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HomeMy WebLinkAboutChurchill conditional use permit and certificate of Appropriateness, Z-12912 Commission Memorandum REPORT TO: Honorable Mayor and City Commission FROM: Chris Saunders, Assistant Director Tim McHarg, Planning Director SUBJECT: #Z-12192 – Churchill conditional use permit and certificate of appropriateness for construction of home and accessory dwelling unit at 1111 South Willson Avenue. MEETING DATE: September 10, 2012 AGENDA ITEM TYPE: Action (Quasi-Judicial Item) RECOMMENDATION: Approve application Z-12192 with conditions and code requirements as suggested by staff. RECOMMENDED MOTION: “Having reviewed the application materials, considered public comment, and considered all of the information presented, I hereby adopt the findings presented in the staff report for application Z-12192, and move to approve the conditional use permit with certificate of appropriateness.” BACKGROUND: On August 27, 2011 a fire at 1111 South Willson severely damaged the homes at that address. Analysis of the structure indicates that the property is not salvageable. The property owner has proposed to remove the existing structure and replace it with a single household residence and an accessory dwelling unit. The proposal appears to generally conform to relevant adopted standards. UNRESOLVED ISSUES: None ALTERNATIVES: Approve, approve with conditions, or disapprove the application. FISCAL EFFECTS: None Attachments: Staff report Application materials Report compiled on: August 29, 2012 489 #Z-12192 Churchill ADU CUP Staff Report 1 City Commission Staff Report for Churchill Accessory Dwelling Unit in R-1 Zoning District - CUP File #Z-12192 Item: A Conditional Use Permit and Certificate of Appropriateness application to allow an Accessory Dwelling Unit in the home located at 1111 S. Willson Avenue, zoned R-1, Residential Single Household Low-Density District Owner: Barton Churchill, PO Box 3268, Beverly MA 01915 Applicant/Representative: OYM-Design, PO Box 991, Bozeman MT 59771 Date: City Commission Meeting, September 10, 2012, 6:00 p.m., in the City Commission Meeting Room, Bozeman City Hall, 121 North Rouse Avenue, Bozeman, Montana. Report By: Chris Saunders, Assistant Director Recommendation: Conditional Approval ______________________________________________________________________________ Project Location The site is located at 1111 South Willson Avenue. The property is legally described as Lots 6&7, Block 12, Butte Addition in Section 18, Township 2 South and Range 6 East. 490 #Z-12192 Churchill ADU CUP Staff Report 2 Proposal/Background The parcels have been developed with the current home since 1950. On August 27, 2011 a fire severely damaged the building. The proposal is for the demolition of the existing damaged structure and construction of a new single detached home and includes a request to install an Accessory Dwelling Unit (ADU). The ADU is located in the basement of the main home. As accessory dwelling units are a conditional use in the R-1 zoning district, a conditional use permit (CUP) has been requested. The property is located within the neighborhood conservation overlay district. Staff finds the proposal compliant with all City of Bozeman standards for ADU use within the R-1 zoning district including parking, lot area, utilities, setbacks, building height, ADU square footage and entrance location. Occupancy standards will be recorded with the CUP at the Gallatin Clerk and Recorder’s office. This review is being conducted for the CUP to mitigate the impacts that might arise from an ADU use in an R-1 zoning District. As required, the accessory dwelling unit is part of the principal dwelling and is clearly incidental to the principal dwelling by meeting the following criteria under Section 38.22.030.A.9: a. The accessory dwelling unit is created only in a single-household detached dwelling unit on a lot of 6,000 square feet or more; b. The accessory dwelling does not exceed one-third of the total area of the principal structure; and, c. The accessory dwelling unit is created through internal conversion of the principal structure. d. The entrance is separate from the entrance of the principal structure and the entrance is located in the side yard. 491 #Z-12192 Churchill ADU CUP Staff Report 3 Recommended Conditions of Approval Based on the subsequent analysis, the DRC and Staff find that the application, with conditions and code provisions, is in general compliance with the adopted Growth Policy and the City of Bozeman Unified Development Ordinance. The following conditions of approval are recommended: Recommended Conditions: 1. Prior to issuance of a building permit, either the two lots shall be aggregated through a subdivision exemption, or the home shall be redesigned to provide for the required fire separation along the property line in accordance with the provisions of the building code. 2. Parking for the ADU provided to the side of the garage shall be maintained for exclusive use of the accessory dwelling unit. 3. The ADU shall not be expanded without being subject to applicable CUP provisions established in Chapter 38.19, BMC 4. Upon submitting the Final Site Plan for approval by the Planning Director, and prior to the issuance of a building permit, the applicant will also submit a written narrative outlining how each of the above conditions of approval and code provisions have been satisfied or met. 5. Trees shall not be planted within 10 feet of any water or sewer service line. 6. Section 38.21.060.A.2 limits the amount the balcony can encroach into the required side yard. Prior to approval of Final Site Plan, the balcony encroachment must be labeled and clarified to conform to this requirement. Code Provisions: A. Section 38.19.110.F, In addition to all other conditions, the following general requirements apply to every conditional use permit granted: 1. That the right to a use and occupancy permit shall be contingent upon the fulfillment of all general and special conditions imposed by the conditional use permit procedure; and 2. That all of the conditions shall constitute restrictions running with the land use, shall apply and be adhered to by the owner of the land, successors or assigns, shall be binding upon the owner of the land, his successors or assigns, shall be consented to in writing, and shall be recorded as such with the county clerk and recorder's office by the property owner prior to the issuance of any building permits, final plan approval or commencement of the conditional use. B. Section 38.19.110. I, Termination/Revocation of Conditional Use Permit approval. 1. Conditional use permits are approved based on an analysis of current local circumstances and regulatory requirements. Over time these things may change and the use may no longer be appropriate to a location. A conditional use permit will be considered as terminated and of no further effect if: a. After having been commenced, the approved use is not actively conducted on the site for a period of two continuous calendar years; 492 #Z-12192 Churchill ADU CUP Staff Report 4 b. Final zoning approval to reuse the property for another principal or conditional use is granted; c. The use or development of the site is not begun within the time limits of the final plan approval in Section 19.38.130, BMC. 2. A conditional use which has terminated may be reestablished on a site by either the review and approval of a new conditional use permit application, or a determination by the Planning Director that the local circumstances and regulatory requirements are essentially the same as at the time of the original approval. A denial of renewal by the Planning Director may not be appealed. If the Planning Director determines that the conditional use permit may be renewed on a site then any conditions of approval of the original conditional use permit are also renewed. 3. If activity begins for which a conditional use permit has been given final approval, all activities must comply with any conditions of approval or code requirements. Should there be a failure to maintain compliance the City may revoke the approval through the procedures outlined in Section 38.34.160, BMC. C. Section 38.19.120, Final Plan, states that no later than six months after the date of approval of a preliminary plan, the applicant shall submit to the Planning Department a final plan with accompanying application form and review fee. The number of copies of the final plan to be submitted shall be established by the Planning Director. The final plan shall contain the materials required in 38.41.080 and 38.71.090 BMC and whatever revisions to the preliminary site plan or master site plan are required to comply with any conditions of approval. Prior to the passage of six months, the applicant may seek an extension of not more than an additional six months from the Planning Director. In addition the owner shall submit a certification of completion and compliance stating that they understand any conditions of approval and the submitted final plans have complied with any conditions of approval or corrections to comply with code provisions. D. Section 38.22.030.A.1 The detached dwelling unit within which the accessory dwelling unit is located, or the accessory dwelling unit itself, is actually and physically occupied as a principal residence by at least one owner of record who possesses at least an estate for life or a 50 percent fee simple ownership interest. No more than one of the dwellings, either the principal dwelling or the accessory dwelling, may be rented by non-owners at the same time. The city may require a guarantee of compliance with the requirements of this section, including but not limited to a binding deed restriction or covenant enforcing the single rental restriction as allowed in section 38.39.080.B, as a condition of approval; E. Section 38.22.030.A.3 states the occupancy of the accessory dwelling unit shall not exceed two persons. F. Section 38.23.150 F Lighting Specifications for All Lighting, states that in all light fixtures, the light source and associated lenses shall not protrude below the edge of the light fixture, and shall not be visible from adjacent streets or properties. For lighting horizontal areas such as roadways, sidewalks, entrances and parking areas, fixtures shall meet IESNA “full-cutoff” criteria (no light output emitted above 90 degrees at any lateral angle around the fixture). 493 #Z-12192 Churchill ADU CUP Staff Report 5 G. Section 38.26.100 A. Landscaping General Maintenance states required landscaping must be maintained in a healthy, growing condition at all times. The property owner is responsible for regular weeding, mowing of grass, irrigating, fertilizing, pruning and other maintenance of all plantings as needed. Failure to maintain required landscaping in a healthy growing condition at all times may result in revocation of an occupancy permit. When enforcing this provision of this chapter, external factors such as seasonality and availability of landscape stock shall be considered before any action to revoke an occupancy permit is taken. H. Section 38.34.100 states that a building permit shall be obtained within one year of approval, or said approval shall become null and void. Prior to the lapse of one year, the applicant may seek an extension of one additional year from the Planning Director. I. Section 38.34.110 states that no permit or license shall be issued unless the use, arrangement and construction has been set forth in such approved plans and applications. Conditions and Code Provisions from other DRC members: J. Appropriate fire separation between the principal dwelling and the ADU is required. Contact the Building Division at 582-2375 for current requirements Building/Fire K. Section 40.02.750 Protective Devices, In Accordance with the BMC Section 40.02.750 the Water/Sewer Superintendent is requiring an inspection of your water service to determine whether the water service has backflow protection and if such protection is installed that the device is appropriate for the level of use for the facility. If the service has been found without backflow protection the applicant will have a preventer and expansion tank installed. If the existing device does not provide adequate protection, the applicant will be required to replace the preventer with a preventer that is designed to provide adequate protection. Water and Sewer L. Any existing damaged city sidewalk panels fronting the property shall be replaced as part of the project. Engineering Conclusion/Recommendation The DRC and Staff have reviewed the Churchill ADU proposal and recommend City Commission approval of the application with the conditions and code provisions outlined in this Staff Report. The applicant must comply with all provisions of the Bozeman Unified Development Code, which are applicable to this project, prior to receiving Final Site Plan approval. The applicant is advised that unmet code provisions, or code provisions that are not specifically listed as conditions of approval, does not, in any way, create a waiver or other relaxation of the lawful requirements of the Bozeman Municipal Code or State law. 494 #Z-12192 Churchill ADU CUP Staff Report 6 Zoning Designation & Land Uses The property is zoned R-1, Residential Single Household Low Density District. The intent of the R-1 residential single-household low density district is to provide for primarily single-household residential development and related uses within the city at urban densities, and to provide for such community facilities and services as will serve the area's residents while respecting the residential character and quality of the area. The following land uses and zoning are adjacent to the subject property: North: Residential Single household, zoned R-1 South: Residential Single household, zoned R-1 East: Residential Single household, zoned R-1 West: Residential Single household, zoned R-1 Adopted Growth Policy Designation The Future Land Use Map (Figure 3-1) of the recently updated Bozeman Community Plan designates the subject property to develop as Residential. This category designates places where the primary activity is urban density dwellings. Other uses which complement residences are also acceptable such as parks, low intensity home based occupations, fire stations, churches, and schools. High density residential areas should be established in close proximity to commercial centers to facilitate the provision of services and employment opportunities to persons without requiring the use of an automobile. Implementation of this category by residential zoning should provide for and coordinate intensive residential uses in proximity to commercial centers. The residential designation indicates that it is expected that development will occur within municipal boundaries, which may require annexation prior to development. The dwelling unit density expected within this classification varies between 6 and 32 dwellings per net acre. A higher density may be considered in some locations and circumstances. A variety of housing types can be blended to achieve the desired density. Large areas of single type housing are discouraged. In limited instances the strong presence of constraints and natural features such as floodplains may cause an area to be designated for development at a lower density than normally expected within this category. All residential housing should be arranged with consideration of compatibility with adjacent development, natural constraints such as watercourses or steep slopes, and in a fashion which advances the overall goals of the Bozeman growth policy. The residential designation is intended to provide the primary locations for additional housing within the planning area. Bozeman Review Criteria & Staff findings Section 38.19.110.E. CONDITIONAL USE PERMIT; Consideration and Findings for Conditional Use Permits In addition to the plan review criteria contained in Section 38.19.100 below, the Review 495 #Z-12192 Churchill ADU CUP Staff Report 7 Authority shall, in approving a conditional use permit, determine favorably as follows: 1. That the site for the proposed use is adequate in size and topography to accommodate such use, and all yards, spaces, walls and fences, parking, loading and landscaping are adequate to properly relate such use with the land and uses in the vicinity. The lot is 6,752 square feet in area. Landscaping and open space comprises approximately 72% of the lot. The parking requirements have been met for both the principal residence and the ADU. An existing detached garage provides parking for the main dwelling and an additional parking stall is provided adjacent to the garage for the use of the ADU. Access to this parking is accessed from the alley. Landscaping will be typical for a single family home. Per city standard, the homeowner is required to maintain 75 percent coverage of all yards with natural grass, vegetative groundcover or other natural living plant materials, the remainder of which is covered with nonvegatative decorative landscape design elements such as washed rock, lava rock, bark chips and ornamental features such as pools, fountains, benches, etc. For the purposes of landscaping the “yard area” includes all those areas from the building wall to the property line exclusive of drive accesses and walkways. 2. That the proposed use will have no material adverse effect upon the abutting property. Persons objecting to the recommendations of review bodies carry the burden of proof. A notice was placed in the front yard and surrounding property owners within 200 feet of the property were mailed notices informing them of the proposed use and variance request, per UDO requirements. No public comment had been received at the time of writing this staff report. Any public comment received hereafter will be forwarded to the City Commission members prior to the public hearing. Staff does not anticipate any adverse effect upon the abutting property and feel any concerns arising from the establishment of an ADU are mitigated by the conditions and code provisions listed in this report. 3. That any additional conditions stated in the approval are deemed necessary to protect the public health, safety and general welfare. Such conditions may include, but are not limited to: regulation of use; special yards, spaces and buffers; special fences, solid fences and walls; surfacing of parking areas; requiring street, service road or alley dedications and improvements or appropriate bonds; regulation of points of vehicular ingress and egress; regulation of signs; requiring maintenance of the grounds; regulation of noise, vibrations and odors; regulation of hours for certain activities; time period within which the proposed use shall be developed; duration of use; requiring the dedication of access rights; other such conditions as will make possible the development of the City in an orderly and efficient manner. Staff has developed, through the review process, recommended project conditions that are included to protect the public health, safety, and general welfare. A CUP document will be prepared incorporating all conditions and code provisions for recordation. 496 #Z-12192 Churchill ADU CUP Staff Report 8 Section 38.19.100 Plan Review Criteria In considering applications for plan approval under this title, the review authority and advisory bodies shall consider the following criteria: 1. Conformance to and consistency with the City’s adopted growth policy The Butte Addition and original site development predated the City’s first growth policy in 1958. The site is presently designated as Residential and the proposed use of the site is residential. The growth policy encourages infill development and reinvestment in existing developed portions of the community. Evaluation of the project against the goals and objectives of the growth policy indicates that the site complies with the growth policy. 2. Conformance to this chapter, including the cessation of any current violations Staff is not aware of any current violations on the subject property. The applicant is advised that unmet code provisions, or code provisions that are not specifically listed as conditions of approval, does not, in any way, create a waiver or other relaxation of the lawful requirements of the Bozeman Municipal Code or state law. 3. Conformance with all other applicable laws, ordinances, and regulations The Final Site Plan will be reviewed to ensure compliance with this section. The plans will be further evaluated against the requirements of the International Building Code at the time application is made for a Building Permit. The building code requires fire separation and protection along property lines. As the existing damaged home currently straddles the existing property line and will be a entirely demolished, the new home must conform to the present building code. This includes a requirement to fire separate along the property line. This would require substantial redesign of the home. Alternatively, the parcels may be combined by a subdivision exemption which would remove the lot line and remove the need to provide fire separation. 4. Relationship of site plan elements to conditions both on and off the property The site plan for the home shows a similar layout and pattern to surrounding properties. The lot layout is typical for a residential parcel in the neighborhood conservation overlay district. Circulation patterns connect to adjacent streets, alleys, and sidewalks. 5. The impact of the proposal on the existing and anticipated traffic and parking conditions Staff finds the parking for the principal dwelling and proposed ADU are adequately addressed with the applicant’s proposal. No material impact is expected. 6. Pedestrian and vehicular ingress and egress Pedestrian and vehicular ingress and egress is typical and similar to other single family developments within the surrounding developed area. Repair of broken sidewalk panels is required as part of the project to maintain functional pedestrian circulation. 7. Landscaping, including the enhancement of buildings, the appearance of vehicular use, open space, and pedestrian areas, and the preservation or replacement of natural 497 #Z-12192 Churchill ADU CUP Staff Report 9 vegetation • Bozeman Municipal Code (BMC) requires that yard landscaping be maintained to provide vegetative cover for at least 75% of the yard area exclusive of buildings, driveways and walkways and that it be maintained in a healthy condition. • The building has been designed to appear as a single family dwelling. • Open space: there is no open space requirement with this application, beyond the required R-1 setbacks established in the BMC. The required setbacks have been met. 8. Open space There are no open space requirements associated with this application other than required yard setbacks which are met (see above). 9. Building location and height The main building is located so that the front of the structure meets required setbacks and is similar in pattern to the adjacent development. The building complies with all required side yards. There is an existing detached garage which also meets setback locations. The new building is two stories and 28 feet 4 inches which complies with applicable height limits. 10. Setbacks These standards are met by the existing condition and are unchanged with the applicant’s proposal. 11. Lighting No exterior lighting modification is proposed with this application. See code provisions listed in this staff report. 12. Provisions for utilities, including efficient public services and facilities Not applicable. The electrical plan is reviewed during building permit review, and a condition regarding a backflow prevention device was provided. Impact fees will be due prior to issuance of building permit for the addition of the ADU. 13. Site surface drainage Additional driveway surfacing and concrete entryway is minimal and within what’s allowed for a single family dwelling. 14. Loading and unloading areas No loading areas are proposed with this application. 15. Grading The grading is unchanged with this application 16. Signage No signage is proposed or permitted for this use. 17. Screening None required. 498 #Z-12192 Churchill ADU CUP Staff Report 10 18. Overlay district provisions The site is located within the neighborhood conservation overlay district which requires review for historic compatibility. These are addressed through the certificate of appropriateness review under section 38.16.050. Evaluation of the review criteria show that the proposed structural design and materials conform to the requirements. See the attached ADR review memo. As shown in the application materials the existing structure was damaged to the extent that its removal and replacement complies with all criteria for removal of the structure. 19. Other related matters, including relevant comment from affected parties No public comment has been received at this time. 20. If the development includes multiple lots that are interdependent for circulation or other means of addressing requirement of this title, whether the lots are either: Configured so that the sale of individual lots will not alter the approved configuration or use of the property or cause the development to become nonconforming; or, The subject of reciprocal and perpetual easements or other agreements to which the City is a party so that the sale of individual lots will not cause one or more elements of the development to become nonconforming. The site is lots 6 and 7 of block 12 of the Butte Addition. All use of the lots are interdependent to meet the minimum standards of the chapter and the building code. 21. Compliance with Chapter 10, Article 8, BMC (Workforce Housing) Not applicable 22. Phasing of Development Not applicable Attachments: Application Administrative Design Review Memo Report Sent to: Barton Churchill, Barton Churchill, PO Box 3268, Beverly MA 01915 OYM-Design, PO Box 991, Bozeman MT 59771 499 1 To: Chris Saunders From: Courtney Kramer, Historic Preservation Officer Date: August 28, 2012 RE: Churchill Residence Administrative Design Review (ADR) Chapter 3 “Guidelines for Residential Character Areas” of Bozeman’s Design Guidelines for Historic Preservation and the Neighborhood Conservation Overlay District have been utilized in development of this ADR report. Sec. 38.16.050 “Standards for a Certificate of Appropriateness” 1. Height; The design proposes a building height of 28 feet at the ridge, with a fairly steep 12:10 front-gable roof pitch set perpendicular to the street. The perceived height of the residence from the public right of way will be exacerbated by the rise in grade from the street/ sidewalk to the ground level where the building will be constructed. The total height is not incompatible with the neighborhood, and different components of the front façade (porch, living room area, balcony, open clerestory windows) strive to break the façade into smaller modules. Please see additional comments under “Relationship of building masses and spaces” and “Scale.” 2. Proportions of doors and windows; The doors and windows proposed with this application are of a similar size, location and arrangement as others found in the neighborhood. The division of window parts, with a 2/3 upper and 1/3 lower sash, is not the typical double-hung style found in the neighborhood, but the proportions are appropriate within the context of the neighborhood. Staff finds the proportions of doors and windows appropriate. 3. Relationship of building masses and spaces; The design proposes a 31 foot wide and 28 foot tall building on a 50 foot wide lot. The front-gable roof form with a 10:12 roof pitch significantly reduces the perceived bulk and massing of the building. The sidewall height from the ground to the eaves is just over 14 feet, thus creating a massing consistent with neighborhood pattern. The site layout 500 2 proposes a new residence facing South Willson Avenue and retains the existing garage/ vehicular access off of the alley. Spatially, the proposed residence is not centered on the lot. The design attempts to maximize this residence’s southern exposure by pushing the proposed building to the minimum 5 foot side yard setback along the northern property line and incorporating a 9 foot wide light well on the southern side of the residence. Staff is concerned that this minimum setback and 28 foot building height may impact natural solar gain to the residence to the north, especially during the winter months. This effect is seen at 525 South Black Avenue, a residence constructed in 2009 which is also 28 feet in height. Bozeman Municipal Code does not, at this time, address protection of solar gain and comments made here are without the benefit of knowing the side yard setback of the residence to the north (ie, perhaps the residence to the north is set back far enough from the shared property line for this comment to not matter). This spatial arrangement is allowed by municipal code, and is consistent with the existing home placement which is off-centered to the north. If this were a newly developed lot this off-centered placement could be inappropriate within the context of the neighborhood and the built environment of the Neighborhood Conservation Overlay District. Also of concern spatially is the split sidewalk leading to building entrances. One set of sidewalk/ pavers leads to the center of the building, and then they split, going north to the front porch and the entrance to the principal dwelling or going south towards the lightwell/ entrance to the Accessory Dwelling Unit (ADU) on the south side of the building. This could confuse which entrance to the residence is the “main” entrance. Rather than remove the sidewalk, which will be used by guests of the ADU occupant, Staff recommends placement of some landscaping with a vertical character, such as a short hedge, be installed along the east side of this ADU access walk way to shield the walkway from the public view. This would reinforce the entrance to the principal dwelling unit as the main entrance. Generally, all of these design components appropriately respond to the guidelines for hierarchy of public and private space, as presented in Chapter 3 of the Design Guidelines. A. Hierarchy of Public and Private Space Policy: The hierarchy of public and private space is a progression that begins at the street, which is the most public space, proceeds through the front yard, which appears “semi-private," and ends at the front door, which is the "private" space. This sequence enhances the pedestrian environment and contributes to the character of the neighborhood; it should be maintained. Guidelines: 1. Provide a front yard similar in character to its neighbors when possible. 501 3 • The front yard should be maintained in a traditional manner, with planting material, and not covered with paving or large outdoor decks. 2. Provide a walkway from the street to the building. • A walkway running from the street to the front porch provides unity to the streetscape. Where a walkway has been an element of the hierarchy, this should continue. 3. Orient the front porch to the street. • While the porch serves as a transition area from the street to the house, it is also an essential element of the streetscape: It provides human scale to the house; it offers interest to pedestrians; and it is a catalyst for personal interaction. • This should not be interpreted to exclude side porches. 4. Clearly define the primary entrance by using a front porch. • The porch should be "functional," in that it is used as a means of access to the entry. The design strives to reduce the perceived front wall height and overall building massing by introducing three dimensional elements such as an inset front porch and balcony to break up the front plane of the building. The front entrance is defined by a porch of similar dimension and location of those found in the neighborhood. Though these elements go a long way in reducing the perceived massing, the shape and size of the structure is reinforced by a strong roof and northern porch sidewall form which may visually bring the building forward from the pedestrian perspective. The front entrance to the building is defined by a recessed porch at the North West corner of the building. The balcony component above the front porch is an unusual building component for this neighborhood. The balcony’s roof is open to the building’s peak, giving the space significant “area” on the building’s façade. This space is reduced, however, by the strong diagonal line of the gable roof, which reinforces that the main floor porch is the primary entrance to the building and the balcony an accessory function. Overall, the massing of the proposed structure is broken into smaller modules through the use of multiple material choices and different planar levels. Though it will be an unusual design for the neighborhood, the design appropriately responds to the guidelines for building mass and scale found on page 58 of the Design Guideline: B. Building Mass and Scale Policy: The mass and scale of a building is also an important design issue in a residential character area. The traditional scale of single household houses dominates the neighborhood, and this similarity of scale also enhances the pedestrian-friendly character of many streets. Similarities in scale among prominent building features, such as porches and fences, are also important. In many cases, earlier buildings were smaller 502 4 than current tastes support; nonetheless, a new building should, to the greatest extent possible, maintain this established scale. While new buildings and additions are anticipated that may be larger than many of the earlier structures, this new construction should not be so dramatically greater in scale than the established context that the visual continuity of the neighborhood would be compromised. Guidelines: 1. Construct a new building to be similar in mass and scale to those single household residences seen traditionally. • Traditional features that convey a human scale should also be used. Consider these techniques: - Use building materials that are of traditional dimensions. - Provide a one-story porch that is similar to those seen traditionally. 2. On larger structures, step down a building's height toward the street, neighboring structures and the rear of the lot. • When zoning regulations permit, the back side of a building may be taller than the established norm if the change in scale will not be perceived from public ways. 3. On larger structures, subdivide larger masses into smaller “modules” that are similar in size to single household residences seen traditionally. • Other, subordinate modules may be attached to the primary building form. 4. The front wall of a new structure should not exceed two stories in height. • The primary plane of the front should not appear taller than those of typical historic structures in the block. • A new multi-household structure should not overwhelm existing single household structures, in terms of height. 5. A facade should appear similar in dimension to those seen traditionally in the neighborhood. • Typically, a residential building front ranges from 14-30 feet in width. Additional widths were accomplished with a setback or change in building plane. 4. Roof shape; The proposed is a simple front-gable roof form with a 10:12 pitch. The shape and roof pitch are consistent with the neighborhood’s character. It is unusual to see such a long roof ridge (about 42 feet in length), running perpendicular to the street, unbroken by dormers, gables or other building components, but this is seen as a contemporary interpretation of historic roof forms and appropriate within the context of the neighborhood. 5. Scale; The design proposes a 3,020 square foot residence, with approximately one third of the square footage below grade and thus unseen from the public rights of way. These 503 5 existing home has similar proportions with 1,200 square feet below grade and 3,300 square feet overall. The house will cover 19% of the total lot area. The residence as designed is 31 feet wide, and the primary bulk of the residence runs to the rear of the lot in the 61 feet of building length. Though the proposed construction will be slightly smaller than the existing building, and on the larger side for the neighborhood, the front façade and total scale of the building will be appropriate as perceived from the public rights of way. 6. Directional expression, with regard to the dominant horizontal or vertical expression of surrounding structures; The proposed design incorporates elements of a strong vertical expression in the overall height of the building. This design component, however, is broken in half by a very strong horizontal element (the living room module and balcony) which ensure that the primary directional expression is horizontal at a height consistent with the neighborhood character (ie, most porches on historic buildings in the neighborhood have a roof or ridge line between 12 and 16 feet or so. Though the design is unusual, incorporation of this element draws a line across the building at about the same place where other buildings in the neighborhood have horizontal lines). Staff finds the directional expression appropriate within the context of the neighborhood. 7. Architectural details; The overall shape of the structure is a minimalist interpretation of a historic building form and thus architectural detailing in the proposed residence is found primarily in the materials applied to the building. The location and arrangement of window and door openings should also be seen as an architectural detail; these components are proposed to be more traditionally laid out on the front façade (paired, with the opening in the shape of a double-hung window), and become more contemporary towards the rear (horizontal bands of windows, especially in the kitchen area). Please see additional comments under “Materials and Color Schemes” Overall, the architectural detailing proposed with this design is appropriate for new, contemporary construction within the Neighborhood Conservation Overlay District. 8. Concealment of nonperiod appurtenances, such as mechanical equipment; and Mechanical equipment is not indicated on the application, but is subject to Bozeman Municipal Code requirements on location and screening. 9. Materials and color schemes (any requirements or conditions imposed regarding color schemes shall be limited to the prevention of nuisances upon abutting properties and 504 6 prevention of degradation of features on the property in question. Color schemes may be considered as primary design elements if a deviation from the underlying zoning is requested). The design proposes use of generally traditional materials like brick and wood on the walls of the residence. Wood will be applied both horizontally and vertically, which will help break down portions of the building into smaller modules. These materials are consistent with neighborhood character. The design proposes standing seam metal as the roofing material. On the north side of the residence, the roof wraps the eves and the standing seam metal would become a significant portion of the wall material on the northern façade. The remaining wall area is shown as being vertically oriented cedar boards. Generally, more traditional materials like cedar or asphalt shingles or tiles are consistent with neighborhood character. Bozeman’s Design Guidelines (p. 61) suggest that metal materials can be used as a secondary and trim material. 7. Brick, stone and painted wood are preferred primary building materials. • A much wider range of secondary and trim materials (including wood, metal, glass and synthetics) occurs. Staff suggests the applicants consider modifying the roofing material so that the metal is a secondary component. This could be accomplished by reducing the amount of metal on the northern-façade wall. 505 OYM-DESIGN INC 201 S Wallace Ave 3B3 Bozeman, MT 59715 PO BOX 991 BOZEMAN, MT 59771 www.oym-d.com josh@oym-d.com _406.599.3024 corwin@oym-d.com _406.580.5488 July 19, 2012 City of Bozeman Planning Alfred M Stiff Professional Building 20 East Olive Street Bozeman, MT 59715 P.O. Box 1230 Bozeman, MT 59771 City of Bozeman Planning Department, Per the requirements of the City of Bozeman Planning Department, Corwin R. Dormire / Joshua T. Gobel of OYM Design INC & the homeowner Barton Churchill submit a COA / CUP for the demolition and subsequent construction of a new single family residence with attached lower level ADU located at 1111 South Willson Ave Bozeman, MT 59715. There will be no deviations requested. On August 27, 2011 a house fire occurred within the home located at 1111 South Willson Ave. The fire caused significant damage to the main structure. The garage was not damaged by the fire and will be remain as it stands. State Farm Insurance, Mr. Churchill’s insurance company, declared the main structure on the premises a “total loss”. David Sigler, Principal Structural Engineer at Spanish Peaks Engineering & Consulting LLC assessed the extent of the structural damage to the building. His formal report, included in this submittal, states “the interior wood framed bearing and other partition walls and the entire main floor framing and subfloor system were thoroughly burned; including a central 3-story stacked bearing wall system. Portions of the bottom plate and studs for the main floor interior stacked bearing wall directly above the fire origination were also burned.”, and recommends the “complete demolition and reconstruction of this home”. “Overall, the effort to [renovate] this home would likely prove to be very complex, time consuming, dangerous and expensive. It is my recommendation for the complete demolition and reconstruction of this home”. Due to the results submitted by State Farm Insurance Co., the structural assessment of Spanish Peaks Engineering and Consulting LLC, the professional findings of OYM-Design INC, cost prohibitive constraints of renovation, and the uncertainties created by the impossibility to guarantee a homeowner that a structure which has sustained damaged as the result of significant exposure to fire will not continue to exhibit characteristics after rehabilitation of a fire damaged home, Mr. Churchill has chosen to construct a new home on his property. The drawings for this home are included in this submittal. 506 The new home that Mr. Churchill has commissioned OYM-Design INC to design has been done so in a manner appropriate to the surrounding neighborhood and the recommendations of the Neighborhood Conservation Overlay District Guidelines The new structure is sited with appropriate set-beck from the street with a front yard walkway that leads to a front porch oriented towards the street which harbors a clearly defined front entry. The building form is of appropriate mass and scale and is comprised of a gable roof of traditional pitch, with glazing designed with respect to surrounding solid to void ratios. The material palette of brick and wood siding was chosen to maintain the character of the streetscape. Mr. Churhilll’s employment and personal interest in the renewable energy industry led OYM-Design INC to develop contemporary interpretations of traditional details to improve energy efficiency. Thank you for your review of this submittal. Regards, Joshua T. Gobel Corwin R. Dormire ASSOC AIA | LEED AP ASSOC AIA I LEED AP OYM DESIGN INC OYM DESIGN INC 507 Page 1 Appropriate Review Fee Submitted CITY OF BOZEMAN DEPARTMENT OF PLANNING AND COMMUNITY DEVELOPMENT Alfred M. Stiff Professional Building 20 East Olive Street P.O. Box 1230 Bozeman, Montana 59771-1230 phone 406-582-2260 fax 406-582-2263 planning@bozeman.net www.bozeman.net DEVELOPMENT REVIEW APPLICATION 1. Name of Project/Development: 2. Property Owner Information: Name: E-mail Address: Mailing Address: Phone: FAX: 3. Applicant Information: Name: E-mail Address: Mailing Address: Phone: FAX: 4. Representative Information: Name: E-mail Address: Mailing Address: Phone: FAX: 5. Legal Description: 6. Street Address: 7. Project Description: 8. Zoning Designation(s): 9. Current Land Use(s): 10. Bozeman 2020 Community Plan Designation: 11. Gross Area: Acres: Square Feet: 12. Net Area:Acres: Square Feet: 508 Page 2 (Development Review Application – Prepared 11/25/03; Amended 9/17/04, 5/1/06; 9/18/07) 13. Is the subject site within an urban renewal district? Yes, answer question 13a No, go to question 14 13a. Which urban renewal district? Downtown Northeast (NURD) North 7th Avenue 14. Is the subject site within an overlay district? Yes, answer question 14a No, go to question 15 14a. Which Overlay District? Casino Neighborhood Conservation Entryway Corridor 15. Will this application require a deviation(s)? Yes, list UDO section(s): No 16. Application Type (please check all that apply): O. Planned Unit Development – Concept Plan A. Sketch Plan for Regulated Activities in Regulated Wetlands P. Planned Unit Development – Preliminary Plan B. Reuse, Change in Use, Further Development Pre-9/3/91 Site Q. Planned Unit Development – Final Plan C. Amendment/Modification of Plan Approved On/After 9/3/91 R. Planned Unit Development – Master Plan D. Reuse, Change in Use, Further Development, Amendment /COA S. Subdivision Pre-application E. Special Temporary Use Permit T. Subdivision Preliminary Plat F. Sketch Plan/COA U. Subdivision Final Plat G. Sketch Plan/COA with an Intensification of Use V. Subdivision Exemption H. Preliminary Site Plan/COA W. Annexation I. Preliminary Site Plan X. Zoning Map Amendment J. Preliminary Master Site Plan Y. Unified Development Ordinance Text Amendment K. Conditional Use Permit Z. Zoning Variance L. Conditional Use Permit/COA AA. Growth Policy Map Amendment M. Administrative Project Decision Appeal BB. Growth Policy Text Amendment N. Administrative Interpretation Appeal Other: This application must be accompanied by the appropriate checklist(s), number of plans or plats, adjoiner information and materials, and fee (see Development Review Application Requirements and Fees). The plans or plats must be drawn to scale on paper not smaller than 8½- by 11-inches or larger than 24- by 36-inches folded into individual sets no larger than 8½- by 14-inches. The name of the project must be shown on the cover sheet of the plans. If 3-ring binders will be used, they must include a table of contents and tabbed dividers between sections. Application deadlines are Wednesdays at 5:00 pm. This application must be signed by both the applicant(s) and the property owner(s) (if different) before the submittal will be accepted. As indicated by the signature(s) below, the applicant(s) and property owner(s) submit this application for review under the terms and provisions of the Bozeman Municipal Code. It is further indicated that any work undertaken to complete a development approved by the City of Bozeman shall be in conformance with the requirements of the Bozeman Municipal Code and any special conditions established by the approval authority. I acknowledge that the City has an Impact Fee Program and impact fees may be assessed for my project. Further, I agree to grant City personnel and other review agency representatives access to the subject site during the course of the review process (Section 18.64.050, BMC). I (We) hereby certify that the above information is true and correct to the best of my (our) knowledge. Applicant’s Signature: Date: Applicant’s Signature: Date: Property Owner’s Signature: Date: Property Owner’s Signature: Date: 509 Page 3 (Site Plan Checklist – Prepared 12/05/03; revised 9/22/04) SITE PLAN CHECKLIST These checklists shall be completed and returned as part of the submittal. Any item checked “No” or “N/A” (not applicable) must be explained in a narrative attached to the checklist. Incomplete submittals will be returned to the applicant. A. Design Review Board (DRB) Site Plan Review Thresholds. Does the proposal include one or more of the following: Design Review Board (DRB) Site Plan Review Thresholds Yes No 1. 20 or more dwelling units in a multiple household structure or structures 2. 30,000 or more square feet of office space, retail commercial space, service commercial space or industrial space 3. More than two buildings on one site for permitted office uses, permitted retail commercial uses, permitted service commercial uses, permitted industrial uses or permitted combinations of uses 4. 20,000 or more square feet of exterior storage of materials or goods 5. Parking for more than 60 vehicles B. General Information. The following information shall be provided for site plan review: General Information Yes NoN/A 1. Location map, including area within one-half mile of the site 2. List of names and addresses of property owners according to Chapter 18.76, BMC (Noticing) 3. A construction route map shall be provided showing how materials and heavy equipment will travel to and from the site. The route shall avoid, where possible, local or minor collector streets or streets where construction traffic would disrupt neighborhood residential character or pose a threat to public health and safety 4. Boundary line of property with dimensions 5. Date of plan preparation and changes 6. North point indicator 7. Suggested scale of 1 inch to 20 feet, but not less than 1 inch to 100 feet 8. Parcel size(s) in gross acres and square feet 9. Estimated total floor area and estimated ratio of floor area to lot size (floor area ratio, FAR), with a breakdown by land use 10. Location, percentage of parcel(s) and total site, and square footage for the following: a. Existing and proposed buildings and structures b. Driveway and parking c. Open space and/or landscaped area, recreational use areas, public and semipublic land, parks, school sites, etc. d. Public street right-of-way 11. Total number, type and density per type of dwelling units, and total net and gross residential density and density per residential parcel 12. Detailed plan of all parking facilities, including circulation aisles, access drives, bicycle racks, compact spaces, handicapped spaces and motorcycle parking, on-street parking, number of employee and non-employee parking spaces, existing and proposed, and total square footage of each 510 Page 4 General Information, continued Yes NoN/A 13. The information required by Section 18.78.060.L, BMC (Streets, Roads and Alleys), unless such information was previously provided through a subdivision review process, or the provision of such information was waived in writing by the City during subdivision review of the land to be developed, or the provision of such information is waived in writing by the City prior to submittal of a preliminary site plan application 14. Description and mapping of soils existing on the site, accompanied by analysis as to the suitability of such soils for the intended construction and proposed landscaping 15. Building design information (on-site): a. Building heights and elevations of all exterior walls of the building(s) or structure(s) b. Height above mean sea level of the elevation of the lowest floor and location of lot outfall when the structure is proposed to be located in a floodway or floodplain area c. Floor plans depicting location and dimensions of all proposed uses and activities 16. Temporary facilities plan showing the location of all temporary model homes, sales offices and/or construction facilities, including temporary signs and parking facilities 17. Unless already provided through a previous subdivision review, a noxious weed control plan complying with Section 18.78.050.H, BMC (Noxious Weed Management and Revegetation Plan) 18. Drafts of applicable supplementary documents as set forth in Chapter 18.72, BMC (Supplementary Documents) C. Site Plan Information. The location, identification and dimension of the following existing and proposed data, onsite and to a distance of 100 feet (200 feet for PUDs) outside the site plan boundary, exclusive of public rights-of-way, unless otherwise stated: Site Plan Information Yes NoN/A 1. Topographic contours at a minimum interval of 2 feet, or as determined by the Planning Director 2. Adjacent streets and street rights-of-way to a distance of 150 feet, except for sites adjacent to major arterial streets where the distances shall be 200 feet 3. On-site streets and rights-of-way 4. Ingress and egress points 5. Traffic flow on-site 6. Traffic flow off-site 7. Utilities and utility rights-of-way or easements: a. Electric b. Natural gas c. Telephone, cable television and similar utilities d. Water e. Sewer (sanitary, treated effluent and storm) 8. Surface water, including: a. Holding ponds, streams and irrigation ditches b. Watercourses, water bodies and wetlands c. Floodplains as designated on the Federal Insurance Rate Map or that may otherwise be identified as lying within a 100-year floodplain through additional floodplain delineation, engineering analysis, topographic survey or other objective and factual basis d. A floodplain analysis report in compliance with Chapter 18.58, BMC (Bozeman Floodplain Regulations) if not previously provided with subdivision review 511 Page 5 Site Plan Information, continued Yes NoN/A 9. Grading and drainage plan, including provisions for on-site retention/detention and water quality improvement facilities as required by the Engineering Department, or in compliance with any adopted storm drainage ordinance or best management practices manual adopted by the City 10. All drainageways, streets, arroyos, dry gullies, diversion ditches, spillways, reservoirs, etc. which may be incorporated into the storm drainage system for the property shall be designated: a. The name of the drainageway (where appropriate) b. The downstream conditions (developed, available drainageways, etc.) c. Any downstream restrictions 11. Significant rock outcroppings, slopes of greater than 15 percent or other significant topographic features 12. Sidewalks, walkways, driveways, loading areas and docks, bikeways, including typical details and interrelationships with vehicular circulation system, indicating proposed treatment of points of conflict 13. Provision for handicapped accessibility, including but not limited to, wheelchair ramps, parking spaces, handrails and curb cuts, including construction details and the applicant’s certification of ADA compliance 14. Fences and walls, including typical details 15. Exterior signs. Note – The review of signs in conjunction with this application is only review for compliance with Chapter 18.52, BMC (Signs). A sign permit must be obtained from the Department of Planning and Community Development prior to erection of any and all signs. 16. Exterior refuse collection areas, including typical details 17. A site plan, complete with all structures, parking spaces, building entrances, traffic areas (both vehicular and pedestrian), vegetation that might interfere with lighting, and adjacent uses, containing a layout of all proposed fixtures by location and type. The materials required in Section 18.78.060.R, BMC (Lighting Plan), if not previously provided 18. Curb, asphalt section and drive approach construction details 19. Landscaping - detailed plan showing plantings, equipment, and other appropriate information as required in Section 18.78.100, BMC (Submittal Requirements for Landscaping Plans). If required, complete section C below 20. Unique natural features, significant wildlife areas and vegetative cover, including existing trees and shrubs having a diameter greater than 2.5 inches, by species 21. Snow storage areas 22. Location of City limit boundaries, and boundaries of Gallatin County’s Bozeman Area Zoning Jurisdiction, within or near the development 23. Existing zoning within 200 feet of the site 24. Historic, cultural and archeological resources, describe and map any designated historic structures or districts, and archeological or cultural sites 25. Major public facilities, including schools, parks, trails, etc. 26. The information necessary to complete the determination of density change and parkland provision required by Chapter 18.50, BMC, unless such information was previously determined by the City to be inapplicable and written confirmation is provided to the applicant prior to submittal of a preliminary site plan application. If a new park will be created by the development, the park plan materials of Section 18.78.060.P, BMC shall be provided. 27. Describe how the site plan will satisfy any requirements of Section 17.02, BMC (Affordable Housing) which have either been established for that lot(s) through the subdivision process or if no subdivision has previously occurred are applicable to a site plan. The description shall be of adequate detail to clearly identify those lots and dwellings designated as subject to Title 17, Chapter 2, BMC compliance requirements and to make the obligations placed on the affected lots and dwellings readily understandable. 512 Page 6 D. Landscape Plans. If a landscape plan is required, the following information shall be provided on the landscape plan: Landscape Plan Information Yes NoN/A 1. Date, scale, north arrow, and the names, addresses, and telephone numbers of both the property owner and the person preparing the plan 2. Location of existing boundary lines and dimensions of the lot 3. Approximate centerlines of existing watercourses, required watercourse setbacks, and the location of any 100-year floodplain; the approximate location of significant drainage features; and the location and size of existing and proposed streets and alleys, utility easements, utility lines, driveways and sidewalks on the lot and/or adjacent to the lot 4. Project name, street address, and lot and block description 5. Location, height and material of proposed screening and fencing (with berms to be delineated by one foot contours) 6. Locations and dimensions of proposed landscape buffer strips, including watercourse buffer strips 7. Complete landscape legend providing a description of plant materials shown on the plan, including typical symbols, names (common and botanical name), locations, quantities, container or caliper sizes at installation, heights, spread and spacing. The location and type of all existing trees on the lot over 6 inches in caliper must be specifically indicated 8. Complete illustration of landscaping and screening to be provided in or near off-street parking and loading areas, including information as to the amount (in square feet) of landscape area to be provided internal to parking areas and the number and location of required off-street parking and loading spaces 9. An indication of how existing healthy trees (if any) are to be retained and protected from damage during construction 10. Size, height, location and material of proposed seating, lighting, planters, sculptures, and water features 11. A description of proposed watering methods 12. Location of street vision triangles on the lot (if applicable) 13. Tabulation of points earned by the plan – see Section 18.48.060, BMC (Landscape Performance Standards) 14. Designated snow removal storage areas 15. Location of pavement, curbs, sidewalks and gutters 16. Show location of existing and/or proposed drainage facilities which are to be used for drainage control 17. Existing and proposed grade 18. Size of plantings at the time of installation and at maturity 19. Areas to be irrigated 20. Planting plan for watercourse buffers, per Section 18.42.100, BMC (Watercourse Setbacks), if not previously provided through subdivision review 21. Front and side elevations of buildings, fences and walls with height dimensions if not otherwise provided by the application. Show open stairways and other projections from exterior building walls 513 Property Record Card Summary Primary Information Property Category:RP Subcategory:Real Property Geocode:06-0799-18-2-29-07-0000 Assessment Code:000RGH4114 Primary Owner:PropertyAddress:1111 S WILLSON AVE CHURCHILL BARTON B BOZEMAN, MT 59715 PO BOX 3288 COS Parcel: BEVERLY, MA 01915-0895 NOTE: See the Owner tab for all owner information Certificate of Survey: Subdivision:BUTTE ADD Legal Description: BUTTE ADD, S18, T02 S, R06 E, BLOCK 12, Lot 6 - 7, ACRES 0.155 Last Modified:8/31/2011 7:10:03 PM General Property Information Neighborhood:020.B Property Type:RU - Residential Urban Living Units:1 Levy District:06-035008-7C 08 Zoning:1 Ownership %:100 Linked Property: Linked Property Link Type 06-000RGH4114-001 Real Property/Personal Property Link View Exemptions: No exemptions exist for this property Condo Ownership: General:0 Limited:0 Property Factors Topography:1 Fronting:4 - Residential Street Utilities:1,4,9 Parking Type:3 - On and Off Street Access:1 Parking Quantity:2 - Adequate Location:5 - Neighborhood or Spot Parking Proximity:3 - On Site Land Summary Land Type Acres Value Grazing 0.000 00.00 Fallow 0.000 00.00 Irrigated 0.000 00.00 Continuous Crop 0.000 00.00 Wild Hay 0.000 00.00 Farmsite 0.000 00.00 ROW 0.000 00.00 NonQual Land 0.000 00.00 PrintPropertyRecordCard http://svc.mt.gov/msl/mtcadastral/PrintPropertyRecordCa... 1 of 4 12/7/11 3:42 PM 514 NEIGHBORHOOD RECOGNITION ORDINANCE COMPLIANCE CERTIFICATE On December 10, 2007 the Bozeman City Commission adopted the Neighborhood Recognition Ordinance as part of the Bozeman Municipal Code. This new ordinance contains the following requirement: Section 2.05.1230, Responsibilities of Individuals or Entities Submitting an Application to the Department of Planning and Community Development. A. In order for the City Liaison to effectively perform their duties executing the intent and purpose of this chapter, as defined in 2.05.1230, the following shall be performed: 1. As part of any application to the Department of Planning and Community Development, the applicant shall provide written notice via certified mail, e-mail, facsimile transmission, and/or personal delivery to the City Liaison if notification guidelines (BMC 38.40) require that notice be posted “on-site”, published in the local newspaper or mailed first class. 2. Such notice shall contain a complete set of application materials as submitted to the Department of Planning and Community Development. B. Failure to provide proof of such mailing via certified mail, e-mail and/or facsimile transmission report to the most recent City Liaison address, e-mail address and/or fax number of record, or an affidavit attesting hand delivery, shall result in an incomplete application. I, , hereby certify that I have delivered via certified mail, e- mail, facsimile transmission or hand delivery written notice and a complete set of application materials for the project known as in compliance with Section 2.05.1230 of the Bozeman Municipal Code. I further understand that failure to comply will result in this application being deemed incomplete and may result in a delay in the review of this project. Signature Date (Neighborhood Recognition Ordinance Compliance Certificate – Prepared 1/7/08, revised 11/14/11) NEIGHBORHOOD RECOGNITION ORDINANCE COMPLIANCE CERTIFICATE On December 10, 2007 the Bozeman City Commission adopted the Neighborhood Recognition Ordinance as part of the Bozeman Municipal Code. This new ordinance contains the following requirement: Section 2.05.1230, Responsibilities of Individuals or Entities Submitting an Application to the Department of Planning and Community Development. A. In order for the City Liaison to effectively perform their duties executing the intent and purpose of this chapter, as defined in 2.05.1230, the following shall be performed: 1. As part of any application to the Department of Planning and Community Development, the applicant shall provide written notice via certified mail, e-mail, facsimile transmission, and/or personal delivery to the City Liaison if notification guidelines (BMC 38.40) require that notice be posted “on-site”, published in the local newspaper or mailed first class. 2. Such notice shall contain a complete set of application materials as submitted to the Department of Planning and Community Development. B. Failure to provide proof of such mailing via certified mail, e-mail and/or facsimile transmission report to the most recent City Liaison address, e-mail address and/or fax number of record, or an affidavit attesting hand delivery, shall result in an incomplete application. I, , hereby certify that I have delivered via certified mail, e- mail, facsimile transmission or hand delivery written notice and a complete set of application materials for the project known as in compliance with Section 2.05.1230 of the Bozeman Municipal Code. I further understand that failure to comply will result in this application being deemed incomplete and may result in a delay in the review of this project. Signature Date (Neighborhood Recognition Ordinance Compliance Certificate – Prepared 1/7/08, revised 11/14/11) 515 CERTIFICATE OF ADJOINING PROPERTY OWNERS LIST I, , hereby certify that, to the best of my knowledge, the attached name and address list of all adjoining property owners (including all individual condominium owners) within 200 feet of the property located at , is a true and accurate list from the last declared Gallatin County tax records. I further understand that an inaccurate list may delay review of the project. Signature (Certificate of Adjoining Property Owners List – Prepared 11/20/03; Revised 9/22/06) CERTIFICATE OF ADJOINING PROPERTY OWNERS LIST I, , hereby certify that, to the best of my knowledge, the attached name and address list of all adjoining property owners (including all individual condominium owners) within 200 feet of the property located at , is a true and accurate list from the last declared Gallatin County tax records. I further understand that an inaccurate list may delay review of the project. Signature (Certificate of Adjoining Property Owners List – Prepared 11/20/03; Revised 9/22/06) 516 Adjacent Property Owners List  All Properties within 200 feet of 1111 South Willson.  Address’ acquired through MT GIS server.    STEPHEN T. JOHNSON   49 BIRCHWOOD LN   LINCOLN, MA 01773‐4907    MARK R & NANCY J NICHOLSON   105 KIRKORIAN CT  SCOTTS VALLEY, CA 95066‐4556    LAURA L. HOEHN   1115 S WILLSON AVE   BOZEMAN, MT 59715‐5248    MURDOCK FAMILY TRUST   91 TRAILS END RD   BOZEMAN, MT 59715‐9268    ANDREA  BENNETT   104 W GARFIELD ST   BOZEMAN, MT 59715‐5611    WILLIAM W. & CARRIE V. ANCELL   1202 S WILLSON AVE   BOZEMAN, MT 59715‐5624  517   VIRGINIA R. MCINTOSH   59715 PO BOX 6101   BOZEMAN, MT 59771‐6101    SEAN PATTEN   3767 BLACKWOOD RD   BOZEMAN, MT 59718‐7619    ERIK R. & JONQUIL A. NELSON   1112 S WILLSON AVE   BOZEMAN, MT 59715‐5249    STEVEN & ANNA S. NEFF   PO BOX 11436   BAINBRIDGE IS, WA 98110‐5436    MARY FERN HOOLAN   1106 S WILLSON AVE APT 1   BOZEMAN, MT 59715‐5296    FRANK J. HOLLENBACK & MARIAN FAMILY TRUST   1102 S WILLSON AVE   BOZEMAN, MT 59715‐5249    RICKY M. BATES   428 LUTZ LN   PORT MATILDA, PA 16870‐7929  518   SUSAN M. EIB   1021 S WILLSON AVE   BOZEMAN, MT 59715‐5246    JOHN H. FELLERHOFF   1201 HIGHLAND BLVD APT D105   BOZEMAN, MT 59715‐6001    GAY ELLIOT   10815 N SUMMER MOON PL   ORO VALLEY, AZ 85737‐8633    JAYE CAHALL   1106 S GRAND AVE   BOZEMAN, MT 59715‐5229    CAROL SUTTON   5028 JUSTIN LN   BOZEMAN, MT 59715‐9332      THOMAS E. & CAROLINE J. HATTERSLEY   1114 S GRAND AVE   BOZEMAN, MT 59715‐5229        519 LARRY G. & CONSTANCE C. BLACKWOOD   1627 W MAIN ST STE   BOZEMAN, MT 59715    FISH CREEK ENTERPRISES LLC   PO BOX 1283   BOZEMAN, MT 59771‐1283  520 201 South Wallace, Ste. 3b3 Bozeman, MT 59715 City of Bozeman Planning and Building Departments The attached images illustrate the current condition of the residence located at 1111 South Willson Ave. These include the North, South, East and West elevations as well as interior images of the structural damage caused by fire. If a site visit is required to view the damage please contact Josh Gobel at 406-599- 3024 to arrange an inspection. Regards, Joshua T. Gobel assoc. AIA | LEED AP OYM-Design 521 OYM-D ESIGN LLC CHURCHILL RESIDENCE 1111 S WILLSON AVE BOZEMAN MT EAST ELEVATION 522 OYM-D ESIGN LLC CHURCHILL RESIDENCE 1111 S WILLSON AVE BOZEMAN MT NORTH ELEVATION 523 OYM-D ESIGN LLC CHURCHILL RESIDENCE 1111 S WILLSON AVE BOZEMAN MT WEST ELEVATION 524 OYM-D ESIGN LLC CHURCHILL RESIDENCE 1111 S WILLSON AVE BOZEMAN MT SOUTH ELEVATION 525 526 527 528 529 530 531 532 533 534 535 536 537 538 539 540 541 542 543 544 545 546 DN H H H 5' - 0" 5' - 0" 25' - 0"50' - 0" 13 5 ' - 0 " SI N G L E F A M I L Y RE S I D E N C E EX I S T I N G 2 C A R G A R A G E 25 ' - 0 " RE A R Y A R D SE T B A C K SIDEYARD SETBACK SIDEYARD SETBACK FRONTYARD SETBACK 21 ' - 0 " ELEC E L E C EL E C EL E C G A S G A S GA S GA S EX I S T I N G 2 2 0 A M P SE R V I C E P A N E L 1' - 0"5' - 0"10' - 0"1' - 0"WILLSON AVE.EXISTINIG GREEN ASH NORTHH20H20 OHPOHP NO DISTURBANCE AREA CA S T I N P L A C E C O N C R E T E S T E P S 42 " W I D E 9 T R E A D S 1 ' D E E P 2 R I S E R S 5 ' D E E P 12' - 6" 24 ' - 0 " 7' - 0 " H20 20 ' - 0 " 9' - 0" AD U P A R K I N G WE L L 3' - 0 " www.oym-d.com ScaleProject number Date Drawn by Checked byConsultantAddressAddressPhoneFaxe-mail Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mailPO BOX 991 BOZEMAN, MT 59771 406.599.3024 | 406.580.5488OYMDesign201 SOUTH WALLACE AVE STE B3B BOZEMAN, MT 59771 1/8" = 1'-0"7/19/2012 2:12:28 PM A100.0COVER SHEET/SITE PLAN 11-1021111 S WILLSON AVECHURCHILL 7-19-2012 Author Checker 1 / 8 " = 1 ' - 0 " 1 SI T E P L A N GENERAL PROJECT INFORMATION OWNER:BARTON CHURCHILL 1111 SOUTH WILLSON AVE.BOZEMAN, MT 59715 SQUARE FOOTAGES HOUSE2295 SF ADU725 SF TOTAL 3020 SF PORCH/DECK585 SF.PERCENT OF LOT AREA HOUSE19%GARAGE (EXISTING)09%TOTAL 28% 2 SO U T H W E S T 3 SO U T H E A S T 4 NO R T H W E S T 5 NO R T H H E A S T SHEET INDEX A100SITE PLAN A100.1NOTES A101.0BASEMENT PLAN A101.1FIRST FLOOR PLAN A102.1SECOND FLOOR PLAN A201.1ELEVATIONS A201.2ELEVATIONS A301.1BUILDING SECTIONS A301.2BUILDING SECTIONS A301.3 BUILDING SECTIONS A401.1 DETAILS A401.2DETAILS E100.1ELECTRICAL NOTES E101.0BASEMENT ELEECTRICAL PLAN E101.1FIRST FLOOR ELECTRICAL PLAN E101.2SECOND FLOOR ELECTRICAL PLAN S100.1STRUCTURAL NOTES S101.0FOUNDATION PLAN S101.1FIRST FLOOR FRAMING PLAN S101.2SECOND FLOOR FRAMING PLAN S101.3ROOF FRAMING PLANNo.DescriptionDate 54 7 www.oym-d.com ScaleProject number Date Drawn by Checked byConsultantAddressAddressPhoneFaxe-mail Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mailPO BOX 991 BOZEMAN, MT 59771 406.599.3024 | 406.580.5488OYMDesign201 SOUTH WALLACE AVE STE B3B BOZEMAN, MT 59771 7/19/2012 2:12:28 PM A100.2SCHEDULES11-1021111 S WILLSON AVECHURCHILL 7-19-2012 OYM OYM Wi n d o w S c h e d u l e Ty p e M a r k Ro u g h O p e n i n g Ty p e Ma n u f a c t u r er Mo d e l M a t e r i a l F i n i s h Gl a z i n g He a d He i g h t Co m m e n t s Wi d t h H e i g h t Th i c k n e s s T y p e A 3 ' - 0 " 6 ' - 0 " F i x e d w i t h T r i m P e l l a P R O L I N E S P R U C E / P I NE UN FI N I S H E D LO W E 9 ' - 7 1 / 4 " I R O N O R E B 3 ' - 0 " 2 ' - 0 " A w n i n g w i th T r i m P R O L I N E S P R U C E / P I NE UN FI N I S H E D LO W E 3 ' - 6 " I R O N O R E C 3 ' - 0 " 3 ' - 0 " C a s e m e n t w i t h T r i m P e l l a P R O L I N E S P R U C E / P I NE UN FI N I S H E D LO W E 7 ' - 0 " I R O N O R E C2 3 ' - 0 " 3 ' - 0 " F i x e d w i t h T r i m P e l l a P R O L I N E S P R U C E / P I NE UN FI N I S H E D LO W E 7 ' - 0 " I R O N O R E D 3 ' - 0 " 2 ' - 0 " A w n i n g w i t h T r i m P e l l a P R O L I N E S P R U C E / P I NE UN FI N I S H E D LO W E 7 ' - 0 " I R O N O R E E 3 ' - 0 " 4 ' - 0 " C a s e m e n t w i t h T r i m P e l l a P R O L I N E S P R U C E / P I NE UN FI N I S H E D LO W E 7 ' - 0 " I R O N O R E H 2 ' - 0 " 4 ' - 0 " S k y l i g h t V E L U X S P R U C E / P I NE UN FI N I S H E D LO W E 1 3 ' - 1 1 / 4 " B R O W N I 3 ' - 0 " 4 ' - 0 " C a s e m e n t w i t h T r i m P e l l a P R O L I N E S P R U C E / P I NE UN FI N I S H E D LO W E 7 ' - 0 " I R O N O R E J 3 ' - 0 " 4 ' - 0 " C a s e m e n t w i t h T r i m P e l l a F I B E R G L A SS LO W E B R O W N K 3 ' - 0 " 4 ' - 0 " C a s e m e n t w i t h T r i m P e l l a F I B E R G L A SS FB R G L L O W E 7 ' - 0 " B R O W N Do o r S c h e d u l e Do o r Nu m b e r Do o r S i z e Ma n u f a c t u r er Mo d e l F i r e R a t i n g D e s c r i p t i o n Fi n i s h Do o r F r a m e C o m m e n t s 1 3 2 " x 8 4 " P E L L A P R O L I N E E N T R Y DO O R FI R C L A D C L A D I R O N O R E 2 3 6 " x 8 4 " P E L L A P R O L I N E E N T R Y DO O R FI R F I R 3 3 2 " x 8 4 " P E L L A P R O L I N E E N T R Y DO O R FI R C L A D C L A D I R O N O R E 4 3 0 " x 8 4 " S I M P S O N 7 2 0 F I R F I R 5 3 0 " x 8 4 " S I M P S O N 7 2 0 F I R F I R 6 3 0 " x 8 4 " S I M P S O N 7 2 0 F I R F I R 7 4 8 " x 8 4 " S I M P S O N 7 2 0 F I R F I R 8 3 0 " x 8 4 " S I M P S O N 7 2 0 F I R F I R 9 3 0 " x 8 4 " S I M P S O N 7 2 0 F I R F I R 10 3 0 " x 8 4 " S I M P S O N 7 2 0 F I R F I R 12 6 0 " x 8 4 " S I M P S O N 7 2 0 F I R F I R 12 6 0 " x 8 4 " S I M P S O N 7 2 0 F I R F I R 12 6 0 " x 8 4 " S I M P S O N 7 2 0 F I R F I R 13 3 6 " x 8 4 " P E L L A P R O L I N E E N T R Y DO O R 14 3 0 " x 8 4 " S I M P S O N 7 2 0 F I R F I R 15 3 0 " x 8 4 " S I M P S O N 7 2 0 F I R F I R 16 3 0 " x 8 4 " S I M P S O N 7 2 0 F I R F I R 17 2 4 " x 8 4 " S I M P S O N 7 2 0 F I R F I R 18 3 0 " x 8 4 " S I M P S O N 7 2 0 F I R F I R 19 7 2 " x 8 4 " S I M P S O N 7 2 0 F I R F I R 20 3 6 " x 8 4 " P E L L A P R O L I N E E N T R Y DO O R FI R C L A D C L A D I R O N O R E 21 3 6 " x 8 4 " P E L L A P R O L I N E E N T R Y DO O R 26 3 2 " x 8 4 " S I M P S O N 7 2 0 F I R F I R 27 3 2 " x 8 4 " S I M P S O N 7 2 0 F I R F I R 28 7 2 " x 8 4 " S I M P S O N 7 2 0 F I R F I R 29 3 0 " x 8 4 " S I M P S O N 7 2 0 F I R F I R 30 3 2 " x 8 4 " S I M P S O N 7 2 0 F I R F I R 31 3 2 " x 8 4 " S I M P S O N 7 2 0 F I R F I R Ro o m F i n i s h S c h e d u l e Ro o m Nu m b e r Ro o m Na m e Fi n i s h Comments Fl o o r B a s e W a l l C e i l i n g 1 E N T R Y C O N C R E T E PA I N T E D LD F PA I N T E D GY P EX P O S E D WO O D 2L I V I N G C O N C R E T E PA I N T E D LD F PA I N T E D GY P / BR I C K VA U L T E D 3 D I N I N G C O N C R E T E PA I N T E D LD F PA I N T E D GY P / BR I C K VA U L T E D 4 K I T C H C O N C R E T E PA I N T E D LD F PA I N T E D GY P / BR I C K EX P O S E D WO O D 5 M U D R M . C O N C R E T E PA I N T E D LD F PA I N T E D GY P / BR I C K PA I N T E D GY P . 6 B E D R M . 1 C O N C R E T E PA I N T E D LD F PA I N T E D GY P / BR I C K PA I N T E D GY P . 7 B A T H 1 C O N C R E T E PA I N T E D LD F PA I N T E D GY P / T I L E PA I N T E D GY P . 8 L N D R Y . C O N C R E T E PA I N T E D LD F PA I N T E D GY P PA I N T E D GY P . 9 B A T H 2 C O N C R E T E PA I N T E D LD F PA I N T E D GY P / T I L E PA I N T E D GY P . 10 O F F I C E C O N C R E T E PA I N T E D LD F PA I N T E D GY P PA I N T E D GY P . 11 L O F T W O O D P A I N T E D LD F PA I N T E D GY P PA I N T E D GY P . 12 B A T H 3 T I L E P A I N T E D LD F PA I N T E D GY P / T I L E PA I N T E D GY P . 13 H A L L W O O D P A I N T E D LD F PA I N T E D GY P VA U L T E D 14 B E D R M . 2 C A R P E T P A I N T E D LD F PA I N T E D GY P PA I N T E D GY P . 15 B E D R M . 3 C A R P E T P A I N T E D LD F PA I N T E D GY P PA I N T E D GY P . 16 U P P E R DE C K WO O D W O O D E X T E R I O R T H E F ' N SK Y 17 M E D I A C A R P E T P A I N T E D LD F PA I N T E D GY P PA I N T E D GY P . 18 M E C H C O N C R E T E NO N E P A I N T E D GY P PA I N T E D GY P . 19 A D U LI V N G . CO N C R E T E PA I N T E D LD F PA I N T E D GY P PA I N T E D GY P . 20 A D U KI T C H . CO N C R E T E PA I N T E D LD F PA I N T E D GY P PA I N T E D GY P . 21 A D U B E D C O N C R E T E PA I N T E D LD F PA I N T E D GY P PA I N T E D GY P . 22 A D U H A L L C O N C R E T E PA I N T E D LD F PA I N T E D GY P PA I N T E D GY P . 23 A D U B A T H C O N C R E T E PA I N T E D LD F PA I N T E D GY P PA I N T E D GY P . No.DescriptionDate MA R K ST R U C T U R E IN T E R I O R EX T E R I O R NO T E S W1 8" C A S T I N P L A C E C O N C R E T E 5/ 8 " P A I N T E D G Y P S U M W A L L B O A R D CO N C R E T E W2 6. 5 " S I P P A N E L BR I C K M A S O N A R Y BR I C K M A S O N A R Y W3 6. 5 " S I P P A N E L PA I N T E D 5 / 8 " G Y P S U M W A L L B O A R D VE R T C L E 8 " C E D A R B O A R D S W4 10 . 5 " S I P P A N E L PA I N T E D 5 / 8 " G Y P S U M W A L L B O A R D ST A N D I N G S E A M M E T A L R O O F I N G R1 10 . 5 " S I P P A N E L PA I N T E D 5 / 8 " G Y P S U M W A L L B O A R D ST A N D I N G S E A M M E T A L R O O F I N G WA L L / R O O F S C H E D U L E 54 8 UP UP 2 A3 0 1 . 1 J 1 A3 0 1 . 2 27 29 28 2 A3 0 1 . 3 1 A3 0 1 . 1 30 26 1 A3 0 1 . 3 2 A3 0 1 . 2 7' - 6" 2' - 0"6' - 0" 8' - 0" 31 10' - 0" 14 ' - 7 1 / 2 " 9' - 2 1 / 2 " 11 ' - 6 " 18 ' - 8 " 5' - 1 0 3 / 4 " 5' - 7 1 / 4 " 5' - 2 1 / 2 " 4' - 0 " 11 ' - 3 1 / 2 " 16 ' - 0 " 1' - 6 " 7' - 2 " CL . CL . 8' - 0 " 3' - 6 " 3' - 6 " 2' - 2 " 9' - 5 1 / 2 " 3' - 6"4' - 6" 2' - 0 " 6' - 0 1 / 2 " J AD U L I V N G . 19 AD U K I T C H . 20 AD U B E D 21 AD U H A L L 22 AD U B A T H 23 ME C H 18 ME D I A 17 K K 7' - 7 3 / 8 " 3' - 8 1 / 8 " 13 ' - 0 1 / 2 " 58 ' - 4 " 18 ' - 0 " K K J 3' - 8"17' - 8" 6' - 1 5 / 8 " 6' - 1 0 7 / 8 " 8' - 8"40' - 0"1' - 0" 7' - 0 " 6' - 1 0 1 / 4 " 6' - 9 3 / 4 " 2' - 4 " 61 ' - 0 " 12' - 0"13' - 1 1/2"14' - 10 1/2" 40' - 0" 6' - 0 " 14 ' - 7 1 / 2 " www.oym-d.com ScaleProject number Date Drawn by Checked byConsultantAddressAddressPhoneFaxe-mail Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mailPO BOX 991 BOZEMAN, MT 59771 406.599.3024 | 406.580.5488OYMDesign201 SOUTH WALLACE AVE STE B3B BOZEMAN, MT 59771 1/4" = 1'-0"7/19/2012 2:12:29 PM A101.0BASEMENT PLAN 11-1021111 S WILLSON AVECHURCHILL 7-19-2012 Author Checker 1 / 4 " = 1 ' - 0 " 1 BA S E M E N T P L A N No.DescriptionDate 54 9 UP DN DN OP E N T O AB O V E 2 A3 0 1 . 1 2 C BB D 54 ' - 0 " 3 14' - 0"14' - 0" 1 45 12 1 A3 0 1 . 2 10 6 7 8' - 9 " 2' - 6 " 10 ' - 3 " 8' - 0 " 8' - 0 " 6' - 3 1 / 2 " 10 ' - 2 1 / 2 " 12 12 8 PA N T R Y 1 A3 0 1 . 1 31' - 0" 3' - 0" 18 ' - 0 " 16 ' - 0 " 24 ' - 0 " 58 ' - 0 " 4' - 0 " 2' - 0 " 3' - 0 " 10 ' - 1 1 / 2 " 2' - 4 " 5' - 1 1 3 / 8 " 3' - 6 " 8' - 9 " 5' - 9 5 / 8 " 5' - 0"3' - 6"8' - 6"17' - 0"9' - 0" 3' - 6 1/2"10' - 5 1/2" 4' - 3 3/4" 1' - 6"4' - 6" 6' - 0" 1' - 9 1/2" 3' - 3" 5' - 0 1/2"2' - 5" 6' - 2 1 / 2 " 1' - 6 " 3' - 6 " 2' - 4 3 / 4 " 2' - 4 3 / 4 " 3' - 6 " 2' - 0 " 4' - 3 1 / 2 " 2' - 6 " 4' - 0 " 3' - 1 1 " 4' - 6 1/2" 5' - 0"9' - 0" 5' - 6 " 2' - 5 " 1 A3 0 1 . 3 16 ' - 3 " 7' - 3 3/4"4' - 0" 9 1' - 6" 2 A3 0 1 . 2 E C BA D D AA BA BA 5' - 0 " 3' - 6 " D 2' - 0 " 6' - 0 " 2' - 3 " 8' - 0 " 2' - 0 " 6' - 0 " 2' - 8 1/4"14' - 0"7' - 0"40' - 0" 4' - 6 " HA N D R A I L @ 3 6 " W3 W3 W2 W3 W3 W3 W2 W2 W3 W6 31' - 0" W5 D E EN T R Y 1 LI V I N G 2 DI N I N G 3 KI T C H 4 MU D R M . 5 BE D R M . 1 6 BA T H 1 7 LN D R Y . 8 BA T H 2 9 OF F I C E 10 3' - 6 1 / 2 " C2 C2 7' - 0 " W6 www.oym-d.com ScaleProject number Date Drawn by Checked byConsultantAddressAddressPhoneFaxe-mail Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mailPO BOX 991 BOZEMAN, MT 59771 406.599.3024 | 406.580.5488OYMDesign201 SOUTH WALLACE AVE STE B3B BOZEMAN, MT 59771 1/4" = 1'-0"7/19/2012 2:12:30 PM A101.1FIRST FLOOR PLAN 11-1021111 S WILLSON AVECHURCHILL 7-19-2012 Author Checker 1 / 4 " = 1 ' - 0 " 1 FI R S T F L O O R P L A N No.DescriptionDate 55 0 PO R C H 2 A3 0 1 . 1 14 18 16 I 1 A3 0 1 . 2 19 2 A3 0 1 . 3 1 A3 0 1 . 1 14' - 0" 2' - 6" 14' - 0" 14 ' - 0 " 8' - 0 " 14 ' - 0 " 1 A3 0 1 . 3 5' - 6 1/2"3' - 9 1/2" 8' - 9 1/2" 2' - 6 " 15 2' - 0"3' - 0"8' - 6" 11 ' - 6 " ST O R A G E 4' - 7 1/2" 4' - 8 " 1' - 6 " 3' - 7 3 / 4 " 3' - 2 1 / 4 " 16 ' - 0 " 18 ' - 0 " 17' - 0" 17 3' - 0 " 1' - 7 3 / 4 " 8' - 2 1 / 4 " 9' - 1 0 " 3' - 7 1 / 2 " DN . HA N D R A I L @ 3 6 " RA I L @ 3 6 " OP E N T O BE L O W 6' - 0 " 2 A3 0 1 . 2 3' - 0" 1' - 6" 4' - 0 " 12' - 0" 24 ' - 0 " 58 ' - 0 " 18 ' - 0 " RAIL @ 36" 7' - 0"14' - 0"31' - 0" 20 W2 W3 W3W3 W2W3 LO F T 11 BA T H 3 12 HA L L 13 BE D R M . 2 14 BE D R M . 3 15 UP P E R D E C K 16 I EG R E S S EG R E S S WA L L @ 3 6 " WALL @ 36" WA L L @ 3 6 " 13 www.oym-d.com ScaleProject number Date Drawn by Checked byConsultantAddressAddressPhoneFaxe-mail Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mailPO BOX 991 BOZEMAN, MT 59771 406.599.3024 | 406.580.5488OYMDesign201 SOUTH WALLACE AVE STE B3B BOZEMAN, MT 59771 1/4" = 1'-0"7/19/2012 2:12:31 PM A101.2SECOND FLOOR PLAN 11-1021111 S WILLSON AVECHURCHILL 7-19-2012 Author Checker 1 / 4 " = 1 ' - 0 " 1 SE C O N D F L O O R P L A N No.DescriptionDate 55 1 FI R S T F L O O R 0' - 0 " T. O . W A L L S 14 ' - 1 3 / 4 " BA S E M E N T -9 ' - 1 0 5 / 8 " T. O . F O O T I N G -1 0 ' - 2 1 / 8 " T. O . F O U N D A T I O N -1 ' - 2 1 / 8 " SE C O N D F L O O R 10 ' - 1 3 / 4 " A AA A B B 1I H H GR A D E -2 ' - 3 5 / 8 " T. O . R O O F 28 ' - 4 1 / 2 " W2 W3 12 10 CO N T I N I U O U S F L A S H I N G AR O U N D S K Y L I G H T CO N T I N I U O U S F L A S H I N G AR O U N D C H I M N E Y FIRST FLOOR 0' - 0"T.O. WALLS 14' - 1 3/4"BASEMENT -9' - 10 5/8"T.O. FOOTING -10' - 2 1/8"T.O. FOUNDATION -1' - 2 1/8"SECOND FLOOR 10' - 1 3/4" C E I 20 GRADE -2' - 3 5/8"T.O. ROOF 28' - 4 1/2"W3 W2 12 10 C2 www.oym-d.com ScaleProject number Date Drawn by Checked byConsultantAddressAddressPhoneFaxe-mail Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mailPO BOX 991 BOZEMAN, MT 59771 406.599.3024 | 406.580.5488OYMDesign201 SOUTH WALLACE AVE STE B3B BOZEMAN, MT 59771 1/4" = 1'-0"7/19/2012 2:12:32 PM A201.1ELEVATIONS11-1021111 S WILLSON AVECHURCHILL 7-19-2012 Author Checker 1 / 4 " = 1 ' - 0 " 1 EA S T E L E V A T I O N 1 / 4 " = 1 ' - 0 " 2 WE S T E L E V A T I O N No.DescriptionDate 55 2 FIRST FLOOR 0' - 0"T.O. WALLS 14' - 1 3/4"BASEMENT -9' - 10 5/8"T.O. FOOTING -10' - 2 1/8"T.O. FOUNDATION -1' - 2 1/8"SECOND FLOOR 10' - 1 3/4" H GRADE -2' - 3 5/8"T.O. ROOF 28' - 4 1/2" J J D H H E D D W2 W3 R1 FIRST FLOOR 0' - 0"BASEMENT -9' - 10 5/8"T.O. FOOTING -10' - 2 1/8"T.O. FOUNDATION -1' - 2 1/8"SECOND FLOOR 10' - 1 3/4" A D D GRADE -2' - 3 5/8"T.O. ROOF 28' - 4 1/2" A A B B B 2 C 3 W2 W3 R1 www.oym-d.com ScaleProject number Date Drawn by Checked byConsultantAddressAddressPhoneFaxe-mail Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mailPO BOX 991 BOZEMAN, MT 59771 406.599.3024 | 406.580.5488OYMDesign201 SOUTH WALLACE AVE STE B3B BOZEMAN, MT 59771 1/4" = 1'-0"7/19/2012 2:12:33 PM A201.2ELEVATIONS11-1021111 S WILLSON AVECHURCHILL 7-19-2012 Author Checker 1 / 4 " = 1 ' - 0 " 1 NO R T H E L E V A T I O N 1 / 4 " = 1 ' - 0 " 2 SO U T H E L E V A T I O N No.DescriptionDate 55 3 201 South Wallace, Ave. 3b3 Bozeman, MT 59715 Barton Churchill 1111 South Willson Ave. Bozeman, MT 59715 Dear : Mr Churchill Included is our estimate for the rehabilitation of you home located at 1111 South Willson Ave. We have also included a letter from David Seigler, Principal Engineer of Spanish Peaks Engineering which expresses the potential hazards with rehabilitating the structure. Taking these items into consideration it is OYM Design’s professional opinion that the costs accrued through the repairs to your home would greatly exceed the current market value of the property, and cost exceedingly more that the construction of a new home. Please review the enclosed documents and contact us with any questions. We look forward to working with you to solve this unique and unfortunate situation. Sincerely, Joshua T. Gobel assoc. AIA, LEED AP Partner, OYM Design llc. 554 201 South Wallace, Ave. 3b3 Bozeman, MT 59715 Owner: BartonChurchill Address: 1111 South Willson Ave. Bozeman, MT 59715 Description: Reconstruct/rehabilitate single family residence. Total Construction Costs $358,117.76 Contractor Profit $35,811.77 Contractor Overhead $35,811.77 Contingency Fee $71,623.55 Total Project Costs $501,364.86 Note: These numbers are based on rule of thumb costs, and in no way are they a direct or guaranteed project cost. There is no way to determine the actual cost of projects of this nature do to the numerous unknowns with both structural and non structural elements of the building. All work will be performed in good faith and billed accordingly. 555 TIME AND MATERIAL ESTIMATE  ITEMS                                                                                             QUANTITY               UNIT COST         TOTAL COST  APP APPLIANCES Appliances (Bid Item) : Refrigerator 1.00 EA $800.00 Remove Dishwasher 1.00 EA $50.00 Garbage disposer 1.00 EA $200.00 Range hood 1.00 EA $300.00 Remove Built-in refrigerator - 36" 1.00 EA $100.00 Remove Range - drop in 1.00 EA $25.00 Range - drop in - Standard grade 1.00 EA $1,000.00 TOTAL APPLIANCES $2,475.00 CAB CABINETRY Countertop subdeck - particle board 82.00 SF $179.56 Countertop - Flat laid plastic laminate 34.00 LF $1,001.77 Cabinetry - full height unit 8.00 LF $2,436.60 Detach & Reset Cabinetry - full height 5.00 LF $192.20 Cabinetry - full height unit - Premium 3.00 LF $1,330.96 Cabinetry - lower (base) units 17.00 LF $2,984.65 Cabinetry - lower (base) units - Premium 22.00 LF $7,041.31 Medicine cabinet 1.00 EA $175.27 Medicine cabinet - High grade 1.00 EA $253.48 Medicine cabinet - Standard grade 1.00 EA $94.95 Cabinetry - upper (wall) units - Premium 32.00 LF $8,428.99 Cabinetry - upper (wall) units - Standard 9.50 LF $999.28 Vanity 2.00 LF $281.36 Vanity: DESK 4.00 LF $562.71 $ TOTAL CABINETRY $25,963.09 CLN CLEANING Clean {V} - Heavy 451.99 SF $155.53 Clean closet organizer and rod - Large 1.00 EA $41.00 Clean floor 123.72 SF $127.15 Cleaning Technician - per hour 32.00 HR $1,182.45 Clean with pressure/chemical spray 607.75 SF $171.76 Clean with pressure/chemical spray 358.98 SF $154.39 Clean with pressure/chemical spray 2,060.00 SF $1,366.98 Dry ice blasting - Heavy 5,404.70 SF $11,896.42 TOTAL CLEANING $15,096.00 CNC CONCRETE Foundation wall sawing - 8" wall 42.00 LF $1,653.09 $1,653.09 TOTAL CONCRETE & ASPHALT $1,653.09 DMO GENERAL DEMOLITION General Demolition labor 960HR $35.00 $33,400.00 Debris chute hopper - per week - 30" x 4' 16.00WK $691.20 $691.20 Dumpster load - Approx. 20 yards 6.00 EA $385.58 $2,310.00 Miscellaneous Demo Material $500.00 Note: Demolition estimate based on Engineer’s initial walkthrough. Actual cost to reflect the time and materials necessary to demolish and rebuild based on engineers stabilization plan. 556 TIME AND MATERIAL ESTIMATE  ITEMS                                                                                             QUANTITY               UNIT COST         TOTAL COST  TOTAL GENERAL DEMOLITION $37,371.20 DOR DOORS Interior door unit 22.00 EA $200.00 $4,400.00 Detach & Reset Interior door unit 22.00 EA $63.00 $1,386.00 Bifold door set - Colonist - Double 1.00 EA $380.00 Storm door assembly 3.00 EA $275.00 $735.00 Exterior door - solid core 6.00 EA $500 $3,000.00 TOTAL DOORS $9,901.00 DRY DRYWALL R&R 1/2" drywall - hung, taped, floated, 30 SF $1 SF $30.00 1/2" drywall - hung, taped, floated, ready for pain 2,300 SF $1.50 SF $3,450.00 1/2" drywall - hung & fire taped only 170 SF $1 SF $170.00 TOTAL DRYWALL $3,650.00 ELE ELECTRICAL 110 volt copper wiring run, box and outlet 6.00 EA $327.94 110 volt copper wiring run and box - rough in only 5.00 EA $216.13 110 volt copper wiring run, box and switch 3.00 EA $163.94 220 volt copper wiring run, box and receptacle 1.00 EA $136.81 220 volt copper wiring run, box and receptacle 1.00 EA $136.80 Bathroom ventilation fan 1.00 EA $83.23 $ Breaker panel - 200 amp 2.00 EA $2,369.98 $ Ground fault interrupter (GFI) outlet 14.00 EA $369.82 Ground fault interrupter (GFI) outlet 2.00 EA $52.84 Ground fault interrupter (GFI) outlet 3.00 EA $78.66 Grounding rod - copper clad with clamp, 1.00 EA $86.32 Phone / low voltage copper wiring 80.00 LF $65.79 Meter mast for overhead power - 2" conduit 1.00 EA $397.82 Phone, TV, or speaker outlet 3.00 EA $50.58 Outlet 92.00 EA $1,018.14 Outlet 3.00 EA - $32.94 Switch 26.00 EA $287.39 Rewire - average residence - copper wiring 3,300.00 SF $8,860.65 Smoke detector 17.00 EA $766.73 Television cable outlet 7.00 EA $423.91 Coaxial TV cable 100.00 LF $113.69 Meter conduit extension for underground 1.00 EA $199.99 Wall heater 2.00 EA $396.26 TOTAL ELECTRICAL $16,570.48 EQU HEAVY EQUIPMENT Backhoe loader and operator 16 HR $90 HR $1,440.00 TOTAL HEAVY EQUIPMENT $1,440.00 FCC FLOOR COVERING - CARPET Carpet 780.00 SF $5 SF $3,600.00 Carpet - metal transition strip 22.00 LF $72.64 $75.00 Glue down carpet 276.00 SF $2 SF $552.00 Carpet pad 660 SF $2 SF $1,320.00 Step charge for "waterfall" carpet 5.00 EA $22 PER $110.00 TOTAL FLOOR COVERING - CARPET $5,657.00 FCT FLOOR COVERING - CERAMIC TILE Tile floor covering - High grade 77 SF $12 SF $924.00 557 TIME AND MATERIAL ESTIMATE  ITEMS                                                                                             QUANTITY               UNIT COST         TOTAL COST  1/2" Cement board 77 SF $4 SF $308.00 Slate tile - Premium grade 56 SF $15 SF $840.00 TOTAL FLOOR COVERING - CERAMIC TILE $2,072.00 FCV FLOOR COVERING - VINYL Vinyl floor covering (sheet goods) 434.00 SF $1,611.60 Remove Vinyl floor covering (sheet goods) 161.39 SF $125.88 Vinyl floor covering (sheet goods) - High 72.00 SF $371.00 Vinyl cove - 4" wrap 71.67 LF $483.72 R&R Underlayment - 1/4" hardboard 3,274.93 SF $8,041.41 Underlayment - 3/4" particle board 161.39 SF $263.54 TOTAL FLOOR COVERING - VINYL $10,897.15 FCW FLOOR COVERING - WOOD Oak flooring - select grade - no finish 1,139.75 SF $9,923.83 Sand & finish wood floor (natural finish) 389.95 SF $1,141.20 Sand, stain, and finish wood floor 458.98 SF $1,587.46 Additional coats of finish (per coat) 774.59 SF $646.33 Sand & finish steps (natural finish) - water- 90.00 LF $901.18 TOTAL FLOOR COVERING - WOOD $14,200.00 FEE PERMITS AND FEES Asbestos test fee - full service asbestos test 1.00 EA $428.76 Engineering fees 1.00 EA $4,000.00 Lead test fee - self test (per sample) 1.00 EA $215.45 Architectural/Drafting fees (Bid item) 1.00 EA $12,000.00 Taxes, insurance, permits & fees (estimate) 1.00 EA $3,420.00 TOTAL PERMITS AND FEES $4,064.21 FEN FENCING R&R Chain link fence w/posts & top rail - 12.00 LF $289.30 $289.30 4' high - 9 gauge TOTAL FENCING $289.30 FNC FINISH CARPENTRY / TRIMWORK Trim board - 1" x 2" - installed hardwood 21.00 LF $50.52 Baseboard - 2 1/4" 332.07 LF $631.20 $631.20 Detach & Reset Baseboard - 2 1/4" 92.20 LF $145.31 Baseboard - 10" hardwood - 2 piece 20.83 LF $257.13 Baseboard - 3 1/4" hardwood 48.16 LF $193.51 Casing - 2 1/4" 531.00 LF $849.68 Detach & Reset Casing - 2 1/4" 385.00 LF $430.76 (Install) Casing - 2 1/4" stain grade 70.00 LF $40.43 Closet shelf and rod package 8.84 LF $126.03 Closet Organizer - Melamine 3.00 LF $200.89 Corner trim 22.00 LF $31.49 Crown molding - 2 1/4" 158.92 LF $411.08 Handrail - round / oval - softwood - 12.00 LF $89.79 Base shoe 152.75 LF $185.62 Window sill - stain grade 3.00 LF $7.80 R&R Stair Skirt/Apron - wall side - 106.10 LF $1,910.35 TOTAL FINISH CARPENTRY / TRIMWORK $5,561.59 FNH FINISH HARDWARE Bath accessory 8.00 EA $204.51 Bath accessory - Standard grade 5.00 EA $97.26 558 TIME AND MATERIAL ESTIMATE  ITEMS                                                                                             QUANTITY               UNIT COST         TOTAL COST  Door lockset & deadbolt - exterior 4.00 EA $354.76 Door dummy knob - interior - Standard 3.00 EA $51.78 Door knob - interior 21.00 EA $888.92 Door knob - interior - Standard grade 2.00 EA $62.08 Door lockset - exterior - Standard grade 1.00 EA $34.11 TOTAL FINISH HARDWARE $1,693.42 FRM FRAMING & ROUGH CARPENTRY Remove 1" x 8" lumber (.667 BF per LF) 644.38 LF $541.29 2" x 10" x 8' #2 & better Fir / Larch 4.00 EA $34.75 2" x 4" lumber 200.00 LF $88.80 2" x 4" x 10' #2 & better Fir / Larch 27.00 EA $101.09 2" x 4" x 12' #2 & better Fir / Larch 10.00 EA $45.12 2" x 4" x 14' #2 & better Fir / Larch 16.00 EA $84.29 2" x 4" x 16' #2 & better Fir / Larch 25.00 EA $148.50 2" x 4" x 18' #2 & better Fir / Larch 26.00 EA $144.15 2" x 4" x 8' #2 & better Fir / Larch 113.00 EA $339.00 2" x 4" x 92 5/8" pre-cut stud 309.00 EA $897.34 R&R 2" x 6" lumber 120.00 LF $261.11 2" x 6" lumber 240.00 LF $138.24 2" x 6" x 8' #2 & better Fir / Larch 120.00 EA $473.76 Stud wall - 2" x 4" x 8' - 6.00 LF $73.96 Labor to frame 2" x 4" load bearing wall - 471.92 SF $448.41 Labor to frame 2" x 4" non-bearing wall - 2,591.57 SF $2,337.82 Stud wall - 2" x 6" x 8' - 30.00 LF $549.18 Labor to frame 2" x 6" x 8' load bearing wall 360.00 LF $4,195.76 Stud wall - 2" x 6" - 470.67 SF $1,052.96 Labor to frame 2" x 6" load bearing wall - 30.00 SF $42.94 6" x 6" x 12' - fir/larch 1.00 EA $63.73 6" x 6" x 8' - fir/larch post - 1.00 EA $42.32 R&R Beam - glulam (per BF) 288.00 BF $1,312.07 Beam - microlam - 3 1/2" x 11 1/4" 32.00 LF $464.64 R&R Drilled bottom plate - 2" x 6" treated 23.50 LF $66.96 Drilled bottom plate - 2" x 6" treated 24.22 LF $49.23 Joist - floor or ceiling - 2x10 - w/blocking - 1,318.00 SF $3,107.12 Joist - 2x10 floor or ceiling system 906.00 BF $1,351.25 Carpenter - General Framer - per hour 436.00 HR $22,130.06 R&R Sheathing - plywood - 3/4" CDX 443.36 SF $1,108.60 R&R Sheathing - plywood - 3/4" – T&G 161.39 SF $562.51 Sheathing - plywood - 3/4" – T&G and 63.45 SF $148.81 Sheathing - waferboard - 1/2" 960.00 SF $831.35 Sheathing - waferboard - 3/4 – T&G 480.00 SF $808.26 R&R Underlayment - 1/4" hardboard: 3,274.93 SF $6,179.97 TOTAL FRAMING & ROUGH CARPENTRY $50,225.35 HVC HEAT, VENT & AIR CONDITIONING Bathroom ventilation fan 1.00 EA $106.96 Clothes dryer vent cover 1.00 EA $36.31 HEAT, VENT & AIR CONDITIONING 1.00 EA $36,326.40 10.75 X .88 9.46 @ 3200. 30272.00 Thermostat - zone control 5.00 EA $868.26 TOTAL HEAT, VENT & AIR CONDITIONING $37,337.93 INS INSULATION R&R Blown-in insulation - 14" depth – R51 822.09 SF $2,055.00 R&R Batt insulation - 4" - R11 240.00 SF $195.74 559 TIME AND MATERIAL ESTIMATE  ITEMS                                                                                             QUANTITY               UNIT COST         TOTAL COST  Batt insulation - 4" - R11 272.00 SF $140.26 R&R Batt insulation - 6" - R19 397.78 SF $534.31 Batt insulation - 6" - R19 902.19 SF $930.31 Wet spray cellulose insulation - 4" - R13 1,846.51 SF $1,518.79 TOTAL INSULATION $4,816.22 LIT LIGHT FIXTURES Light fixture 15.00 EA $827.28 Light fixture 5.00 EA $275.76 Remove Light fixture 3.00 EA $21.10 Light bar - 4 lights 2.00 EA $176.40 Chandelier - High grade 1.00 EA $348.91 Fluorescent light fixture 5.00 EA $500.00 Recessed light fixture 6.00 EA $646.75 Exterior light fixture 3.00 EA $244.74 TOTAL LIGHT FIXTURES $2,733.01 MSD MIRRORS & SHOWER DOORS Mirror - 1/4" plate glass 6.00 SF $71.58 TOTAL MIRRORS & SHOWER DOORS $71.58 ORI ORNAMENTAL IRON Ornamental iron corbel - 8" 4.00 EA $800.00 TOTAL ORNAMENTAL IRON $800.00 PLA INTERIOR LATH & PLASTER Two coat plaster (no lath) 569.09 SF $2,042.11 Plaster - add for coffers/domes 175.00 SF $7,264.93 Two coat plaster over 1/2" gypsum 4,305.49 SF $20,755.60 Remove Two coat plaster over metal lath 130.00 SF $152.88 TOTAL INTERIOR LATH & PLASTER $30,215.52 PLM PLUMBING Sink faucet - Kitchen 1.00 EA $172.51 Sink faucet - Kitchen - Standard grade 1.00 EA $134.69 Sink faucet - Bathroom 1.00 EA $134.65 Sink faucet - Bathroom - High grade 1.00 EA $195.29 Sink faucet - Bathroom - Premium grade 1.00 EA $264.50 Plumber - per hour 120.00 HR $11,241.80 Pedestal sink - High grade 1.00 EA $494.84 Rough in plumbing - per fixture 18.00 EA $8,135.48 Sink - single 2.00 EA $476.90 Sink - double 1.00 EA $331.98 Sink - double - High grade 1.00 EA $477.02 Angle stop 9.00 EA $248.99 Plumbing fixture supply line 3.00 EA $46.34 Shower faucet - High grade 1.00 EA $244.35 Toilet 3.00 EA $1,011.70 Toilet seat 3.00 EA $132.72 $ Tub/shower faucet - Premium grade 1.00 EA $387.00 Tub/shower faucet - Standard grade 1.00 EA $218.07 Bathtub - Standard grade 1.00 EA $628.98 Fiberglass tub & shower combination 1.00 EA $853.50 (Material Only) Water heater - 60 gallon - Gas 1.00 EA $3,120.00 TOTAL PLUMBING $28,952.24 $28,952.24 $0.00 $0.00 560 TIME AND MATERIAL ESTIMATE  ITEMS                                                                                             QUANTITY               UNIT COST         TOTAL COST  PNL PANELING & WOOD WALL FINISHES Paneling 891.07 SF $1,543.74 Paneling - Standard grade 119.33 SF $183.75 Waterproof paneling w/trim 8.00 SF $15.88 TOTAL PANELING & WOOD WALL FINISHES $1,743.37 PNT PAINTING Seal attic framing for odor control – 960.00 SF $705.52 Paint baseboard - one coat 244.50 LF $132.56 Seal & paint baseboard - two coats 34.35 LF $29.78 Paint baseboard - two coats 128.99 LF $107.21 Stain & finish bifold door set - 2.00 EA $105.42 Seal brick with masonry sealer 1,148.00 SF $677.70 Stain & finish baseboard 54.06 LF $50.82 Finish baseboard - 1 coat urethane 29.70 LF $37.12 Paint casing - one coat 32.00 LF $40.00 Seal & paint casing - two coats 127.00 LF $110.16 Paint casing - two coats 224.00 LF $186.19 Paint concrete {V} 768.22 SF $314.68 Stain & finish corner trim 21.00 LF $19.74 Stain & finish casing 291.83 LF $274.25 Stain & finish casing 280.00 LF $350.00 Stain & finish crown molding 158.92 LF $162.76 Paint door slab only - 2 coats (per side) 12.00 EA $227.12 Paint door slab only - 2 coats (per side) 2.00 EA $400.00 Stain & finish door slab only (per side) 23.00 EA $833.80 Stain & finish door slab only (per side) 10.00 EA $1,500.00 Finish door slab only - 1 coat urethane 4.00 EA $400.00 Strip paint/finish from door, 3-0 or smaller 2.00 EA $56.07 Paint door/window trim & jamb - 2 coats 5.00 EA $92.22 Paint door/window trim & jamb - Large - 2.00 EA $43.34 Stain & finish door/window trim & jamb 2.00 EA $200.00 Prime & paint exterior fascia - wood, - 275.00 LF $268.37 $ Painting - Faux (special effects) - 2 part 92.00 SF $127.46 Seal & paint full height cabinetry - 6.00 LF $182.82 Stain & finish full height cabinetry - 5.00 LF $255.28 Paint handrail - wall mounted 12.00 LF $8.09 Painter - per hour 3.00 HR $134.71 Paint door or window opening - 2 coats 27.00 EA $498.01 Paint door or window opening - 1 coat 8.00 EA $100.32 Paint door or window opening - Large - 2 2.00 EA $43.33 Paint {V} - two coats 34.50 SF $19.54 Additional cost for high wall or ceiling - 240.00 SF $11.56 Seal & paint paneling 542.06 SF $391.85 Seal/prime {V} - two coats 340.65 SF $168.26 Seal & paint wood siding 240.00 SF $211. Prime & paint exterior soffit - wood 495.00 SF $655.99 Seal & paint base shoe or quarter round 151.83 LF $73.17 Stain & finish wood window sill 3.00 LF $5.21 Seal then paint {V} twice (3 coats) 10,405.75 SF $8,023.39 Stain & finish stair skirt/apron 69.70 LF $320.78 Seal stud wall for odor control 2,693.93 SF $1,363.14 Seal stud wall for odor control 8,252.31 SF $5,368.76 Stain & finish trim 21.00 LF $21.25 Seal & paint wood gable vent 2.00 EA $50.64 Paint (stain) wood shingles 240.00 SF $161.92 561 TIME AND MATERIAL ESTIMATE  ITEMS                                                                                             QUANTITY               UNIT COST         TOTAL COST  TOTAL PAINTING $26,222.76 RFG ROOFING Remove Tear off, haul and dispose of 22.22 SQ $1,110.00 Comp. shingles – 30 yr arch 22.00 SQ $2,200.00 Drip edge 275.23 LF $518.00 Roofing felt - 30 lb. 20.72 SQ $728.34 Flashing - pipe jack 3.00 EA $93.47 Ice & water shield 583.98 SF $2,471.80 Ridge cap - composition shingles 74.16 LF $343.56 R&R Sheathing - plywood - 1/2" CDX 250.00 SF $4,593.72 Exhaust cap - through roof 1.00 EA $76.29 $ TOTAL ROOFING $12,135.18 SDG SIDING Remove Siding - shiplap - pine or equal 410.29 SF $147.71 Attic vent - gable end - vinyl 2.00 EA $218.25 TOTAL SIDING $365.96 SFG SOFFIT, FASCIA, & GUTTER Gutter / downspout - plastic 51.00 LF $230.31 Remove Soffit - wood 80.00 SF $20.16 Soffit vent 64.00 EA $2,291.54 Soffit - box framing - 2' overhang 40.00 LF $180.14 TOTAL SOFFIT, FASCIA, & GUTTER $2,722.15 SPE SPECIALTY ITEMS Wall mount mailbox 2.00 EA $85.10 Window well - Metal - 64" wide 3.00EA $748.29 TOTAL SPECIALTY ITEMS $833.39 STR STAIRS Stair tread - hardwood - up to 4' 14.00 EA $870.46 TOTAL STAIRS $870.46 TIL TILE Tile shower - 65 to 100 SF 1.00 EA $1,339.93 Tile shower - 125 to 150 SF: Glass tile shower 1.00 EA $2,092.49 TOTAL TILE $3,432.42 TMP TEMPORARY REPAIRS Temporary heat - usage - per month - 4.00 MO $4,033.34 Temporary power - hookup 1.00 EA $303.78 Temporary toilet (per month) 8.00 MO $1,200.00 TOTAL TEMPORARY REPAIRS $5,537.12 WDW WINDOWS - WOOD Wood window - casement, 12-23 sf 9.00 EA $5,400.00 Wood window - double hung, 10-15 sf 2.00 EA $1,200.00 Wood window - double hung, 10-15 sf, 16.00 EA $11,200.0 Wood window - picture (fixed), 23 - 33 sf, 2.00 EA $1,200.00 Wood window - picture (fixed), 34 - 44 sf, 1.00 EA $750.00 TOTAL WINDOWS - WOOD $19,750.00 Total Construction Costs $358,117.76 562 TIME AND MATERIAL ESTIMATE  ITEMS                                                                                             QUANTITY               UNIT COST         TOTAL COST  Contractor Profit $35,811.77 Contractor Overhead $35,811.77 Contingency Fee $71,623.55 Total Project Costs $501,364.86 563 December 8, 2011 Joshua T. Gobel OYM-Design, LLC PO Box 991 Bozeman, MT 59771 RE: Structural Assessment of Reconstruction Potential for Home Located at 1111 South Willson Street, Bozeman, MT Dear Josh, The purpose of this letter is to provide a structural assessment of the existing fire damaged home located at 1111 South Willson Street in Bozeman, MT. The damage occurred from a fire on August 27, 2011 which originated in a basement apartment of this home when nobody was home. The fire was primarily confined to the basement; however, it did spread into portions of the second floor stacked bearing walls and the east roof overhang. By the time the fire was controlled, the basement bearing and partition walls and main floor system were severely burned (Photo 2) and the upper floors sustained extreme smoke damage (Photo 3). No concrete spalling or other visual evidence of fire damage were apparent to the foundation walls around the perimeter of the basement; however, the interior wood framed bearing and other partition walls and the entire main floor framing and subfloor system were thoroughly burned (Photo 4); including a central 3-story stacked bearing wall system (Photos 2&3). Portions of the bottom plate and studs for the main floor interior stacked bearing wall directly above the fire origination were also burned. Photo 1: Existing Fire Damaged Home (SE Corner) Photo 2: Basement Walls & Main Floor Framing Photo 3: Severe Smoke Damage in Upper Floors 564 Letter to OYM-Design, LLC RE: Structural Assessment of Reconstruction Potential for Home Located at 1111 South Willson Street, Bozeman, MT December 8, 2011 Page 2 of 3 The house in its current condition is not safe to enter. The main floor joists and plywood subfloor need to be completely replaced as well as all of the interior basement bearing walls and portions of the main floor bearing walls which were burned. Attempting to accomplish this with 2-stories of home supported above would be problematic to say the least and potentially very dangerous. My recommendation is for the complete demolition and reconstruction of this home; however, should renovation be attempted, the following considerations would need to be included when planning this work. Photo 4: Existing Burned Main Floor Framing Both the basement walls and the main floor framing would need to be replaced; however, not enough of the bearing walls remain to replace the joists one at a time and not enough of the main floor joists remain to bear on temporary support walls in order to replace the existing bearing walls. To complete this work, the entire home above the main floor would need to be temporarily supported both vertically and laterally so that the basement bearing walls and main floor system may be replaced concurrently. In addition to dead weight of non-bearing walls, it is nearly impossible to predict the current bearing load paths down to the foundation which can move over time as homes are remodeled and/or settle; therefore all of the main floor interior and exterior walls would have to be supported and the design and sizing of this support system would be extremely complicated. Photo 5: Existing Basement Bearing Wall Photo 6: Severe Smoke Damage in Upper Floors 565 Letter to OYM-Design, LLC RE: Structural Assessment of Reconstruction Potential for Home Located at 1111 South Willson Street, Bozeman, MT December 8, 2011 Page 3 of 3 Once the house was temporarily supported above the main floor, the basement walls and main floor system would need to be completely removed and replaced. Extreme caution should be exercised if undertaking this demolition as the existing floor system and basement walls are not structurally sound. Following the demoltion, the house above would have to be slightly lifted in order to provide room to construct the walls and floor, then lowered into place to load the new structure. Alternatively, the floor system could be constructed over slightly lower bearing walls, then jacked up and shimmed into place. In either case, expect some movement and settling of the existing home when the temporary supports are released. Along with this movement is likely to be some cosmetic damage, cracking of windows, exterior brick walls, interior finish plaster, etc. Once the house is again supported by the reconstructed basement walls and main floor system, then the reconstruction effort can proceed. Overall, the effort to renovation this home would likely prove to be very complex, time consuming, dangerous and expensive. It is my recommendation for the complete demolition and reconstruction of this home. I hope this letter sufficiently provides you with a sufficient structural assessment of this home. If you have any further questions or comments, please do not hesitate to contact me. Regards, David M. Sigler, PE Principal Structural Engineer Enclosures: None Cc: File – 11068 566 201 South Wallace, Ave. 3b3 Bozeman, MT 59715 Barton Churchill 1111 South Willson Ave. Bozeman, MT 59715 Dear : Mr Churchill Upon review of the necessary steps and cost required to rehabilitate your home and the advice provided by David Seigler, Principal Engineer of Spanish Peaks Engineering and our colleagues within the design and building industries, we are providing you with the requested cost estimate for the design and construction of a new home located on your property. Please see the attached estimate for these services. Sincerely, Joshua T. Gobel assoc. AIA, LEED AP Partner, OYM Design llc. 567 2, 0 0 0 . 0 0 $ PR E P A R E D B Y : O Y M D E S I G N B O Z E M A N , M T DA T E : N O V 2 4 T H 2 0 1 1 OW N E R : B a r t o n C h u r c h i l l AD D R E S S : 11 1 1 S o u t h W il l s o n A v e . B o z e m a n , M T AS O F N O V 2 4 T H 2 0 1 1 DE S C R I P T I O N AC T U A L PR O J E C T E D TOTALSDifference MO N T H S GE N E R A L D A T A 1. 1 J o b S u p e r v i s i o n & M a n a g e m e n t 20 , 0 0 0 . 0 0 $ -$ 20,000.00$ 1. 2 D e s i g n / E n g i n e e r i n g F e e s 26 , 5 0 0 . 0 0 $ 26,500.00$ 1. 3 S u r v e y i n g -$ -$ 1. 4 S e p t i c D e s i g n -$ -$ 1. 5 P e r m i t s $2 , 5 0 0 . 0 0 -$ 2,500.00$ 1. 6 T e m p H e a t & E l e c t r i c -$ -$ 1. 7 C l e a n i n g $4 7 5 -$ 475.00$ 1. 8 S i t e C l e a n u p L a b o r $1 , 0 0 0 -$ 1,000.00$ 1. 9 D u m p s t e r / P o r t a J o h n -$ 2,000.00$ SI T E W O R K -$ 2. 1 D e m o l i t i o n $1 4 , 3 0 0 -$ 14,300.00$ 2. 2 E x c a v a t i o n & F i l l $5 , 6 0 0 -$ 14,300.00$ 2. 3 D r a i n a g e & U t i l i t i e s $1 , 5 0 0 -$ 5,600.00$ 2. 4 S e w a g e D i s p o s a l S y s t e m -$ 1,500.00$ 2. 5 D r i v e w a y 3, 0 0 0 . 0 0 $ -$ 3,000.00$ 2. 6 S i d e w a l k s $1 , 2 0 0 -$ 1,200.00$ 2. 7 L a n d s c a p i n g -$ -$ 2. 9 F e n c e s / G a t e s -$ -$ 2. 1 0 L a n d C l e a r i n g 80 0 . 0 0 $ -$ 800.00$ CO N C R E T E -$ 3. 3 F o u n d a t i o n s $1 7 , 3 5 0 -$ 17,350.00$ 3. 4 F l o o r s & S l a b s $1 3 , 2 7 5 -$ 13,275.00$ 3. 5 P r e c a s t C o n c r e t e -$ -$ MA S O N R Y -$ 4. 1 B r i c k w o r k 12 , 3 0 0 . 0 0 $ -$ 13,275.00$ 4. 2 B l o c k w o r k -$ -$ 4. 3 S t o n e w o r k -$ -$ 4. 4 c h i m n e y / F i r e p l a c e 5, 0 0 0 . 0 0 $ -$ 5,000.00$ 4. 5 M a s o n r y R e s t o r a t i o n / C l e a n -$ -$ 4. 6 R e t a i n i n g W a l l s 1, 5 0 0 . 0 0 $ -$ 1,500.00$ Pa g e 1 o f 4 56 8 1, 2 0 0 . 0 0 $ 3, 0 0 0 . 0 0 $ 5, 0 0 0 . 0 0 $ 8, 0 0 0 . 0 0 $ 50 0 . 0 0 $ 2, 0 0 0 . 0 0 $ 12 , 0 0 0 . 0 0 $ 50 0 . 0 0 $ 8, 0 0 0 . 0 0 $ 1, 5 0 0 . 0 0 $ 4. 8 S t o n e P a t i o $3 , 0 0 0 -$ 3,000.00$ ME T A L S -$ -$ 5. 1 S t r u c t u r a l S t e e l -$ -$ 5. 2 M i s c . M e t a l s $1 , 0 0 0 -$ 1,000.00$ 5. 3 F a s t e n e r s , N a i l s , s c r e w s , b o l t s 2, 0 0 0 . 0 0 $ -$ 2,000.00$ 5. 4 F a s t e n e r s , C l i p s , S t r a p s , H a n g e r s 1, 0 0 0 . 0 0 $ -$ 1,000.00$ 5. 6 R a i l i n g s a n d H a n d r a i l s 11 , 0 0 0 . 0 0 $ -$ 11,000.00$ CA R P E N T R Y -$ -$ 6. 1 F r a m i n g L a b o r $1 6 , 0 0 0 -$ 16,000.00$ 6. 2 F r a m i n g M a t e r i a l $2 0 , 0 0 0 -$ 20,000.00$ 6. 3 E x t e r i o r T r i m L a b o r 9, 0 0 0 . 0 0 $ -$ 9,000.00$ 6. 4 E x t e r i o r T r i m M a t e r i a l 8, 0 0 0 . 0 0 $ -$ 8,000.00$ 6. 5 I n t e r i o r T r i m L a b o r 11 , 2 0 0 . 0 0 $ -$ 10,000.00$ 6. 6 I n t e r i o r T r i m M a t e r i a l 10 , 0 0 0 . 0 0 $ -$ 10,000.00$ 6. 7 D e c k / P o r c h L a b o r 5, 0 0 0 . 0 0 $ -$ 5,000.00$ 6. 8 D e c k / P o r c h M a t e r i a l 3, 5 0 0 . 0 0 $ -$ 3,500.00$ 6. 9 A r c h i t e c t u r a l W o o d w o r k -$ -$ 6. 1 0 W a i n s c o t i n g & W o o d W a l l s -$ -$ 6. 1 1 C a b i n e t r y / L a b o r 3, 0 0 0 . 0 0 $ -$ 3,000.00$ 6. 1 2 C a b i n e t r y - B u i l t - i n s / L a b o r 5, 0 0 0 . 0 0 $ -$ 5,000.00$ 6. 1 3 V a n i t i e s 2, 0 0 0 . 0 0 $ -$ 2,000.00$ 6. 1 4 C o u n t e r s 3, 0 0 0 . 0 0 $ -$ 3,000.00$ 6. 1 5 B o o k s h e l v e s -$ -$ 6. 1 6 E n t e r t a i n m e n t C e n t e r -$ 3,000.00$ 6. 1 7 S t a i r w a y & R a i l i n g -$ 5,000.00$ 6. 1 8 A r c h i t e c t u r a l C o l u m n s IN C L I N E X T T R I M -$ #VALUE! T H E R M A L / M O I S T U R E -$ -$ 7. 1 M e m b r a n e R u b b e r R o o f i n g -$ 2,000.00$ 7. 2 S o f f i t & R i d g e V e n t i n g -$ -$ 7. 3 R o o f i n g M a t e r i a l & L a b o r -$ 12,000.00$ 7. 4 S k y l i g h t s -$ 1,200.00$ 7. 5 S i d i n g M a t e r i a l -$ 8,000.00$ 7. 6 W a t e r & D a m p r o o f i n g / C a u l k -$ 500.00$ 7 F l a s h i n g s -$ 500.00$ 7. 8 I n s u l a t i o n -$ 8,000.00$ 7. 9 G u t t e r s -$ 1,500.00$ Pa g e 2 o f 4 56 9 50 0 . 0 0 $ 10 , 8 0 0 . 0 0 $ 12 , 4 0 0 . 0 0 $ 7. 1 0 E x h a u s t V e n t i n g -$ 500.00$ DO O R S A N D W I N D O W S -$ -$ 8. 1 E x t e r i o r D o o r s -$ 10,800.00$ 8. 2 W e a t h e r s t r i p p i n g -$ -$ 8. 3 W i n d o w s -$ 12,400.00$ 8. 5 G l a s s & G l a z i n g , M i r r o r s 50 0 . 0 0 $ -$ 500.00$ 8. 6 S c r e e n s , S t o r m D o o r s -$ -$ 8. 7 H a r d w a r e 1, 2 0 0 . 0 0 $ -$ 1,200.00$ 8. 8 I n t e r i o r D o o r s 2, 4 0 0 . 0 0 $ -$ 2,400.00$ 8. 9 R e m o t e O p e r a t o r s -$ -$ 8. 1 0 G a r a g e D o o r s -$ -$ FI N I S H E S -$ 9. 2 S h e e t r o c k 12 , 5 0 0 . 0 0 $ -$ 12,500.00$ 9. 3 P l a s t e r -$ -$ 9. 4 T i l e - M a t e r i a l 2, 5 0 0 . 0 0 $ -$ 2,500.00$ 9. 5 T i l e - L a b o r 2, 0 0 0 . 0 0 $ -$ 2,000.00$ 9. 6 V i n y l F l o o r i n g -$ -$ 9. 7 C a r p e t i n g -$ -$ 9. 8 P l y w o o d U n d e r l a y m e n t IN C L I N F R A M I N G -$ -$ 9. 9 W o o d F l o o r i n g 4, 9 5 0 . 0 0 $ -$ 4,950.00$ 9. 1 1 I n t e r i o r P a i n t i n g 10 , 0 0 0 . 0 0 $ -$ 10,000.00$ 9. 1 2 E x t e r i o r P a i n t i n g 15 , 0 0 0 . 0 0 $ -$ 15,000.00$ SP E C I A L T I E S -$ -$ 10 . 1 B a t h r o o m A c c e s s o r i e s 35 0 . 0 0 $ -$ 350.00$ 10 . 2 W a r d r o b e & C l o s e t A c c e s s . 1, 5 0 0 . 0 0 $ -$ 1,500.00$ 10 . 1 0 M e d i c i n e C a b i n e t s 1, 0 0 0 . 0 0 $ -$ 1,000.00$ 10 . 1 1 W i n d o w S e a t i n g -$ -$ EQ U I P M E N T -$ -$ 11 . 1 A p p l i a n c e s 6, 0 0 0 . 0 0 $ -$ 6,000.00$ 11 . 2 L a u n d r y A p p l i a n c e s 2, 5 0 0 . 0 0 $ -$ 2,500.00$ 11 . 3 I c e M a k e r -$ -$ 11 . 4 D i s a p p e a r i n g S t a i r s -$ -$ 11 . 5 O u t d o o r G a s G r i l l -$ -$ FU R N I S H I N G S -$ -$ 12 . 1 W i n d o w S e a t i n g -$ -$ 12 . 2 D r a p e r y -$ -$ Pa g e 3 o f 4 57 0 12 . 3 B l i n d s / S h a d e s -$ -$ 12 . 4 W o o d S h u t t e r s -$ -$ ME C H A N I C A L S -$ -$ 15 . 1 P r e f a b C h i m n e y s -$ -$ 15 . 2 H e a t i n g 2, 9 5 0 . 0 0 $ -$ 2,950.00$ 15 . 3 A i r C o n d i t i o n i n g -$ -$ 15 . 4 H o t W a t e r H e a t e r 4, 8 5 0 . 0 0 $ -$ 4,850.00$ 15 . 5 W a t e r ( W e l l / M u n i c i p a l ) -$ -$ 15 . 6 W a t e r T r e a t m e n t -$ -$ 15 . 7 P l u m b i n g L a b o r 11 , 4 0 0 . 0 0 $ -$ 11,400.00$ 15 . 8 P l u m b i n g F i x t u r e s 5, 0 0 0 . 0 0 $ -$ 5,000.00$ 15 . 9 T u b & S h o w e r D o o r s 2, 0 0 0 . 0 0 $ -$ 2,000.00$ 15 . 1 0 F l o o r / R o o f D r a i n s -$ -$ 15 . 1 1 F i r e E x t i n g u i s h i n g s y s . -$ -$ 15 . 1 2 S u m p P u m p -$ -$ 15 . 1 3 L P G a s P i p i n g -$ -$ EL E C T R I C A L -$ -$ 16 . 1 E l e c t r i c a l - L a b o r 13 , 0 0 0 . 0 0 $ -$ 13,000.00$ 16 . 2 E l e c t r i c a l F i x t u r e s 6, 0 0 0 . 0 0 $ -$ 6,000.00$ 16 . 3 U n d e r g r o u n d S e r v i c e -$ -$ 16 . 4 G e n e r a t o r s -$ -$ 16 . 5 I n t e r c o m S y s t e m s -$ -$ 16 . 6 S t e r e o / C o m p u t e r W i r i n g -$ -$ 16 . 7 S e c u r i t y S y s t e m -$ -$ 16 . 8 L i g h t n i n g P r o t e c t i o n -$ -$ 16 . 9 C e n t r a l V a c u u m S y s t e m -$ -$ 16 . 9 1 S o l a r P a n e l s -$ -$ TO T A L S $ 41 5 , 0 0 0 . 0 0 $ - $ - $ - - $ $ - $ - - $ - $ - $ - $ -$ 415,000.00$ OY M - D E S I G N L L C . B Y J O S H U A T . G O B E L P A R T N E R DA T E OY M - D E S I G N L L C . B Y C O R W I N R . D O R M I R E P A R T N E R DA T E OW N E R : B A R T O N C H U R C H I L L DA T E OW N E R : A N D R E W H A L E Y , PO W E R O F A T T O R N E Y F O R D E L P H I N E H A L E Y DA T E Pa g e 4 o f 4 57 1 PO BOX 991 BOZEMAN, MT 59771 PH 406.599.3024 406.580.5488 TO: Chris Saunders, Assistant Director City of Bozeman Planning 20 East Olive Street PO Box 1230 Bozeman, MT 59771-1230 RE: Churchill Single Household Residence with ADU, zoned R-1, CUP/COA #Z-12192 Dear Chris Saunders, Enclosed you will find our Material Palette requested to complete the CUP/COA application for the Churchill Residence. Regards, Joshua T. Gobel assoc. AIA | LEED AP OYM Design 201 South Wallace Suite B3B 572 MATERIAL PALLETTE: CHURCHILL RESIDENCE DESCRIPTION SHOU-SUGI-BAN Fire treated cedar siding is a natural and sustainable way to preserve wood from rot and pests as well as creating a long lasting fire resistant product. TUMBLED BRICK Machine tumbled brick provides a more historic character and a softer edge condition. STANDING SEAM METAL ROOFING, SIDING, AND TRIM PROFILES Locally sourced from Pacific Steel, metal roofing / siding provides a long lasting product with a high percentage of recycled material. The color is dark grey and has been chosen to reduce glare. ALUMINIUM CLAD WINDOWS Pella’s Aluminum clad wood windows have been chosen for their high efficiency and longevity. Exterior cladding will be black in color. IMAGE 573 574