OF CONTENTS PURPOSE AND SCOPE OF STUDY ....................................................................................... - 1 - PROPOSED CONSTRUCTION ................................................................................................ - 1 - SITE CONDITIONS ................................................................................................................... - 1 - FIELD EXPLORATION ............................................................................................................ - 1 - SUBSURFACE CONDITIONS ................................................................................................. - 2 - FOUNDATION BEARING CONDITIONS .............................................................................. - 2 - DESIGN RECOMMENDATIONS ............................................................................................ - 3 - FOUNDATIONS .................................................................................................................... - 3 - FOUNDATION AND RETAINING WALLS ....................................................................... - 3 - FLOOR SLABS ...................................................................................................................... - 4 - UNDERDRAIN SYSTEM ..................................................................................................... - 5 - DRYWELL ............................................................................................................................. - 5 - SURFACE DRAINAGE ......................................................................................................... - 6 - LIMITATIONS ........................................................................................................................... - 6 - FIGURE 1 - LOCATION OF EXPLORATORY BORING FIGURE 2 - LOG OF EXPLORATORY BORING FIGURE 3 - GRADATION TEST RESULTS TABLE 1 - PERCOLATION TEST RESULTS Kumar & Associates, Inc. ® Project No. 22-7-577 PURPOSE AND SCOPE OF STUDY This report presents the results of a subsoil study for proposed additions to the residence located on Lot 4, Block 1, Red Butte Subdivision, 1440 Red Butte Drive, Aspen, Colorado. The project site is shown on Figure 1. The purpose of the study was to develop recommendations for the foundation design. The study was conducted in accordance with our proposal for geotechnical engineering services to F and M Architects, dated August 15, 2022. A field exploration program consisting of an exploratory boring was conducted to obtain information on the subsurface conditions. Samples of the subsoils obtained during the field exploration were tested in the laboratory to determine their classification and other engineering characteristics. The results of the field exploration and laboratory testing were analyzed to develop recommendations for foundation types, depths and allowable pressures for the proposed building foundation. This report summarizes the data obtained during this study and presents our conclusions, design recommendations and other geotechnical engineering considerations based on the proposed construction and the subsurface conditions encountered. PROPOSED CONSTRUCTION The proposed additions consist of crawlspace expansion below the middle of the residence and a new structure near the front part of the lot, see Figure 1. The new structure will have a green roof over sub-grade area. We assume relatively light foundation loadings, typical of the proposed type of construction. If building loadings, location or grading plans change significantly from those described above, we should be notified to re-evaluate the recommendations contained in this report. SITE CONDITIONS The subject site was developed with a two-story residence in the northern part of the lot at the time of our field exploration. The new structure site in the southern part of the lot is relatively flat and gently sloping down to the north and about 3 to 4 feet higher than the residence site. Vegetation consists of landscaped bushes, trees and lawn. The Roaring Fork River follows the north end of the lot. FIELD EXPLORATION The field exploration for the project was conducted on October 5, 2022. One exploratory boring was drilled off the driveway at the location shown on Figure 1 to evaluate the subsurface - 2 - Kumar & Associates, Inc. ® Project No. 22-7-577 conditions. The boring was advanced with 4-inch diameter continuous flight augers powered by a truck-mounted CME-45B drill rig. The boring was logged by a representative of Kumar & Associates, Inc. Samples of the subsoils were taken with a 1⅜-inch I.D. spoon sampler. The sampler was driven into the subsoils at various depths with blows from a 140 pound hammer falling 30 inches. This test is similar to the standard penetration test described by ASTM Method D-1586. The penetration resistance values are an indication of the relative density or consistency of the subsoils. Depths at which the samples were taken and the penetration resistance values are shown on the Log of Exploratory Boring, Figure 2. The samples were returned to our laboratory for review by the project engineer and testing. SUBSURFACE CONDITIONS A graphic log of the subsurface conditions encountered at the site is shown on Figure 2. The subsoils, below about 4 inches of driveway gravel, consist of medium dense to dense, silty sand and sandy gravel with cobbles to the drilled depth of 20 feet. Laboratory testing performed on samples obtained from the boring included natural moisture content and gradation analyses. The results of gradation analyses performed on small diameter drive samples (minus 1½-inch fraction) of the coarse granular subsoils are shown on Figure 4. Free water was encountered at a depth of about 9 feet in the boring at the time of drilling and the upper soils were moist. FOUNDATION BEARING CONDITIONS The natural sand and sandy gravel soils encountered in the exploratory boring possess moderate bearing capacity and typically low settlement potential. At crawlspace depth of the residence, we expect similar sand and gravel soils suitable for support of spread footings. We should observe the building excavation for bearing conditions and the need to sub-excavate fill soils. Groundwater level is relatively shallow and will rise during snowmelt runoff and rise of the Roaring Fork River. The feasibility of the crawlspace expansion and the sub-grade area of the new structure should consider the highest potential of the groundwater level. The City of Aspen requires an engineered excavation stabilization plan if proposed foundations are within 15 feet of a neighboring structure or public travel way. The plan is not required if excavations are less than 5 feet below existing grades or further than 15 feet from travel ways and less than 15 feet deep. Slope bracing through use of a variety of systems such as soil nails or - 3 - Kumar & Associates, Inc. ® Project No. 22-7-577 micro-piles should be feasible at the site. A shoring contractor should provide design drawings to support the proposed excavation slopes as needed. Other City requirements may also be applicable. DESIGN RECOMMENDATIONS FOUNDATIONS Considering the subsurface conditions encountered in the exploratory boring and the nature of the proposed construction, we recommend the building additions be founded with spread footings bearing on the natural granular soils. The design and construction criteria presented below should be observed for a spread footing foundation system. 1) Footings placed on the undisturbed natural granular soils should be designed for an allowable bearing pressure of 2,000 psf. Based on experience, we expect settlement of footings designed and constructed as discussed in this section will be about 1 inch or less. 2) The footings should have a minimum width of 16 inches for continuous walls and 2 feet for isolated pads. 3) Exterior footings and footings beneath unheated areas should be provided with adequate soil cover above their bearing elevation for frost protection. Placement of foundations at least 42 inches below exterior grade is typically used in this area. 4) Continuous foundation walls should be reinforced top and bottom to span local anomalies such as by assuming an unsupported length of at least 12 feet. Foundation walls acting as retaining structures should also be designed to resist lateral earth pressures as discussed in the "Foundation and Retaining Walls" section of this report. 5) The topsoil, existing fill and any loose or disturbed soils should be removed and the footing bearing level extended down to the relatively dense natural granular soils. The exposed soils in footing area should then be compacted. 6) A representative of the geotechnical engineer should observe all footing excavations prior to concrete placement to evaluate bearing conditions. FOUNDATION AND RETAINING WALLS Foundation walls and retaining structures which are laterally supported and can be expected to undergo only a slight amount of deflection should be designed for a lateral earth pressure - 4 - Kumar & Associates, Inc. ® Project No. 22-7-577 computed on the basis of an equivalent fluid unit weight of at least 50 pcf for backfill consisting of the on-site granular soils. Cantilevered retaining structures which are separate from the addition and can be expected to deflect sufficiently to mobilize the full active earth pressure condition should be designed for a lateral earth pressure computed on the basis of an equivalent fluid unit weight of at least 40 pcf for backfill consisting of the on-site granular soils. Backfill should not contain organics, debris or rock larger than about 6 inches. All foundation and retaining structures should be designed for appropriate hydrostatic and surcharge pressures such as adjacent footings, traffic, construction materials and equipment. The pressures recommended above assume drained conditions behind the walls and a horizontal backfill surface. The buildup of water behind a wall or an upward sloping backfill surface will increase the lateral pressure imposed on a foundation wall or retaining structure. An underdrain should be provided to prevent hydrostatic pressure buildup behind walls. Backfill should be placed in uniform lifts and compacted to at least 90% of the maximum standard Proctor density at a moisture content near optimum. Backfill placed in pavement and walkway areas should be compacted to at least 95% of the maximum standard Proctor density. Care should be taken not to overcompact the backfill or use large equipment near the wall, since this could cause excessive lateral pressure on the wall. Some settlement of deep foundation wall backfill should be expected, even if the material is placed correctly, and could result in distress to facilities constructed on the backfill. The lateral resistance of foundation or retaining wall footings will be a combination of the sliding resistance of the footing on the foundation materials and passive earth pressure against the side of the footing. Resistance to sliding at the bottoms of the footings can be calculated based on a coefficient of friction of 0.40. Passive pressure of compacted backfill against the sides of the footings can be calculated using an equivalent fluid unit weight of 375 pcf. The coefficient of friction and passive pressure values recommended above assume ultimate soil strength. Suitable factors of safety should be included in the design to limit the strain which will occur at the ultimate strength, particularly in the case of passive resistance. Fill placed against the sides of the footings to resist lateral loads should be a granular material compacted to at least 95% of the maximum standard Proctor density at a moisture content near optimum. FLOOR SLABS The natural on-site soils, exclusive of topsoil and fill, are suitable to support lightly loaded slab- on-grade construction. To reduce the effects of some differential movement, floor slabs should be separated from all bearing walls and columns with expansion joints which allow unrestrained - 5 - Kumar & Associates, Inc. ® Project No. 22-7-577 vertical movement. Floor slab control joints should be used to reduce damage due to shrinkage cracking. The requirements for joint spacing and slab reinforcement should be established by the designer based on experience and the intended slab use. A minimum 4-inch layer of free- draining gravel should be placed beneath interior slabs to facilitate drainage. This material should consist of minus 2-inch aggregate with at least 50% retained on the No. 4 sieve and less than 2% passing the No. 200 sieve. All fill materials for support of floor slabs should be compacted to at least 95% of maximum standard Proctor density at a moisture content near optimum. Required fill can consist of the on-site granular soils devoid of vegetation, topsoil and oversized rock. We recommend vapor retarders conform to at least the minimum requirements of ASTM E1745 Class C material. Certain floor types are more sensitive to water vapor transmission than others. For floor slabs bearing on angular gravel or where flooring system sensitive to water vapor transmission are utilized, we recommend a vapor barrier be utilized conforming to the minimum requirements of ASTM E1745 Class A material. The vapor retarder should be installed in accordance with the manufacturers’ recommendations and ASTM E1643. UNDERDRAIN SYSTEM Free water was encountered at relatively shallow depth and it has been our experience in the area that the water level can rise and local perched groundwater can develop during times of heavy precipitation or seasonal runoff. Frozen ground during spring runoff can create a perched condition. We understand that below grade areas of the proposed construction will be fully drained and not designed for hydrostatic loading or water-tight to resist buoyancy. Below-grade construction, such as retaining walls, crawlspace and basement areas, will need to be protected from wetting and hydrostatic pressure buildup by an underdrain system. The drains should consist of drainpipe placed in the bottom of the wall backfill surrounded above the invert level with free-draining granular material. The drain should be placed at each level of excavation and at least 1 foot below lowest adjacent finish grade and sloped at a minimum 1% to a suitable gravity outlet, drywell or sump and pump. Free-draining granular material used in the underdrain system should contain less than 2% passing the No. 200 sieve, less than 50% passing the No. 4 sieve and have a maximum size of 2 inches. The drain gravel backfill should be at least 1½ feet deep. DRYWELL Drywells and bio-swales are often used in the Aspen area for site water runoff detention and disposal. The natural granular soils encountered at the site are relatively free draining and should - 6 - Kumar & Associates, Inc. ® Project No. 22-7-577 be suitable for surface water treatment and disposal. The results of percolation testing performed in Boring 1, presented in Table 1, indicate an infiltration rate of about ½ minute per inch (rate of 240 feet per day, equivalent inverted units). The bedrock is generally known to be relatively deep in this area and should not affect the drywell design. Groundwater level is relatively shallow and should be considered in the drywell design. If a drywell is used, it should have solid casing down to at least the adjacent lower level grade with perforations below that level and located at least 10 feet from the building foundation. SURFACE DRAINAGE The following drainage precautions should be observed during construction and maintained at all times after the additions have been completed: 1) Inundation of the foundation excavations and underslab areas should be avoided during construction. 2) Exterior backfill should be adjusted to near optimum moisture and compacted to at least 95% of the maximum standard Proctor density in pavement and slab areas and to at least 90% of the maximum standard Proctor density in landscape areas. 3) The ground surface surrounding the exterior of the building should be sloped to drain away from the foundation in all directions. We recommend a minimum slope of 6 inches in the first 10 feet in unpaved areas and a minimum slope of 2½ inches in the first 10 feet in paved areas. Free-draining wall backfill should be covered with filter fabric and capped with at least 2 feet of the on-site finer graded soils to reduce surface water infiltration. 4) Roof downspouts and drains should discharge well beyond the limits of all backfill. 5) Landscaping which requires regular heavy irrigation should be located at least 5 feet from foundation walls. LIMITATIONS This study has been conducted in accordance with generally accepted geotechnical engineering principles and practices in this area at this time. We make no warranty either express or implied. The conclusions and recommendations submitted in this report are based upon the data obtained from the exploratory boring drilled at the location indicated on Figure 1, the proposed type of construction and our experience in the area. Our services do not include determining the presence, prevention or possibility of mold or other biological contaminants (MOBC) developing in the future. If the client is concerned about MOBC, then a professional in this special field of -7- practice should be consulted. Our findings include interpolation and extrapolation of the subsurface conditions identified at the exploratory boring and variations in the subsurface conditions may not become evident until excavation is performed. If conditions encountered during construction appear different from those described in this report, we should be notified so that re-evaluation of the recommendations may be made. This report has been prepared for the exclusive use by our client for design purposes. We are not responsible for technical interpretations by others of our information. As the project evolves, we should provide continued consultation and field services during construction to review and monitor the implementation of our recommendations, and to verify that the recommendations have been appropriately interpreted. Significant design changes may require additional analysis or modifications to the recommendations presented herein. We recommend on -site observation of excavations and foundation bearing strata and testing of structural fill by a representative of the geotechnical engineer. Respectfully Submitted, Kumar & Associates, Steven L. Pawlak, P Reviewed by: Daniel E. Hardin, P.E. SLP/kac Kumar & Associates, Inc. Project No. 22-7-577 Kumar & Associates Kumar & Associates Kumar & Associates TABLE 1 PERCOLATION TEST RESULTS PROJECT NO. 22-7-577 HOLE NO. HOLE DEPTH (INCHES) LENGTH OF INTERVAL (MIN) WATER DEPTH AT START OF INTERVAL (INCHES) WATER DEPTH AT END OF INTERVAL (INCHES) DROP IN WATER LEVEL (INCHES) AVERAGE PERCOLATION RATE (MIN./INCH) 2 30 16 14 0.1 16 8 8 0.3 Water Added 34 18 16 0.1 B-1 64 18 9 9 0.2 Water Added 38 28 10 0.2 28 23 5 0.4 23 18 5 0.4 18 13 5 0.4 Note: The percolation test was conducted in a 4-inch diameter borehole on October 5, 2022.