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HomeMy WebLinkAbout07-06-20 City Commission Packet Materials - A2. CoA for Zoning Deviation App 20065 20-065 Staff Report for the Nielsen Master Suite NCOA Certificate of Appropriateness Deviation Request Application Date: City Commission Public Hearing, July 6, 2020, 6:00pm Project Description: Certificate of Appropriateness application to allow for a zoning deviation for the construction of a two story garage with master suite connected to the main house via a breezeway and expanded enclosed porch, with a deviation specifically cited from the following Sections of the Bozeman Municipal Code (BMC): Section 38.320.030.C to allow construction of the garage 5’ from the property line and the expanded mudroom on the property line within a front setback of 15’. Project Location: 604 S. Black Ave., Hoffman Add, S07, T02 S, R06 E, Block C, Lot 5A, Acres 0.183, Lot C-16-D, City of Bozeman, Gallatin County, Montana. Recommendation: The application conforms to standards and is sufficient for approval. Recommended Motion for Deviation: “Having reviewed and considered the application materials, public comment, and all the information presented, I hereby find that application 20065 meets the criteria required for approval and move to approve the Nielsen Master Suite application for a deviation request from Section 38.320.030.C of BMC to allow for the construction of a 2 story 681 sq. ft. garage 5’ from the north property line and a 112 sq. ft. expansion of an existing enclosed porch on the north property line, as shown within the application materials.” Report Date: Thursday, June 25, 2020 Staff Contacts: Phillipe Gonzalez, Associate Planner Agenda Item Type: Action (Quasi-judicial) EXECUTIVE SUMMARY Unresolved Issues None identified at this time. Project Summary An applicant requested a zoning deviation from Section 38.320.030.C on February 28, 2020, the applicant Eric Leigh Nielsen and Paula Milano Nielsen, to allow the construction of a two-story garage and master suite connected to the main structure via a breezeway along the second floor and expansion of an existing mudroom all within a 15’ front setback along Dickerson Street. 317 20065 Staff Report for Nielsen Master Suite CCOA/Deviation Page 2 of 21 The property is located in the R-2, Residential Zoning District and is a Contributing Property to the South Tracy/ South Black National Register Historic District as well as within the Neighborhood Conservation Overlay District (NCOD). The property is located at the southeast corner of Dickerson Street and South Black Avenue. The property has two front setback requirements of 15’ per Section 38.320.030.C BMC. The property currently has an existing 681 sq. ft. detached garage on the north property line and a primary house with a footprint of 1,026 sq. ft., a portion of which lies along the north property line. Pursuant to Section 38.200.010.A.1.k BMC, the City Commission retains to itself under all circumstances the review of any deviation request where the deviation is for more than 20% of the standard. The proposed work includes the demolition of the existing garage, reconstructing the garage 5’ from the north property line with a 2nd floor master suite connected to the primary house with a breezeway and a 112 sq. ft. expansion of the existing mudroom along the property line. No proposed construction will encroach into the public ROW. The proposed expanded mudroom and attached garage requires a deviation more than 20% of the standard, and therefore requires review and decision by the City Commission. Section 38.340.050.A. BMC, Standards for certificates of appropriateness, states that all work performed in completion of an approved certificate of appropriateness must be in conformance with the most recent edition of the Secretary of the Interior's (SOI) Standards for the Treatment of Historic Properties with Guidelines for Preserving, Rehabilitating, Restoring and Reconstructing Historic Buildings, published by U.S. Department of the Interior, National Park Service, Cultural Resource Stewardship and Partnerships, Heritage Preservation Services, Washington, D.C. This application falls under the SOI Standards for Rehabilitation, defined as “the act or process of making possible a compatible use for a property through repair, alterations, and additions while preserving those portions or features which convey its historical, cultural, or architectural values.” For this application, staff evaluation of the SOI standards is in Section 7 of this report concludes that the rehabilitation of the historic property with additions meets the definition of Rehabilitation under the SOI and is supported by staff. Section 38.340.050.B BMC, lists the architectural design guidelines used to consider the appropriateness and compatibility of proposed alterations with original design features of existing structures or properties, and with neighboring structures or properties. The review authority must also be guided by the design guidelines for the neighborhood conservation overlay district to determine whether the proposal is compatible with any existing or surrounding structures. A description of the NCOD Guidelines review criteria and staff - evaluation is in Section 7 of this report. Staff finds that the proposed garage and mudroom additions meet the criteria in this section including height, proportions of doors and windows, relationship of buildings masses and spaces, roof shape, scale, directional expression, and 318 20065 Staff Report for Nielsen Master Suite CCOA/Deviation Page 3 of 21 materials. Additional criteria from Section 38.340.050 BMC including C, D, E, and F are detailed below in Section 7. The application must also meet the standards for granting deviations in Section 38.340.070, BMC. A description and staff evaluation of these standards is in Section 7 of this report. Staff concludes that the rehabilitation work on the historic property meets all criteria for granting a deviation and that the modifications are more historically appropriate for the building and site in question and the adjacent properties, as determined by the standards in section 38.340.050 BMC, than would be achieved under a literal enforcement of Chapter 38. No public comment has been received as of writing this staff report. Conditions of Approval 1. None Alternatives 1. Approve the application with the following motion: “Having reviewed and considered the application materials, public comment, and all the information presented, I hereby find that application 20065 meets the criteria required for approval and move to approve the Nielsen Master Suite application for a deviation request from Section 38.320.030.C of BMC to allow for the construction of a 2 story 681 sq. ft. garage 5’ from the north property line and a 112 sq. ft. expansion of an existing enclosed porch on the north property line, as shown within the application materials.” 2. Open and continue the public hearing on the application, with specific direction to Staff or the applicant to supply additional information or to address specific items. 3. Deny the application after making alternative findings regarding the application’s lack of compliance with standards. 319 20065 Staff Report for Nielsen Master Suite CCOA/Deviation Page 4 of 21 TABLE OF CONTENTS EXECUTIVE SUMMARY .............................................................................................................. 1 Unresolved Issues ............................................................................................................... 1 Project Summary ................................................................................................................. 1 Conditions of Approval ....................................................................................................... 3 Alternatives ......................................................................................................................... 3 TABLE OF CONTENTS................................................................................................................. 4 SECTION 1 - MAP AND PLAN SERIES ......................................................................................... 5 SECTION 2 – EXISITNG AND PROPOSED SITE PLAN .................................................................. 6 SECTION 3 – PHOTO ELEVATIONS ............................................................................................. 9 SECTION 4 – EXISITNG AND PROPOSED ELEVATIONS ............................................................. 11 SECTION 5 - REQUESTED DEVIATION(S) .................................................................................. 13 SECTION 6 - RECOMMENDATION AND FUTURE ACTIONS ...................................................... 13 SECTION 7 - STAFF ANALYSIS AND FINDINGS ......................................................................... 13 Applicable Plan Review Criteria ........................................................................................ 14 APPENDIX A – PROJECT SITE ZONING AND GROWTH POLICY ................................................ 19 APPENDIX B – DETAILED PROJECT DESCRIPTION AND BACKGROUND ................................... 20 APPENDIX C – NOTICING AND PUBLIC COMMENT ................................................................. 21 APPENDIX D – OWNER INFORMATION AND REVIEWING STAFF ............................................ 21 FISCAL EFFECTS ....................................................................................................................... 21 ATTACHMENTS ........................................................................................................................ 21 320 20065 Staff Report for Nielsen Master Suite CCOA/Deviation Page 5 of 21 SECTION 1 - MAP AND PLAN SERIES Figure 1. Map 321 SECTION 2 – EXISITNG AND PROPOSED SITE PLAN Figure 2. Existing Site Plan 322 Figure 3. Proposed Site Plan 323 Figure 4. Proposed Site Plan Figure 5. Proposed Site Plan Garage is proposed to be setback 5’ from Mudroom addition along property line. 324 20065 Staff Report for Nielsen Master Suite CCOA/Deviation Page 9 of 21 SECTION 3 – PHOTO ELEVATIONS Figure 6. North Elevation Figure 7. North/West Corner Elevation 325 Page 10 of 21 Figure 8. South Elevation 326 20065 Staff Report for Nielsen Master Suite NCOA/Deviation Page 11 of 21 SECTION 4 – EXISITNG AND PROPOSED ELEVATIONS Figure 9. North Elevation 327 20065 Staff Report for Nielsen Master Suite NCOA/Deviation Page 12 of 21 Figure 10. West Elevation 328 20065 Staff Report for Nielsen Master Suite NCOA/Deviation Page 13 of 21 SECTION 5 - REQUESTED DEVIATION(S) The applicant has submitted a zoning deviation request from Section 38.320.030.C BMC to allow for a 112 sq. ft. expansion of the existing enclosed mudroom and construction of a two- story garage with a master suite 5’ from the north property line along East Dickerson Street the proposed mudroom addition and garage addition are within a required 15’ front setback along E. Dickerson Street. The applicant argues that the proposed additions enhances the home creating a carriage style structure commonly seen throughout the neighborhood, completed in similar architectural details to the main house. The applicant argues that the addition is limited in its connectivity by a breezeway on the second floor in order to minimize the physical impact to the historic portion of the house and create separation and modulation to minimize the visual impact of the house. SECTION 6 - RECOMMENDATION AND FUTURE ACTIONS The proposed application and associated deviation request requires the review and decision of the City Commission. The City Commission retains to itself under all circumstances the review of any deviation request where the deviation is for more than 20% of the standard. Staff’s position is that the application conforms to standards and is adequate for approval. Staff has made positive findings for all deviation criteria and believes the proposed additions are historically appropriate as they are elements that are seen within the Historic District and do not detract or minimize the significance of the historic house. The City Commission will consider the proposal on July 6, 2020. The meeting will EITHER be held in person in the City Commission Room, City Hall, 121 N. Rouse Avenue Bozeman, MT, OR be held using WebEx, an online video conferencing system. The agenda for the meeting will specify location of the meeting. Section 7 - STAFF ANALYSIS and Findings Staff’s analysis and resulting recommendations are based on the entirety of the application materials, municipal codes, standards, and plans, public comment, and all other materials available during the review period. Collectively this information is the record of the review. The analysis in this report is a summary of the completed review. 329 20065 Staff Report for Nielsen Master Suite NCOA/Deviation Page 14 of 21 Applicable Plan Review Criteria 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. In considering applications for plan approval, the review authority and advisory bodies evaluate the following criteria. This application must be reviewed for compliance with all applicable requirements of this BMC chapter including overlay district requirements. The staff findings are analyzed under the following: Code Standard Meets Standards? Secretary of Interior’s (SOI) Standards for Restoration of Historic Properties Yes BMC 38.340.050 Standards for Certificate of Appropriateness Yes BMC 38.340.070 Criteria for Granting Deviations Yes Secretary of Interior’s Standards for The Treatment of Historic Properties – Guidelines for Restoration The National Park Service guidelines for working on historic buildings provides standards for rehabilitation as a treatment that should be followed when the expressed goal of the project is to make compatible uses for a property through repair, alterations and additions. The proposed additions to the historic home seek to add additional living space while respecting the historic materials and nature of the existing house. The historic house was constructed in 1921 in a Craftsman architectural style and bungalow form. The guidelines list 10 standards for rehabilitation; these have been evaluated individually by staff below: 1. A property will be used as it was historically or be given a new use that requires minimal change to its distinctive materials, features, spaces and spatial relationships. Not Applicable, the use has not changed. 2. The historic character of a property will be retained and preserved. The removal of distinctive materials or alterations of features, spaces, and spatial relationships that characterize a property will be avoided. The proposed additions will be towards the rear of the house, protecting the primary historic façade. 3. Each property will be recognized as a physical record of its time, place and use. Changes that create a false sense of historical development, such as adding conjectural features or elements from other historic properties, will not be undertaken. Additions will mimic historic craftsman style architectural features that are present on the historic house. 330 20065 Staff Report for Nielsen Master Suite NCOA/Deviation Page 15 of 21 4. Changes to a property that have acquired historic significance in their own right will be retained and preserved. Not Applicable, only modification to the existing historic house is the breezeway connection, with a minimal impact. 5. Distinctive materials, features, finishes and construction techniques or examples of craftsmanship that characterize the restoration period will be preserved. Not applicable, the historic home had been previously rehabilitated and is not part of the scope of this project. 6. Deteriorated historic features will be repaired rather than replaced. Where the severity of deteriorating requires replacement of a distinctive feature, the new feature will match the old in design, color, texture, and, where possible, materials. Replacement of missing features will be substantiated by documentary and physical evidence. Not applicable, the historic portion of the house is not part of the scope of this project. 7. Chemical or physical treatments, if appropriate, will be undertaken using the gentlest means possible. Treatments that cause damage to historic materials will not be used. Not applicable, no chemical or physical treatments are being undertaken. 8. Archeological resources will be protected and preserved in place. If such resources must be disturbed, mitigation measures will be undertaken. Not applicable, underground archaeological resources do not apply to this project. 9. New additions, exterior alterations, or related new construction will not destroy historic materials, features, and spatial relationships that characterize the property. The new work will be differentiated from the old and will be compatible with the historic materials, features, size, scale and proportion, and massing to protect the integrity of the property and its environment. The new additions proposed have been designed to minimally attach to the rear portion of the house, protecting the main façade from losing historic materials and features. The separation of the garage and house via a breezeway allows for the historic house to maintain its spatial relationship that is defined in the bungalow form. 10. New Additions and adjacent or related new construction will be undertaken in such a manner that, if removed in the future, the essential form and integrity of the historic property and its environment would be unimpaired. If the addition where to be removed it would have a minimal impact on the historic house as it is connected by a small breezeway. In summary, staff finds that the two proposed additions, the mudroom and garage, do not significantly impact the historic nature of the house, are clearly non-historic though are designed to integrate into the architectural style of the house and the South Black/ South Tracy Historic District. The additions will result in a minimal loss of historic materials so that the character defining features are not obscured, damaged, or destroyed. Additionally the additions are proposed on a secondary or non-character defining elevation and limited in size and scale to the historic structure. 331 20065 Staff Report for Nielsen Master Suite NCOA/Deviation Page 16 of 21 Standards for Certificate of Appropriateness In compliance with Section 38.340.050 BMC – Standards for certificates of appropriateness. The staff review considered criteria A-F when reviewed the COA application for the garage and mudroom additions, staff has individually evaluated the criteria below: A. All work performed in completion of an approved certificate of appropriateness must be in conformance with the most recent edition of the Secretary of the Interior's (SOI) Standards for the Treatment of Historic Properties with Guidelines for Preserving, Rehabilitating, Restoring and Reconstructing Historic Buildings, published by U.S. Department of the Interior, National Park Service, Cultural Resource Stewardship and Partnerships, Heritage Preservation Services, Washington, D.C. (available for review at the community development department). The proposed additions meet the SOI Standards for Rehabilitation. B. Architectural appearance design guidelines used to consider the appropriateness and compatibility of proposed alterations with original design features of subject structures or properties, and with neighboring structures and properties, must focus upon the following: 1. Height; Garage addition is proposed to be shorter in height than the original historic house, respecting the original form minimizing the visual impacts. 2. Proportions of doors and windows; Proposed windows and doors on new construction continues the existing architectural style and proportions of windows on the historic home. 3. Relationship of building masses and spaces; Garage addition is separated from the historic house via a breezeway, breaking up the mass of the structure and allowing the historic house to maintain its historic form. Mudroom addition maintains the continued building mass of the existing mudroom. 4. Roof shape; Proposed roof shapes continue existing cross gabled roof shapes seen on the historic house and within the historic district. 5. Scale; Garage and mudroom additions maintain a building scale seen on the existing house and throughout the Historic District. 6. Directional expression, with regard to the dominant horizontal or vertical expression of surrounding structures; Garage and mudroom addition maintains the directional expression of the primary historic home maintaining a similar footprint and horizontal orientation. 7. Architectural details; Proposed garage and mudroom additions continue the use of architectural details found on the existing historic house such as horizontal lap siding, decorative brackets and one-over-one sash windows. 8. Concealment of non-period appurtenances, such as mechanical equipment; and Not applicable, no proposed non-period appurtenances. 332 20065 Staff Report for Nielsen Master Suite NCOA/Deviation Page 17 of 21 9. Materials and color schemes (any requirements or conditions imposed regarding color schemes must be limited to the prevention of nuisances upon abutting properties and 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). Proposed materials for additions such as wood, composite materials and vinyl are appropriate for new construction and additions and are found throughout the South Black/ South Tracy Historic District. C. Contemporary, non-period and innovative design of new structures and additions to existing structures is encouraged when such new construction or additions do not destroy significant historical, cultural or architectural structures or their components and when such design is compatible with the foregoing elements of the structure and surrounding structures. The applicant has proposed additions that are similar in architectural design as the existing historic home, the additions do not destroy significant historical, cultural or architectural structures on the existing site. D. When applying the standards of subsections A through C of this section, the review authority must be guided by the design guidelines for the neighborhood conservation overlay district (NCOD). Application of the design guidelines may vary by property as explained in the introduction to the design guidelines. When reviewing a contemporary, non-period, or innovative design for new structures or additions to existing structures, the review authority must be guided by the design guidelines for the neighborhood conservation overlay district to determine whether the proposal is compatible with any existing or surrounding structures. Chapter 1 of the Design Guidelines for the Historic Preservation and the NCOD Additions to Residential Properties policy States, “When planning an addition to an existing building, consider the effect it will have on the structure. The following guidelines avoid any negative impacts of an addition: while the choice of a style is not a concern of these principles, there is an awareness that each property has some style that helps define its character. Additions that reflect elements of the existing predominant style reinforce the positive character. Those elements that seem unintentional foreign to the individual property and detract from the overall design should be minimized and not considered positive elements to base the design of an addition on.” The applicant has proposed additions that mimics the existing architectural style utilizing craftsman elements creating an integrated transition between the historic portion and new construction. Staff believes the proposed new construction can be differentiated as being an addition and a non- historic portion while maintaining the visual historic setting and feeling. 333 20065 Staff Report for Nielsen Master Suite NCOA/Deviation Page 18 of 21 E. Conformance with other applicable development standards of this chapter. Development in the NCOD must comply with all other applicable development standards of this chapter. The proposed additions do not comply with Section 38.320.030.C BMC, and thus a deviation has been requested from the 15’ front setback. F. Tax abatement certificate of appropriateness applications are also reviewed with the procedures and standards established in chapter 2, article 6, division 2. NA, tax abatement was not requested in the application. In summary, staff finds that based on the above criteria, the proposed garage and mudroom additions meet the standards for Certificate of Appropriateness. Criteria for Granting Deviations Pursuant to Section 38.340.070 BMC, there are three criteria for granting deviations from the underlying zoning requirement. 1. Modifications must be more historically appropriate for the building and site in question and the adjacent properties, as determined by the standards in Section 38.340.050, than would be achieved under a literal enforcement of this chapter. The proposed additions submitted by the applicant as referenced in the application represent a continued use of the property as a residence, while increasing the living space to increase the flexibility of the property by constructing additions along the historic house, within the required 15’ front setback. In reviewing the SOI preservation standards, City code, and the NCOD Design Guidelines for Historic Preservation, staff supports the applicant’s argument that the proposed addition meets Criteria 1 for Granting Deviations and have been outlined in this report and are summarized below: • Secretary of Interior’s (SOI) Standards for Rehabilitation of Historic Properties: While much of these guidelines are focused on repairing, stabilizing, and preserving historic architecture, this section does provide important guidance on appropriate additions to historic structures. The SOI Standards for Rehabilitation support the need for the potentiality of additions in order to keep historic structure agile in changing needs and uses of the property. • The Bozeman Design Guidelines for Historic Preservation and the Neighborhood Conservation Overlay District, 2006, outlines the guidelines for development within the NCOD and Historic Districts. Within the Introduction the Guidelines state in regards to alterations, “This tradition of alterations is anticipated to continue. It is important, however, that new alterations be designed in such a manner that they preserve the historic character of the primary structure.” • Criteria for Certificate of Appropriateness: When reviewing against standards A-F staff found that all criteria except F were applicable to this application. Criteria A-D are 334 20065 Staff Report for Nielsen Master Suite NCOA/Deviation Page 19 of 21 summarized above. Criteria B contains the architectural design guidelines. Staff found that the design meets all three of the standards that are applicable to the proposed additions. Criteria E-F are detailed above. 2. Modifications will have minimal adverse effects on abutting properties or the permitted uses thereof. The proposed additions will have minimal adverse effects on abutting properties. The current historic house lies within both front setbacks with the mudroom on the north property line the proposed addition will continue the existing encroachment into the front setback along Dickerson Street. The project will respect the side setback to the east and rear setback to the south of the property. 3. Modifications must assure the protection of the public health, safety and general welfare. Approvals may be conditioned to assure such protection, and such conditions may include a time period within which alterations will be completed; landscaping and maintenance thereof; architectural, site plan and landscape design modifications, or any other conditions in conformity with the intent and purpose set forth in this part 1. Staff has not identified any potential issues related to public health, safety and general welfare as it related to the proposed application. APPENDIX A – PROJECT SITE ZONING AND GROWTH POLICY Zoning Designation and Land Uses: The subject property is zoned R-2 (Residential Moderate Density District). The intent of the R-2 residential moderate density district is to provide for one-and two-household residential development at urban densities within the city in areas that present few or no development constraints. These purposes are accomplished by: 1. Providing for minimum lot sizes in developed areas consistent with the established development patterns while providing greater flexibility for clustering lots and housing types in newly developed areas. 2. Providing for community facilitates to serve such development while respecting the residential quality and nature of the area. Use of this zone is appropriate for areas with moderate access to parks, community service and/ or transit. Adopted Growth Policy Designation: 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. 335 20065 Staff Report for Nielsen Master Suite NCOA/Deviation Page 20 of 21 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. APPENDIX B – DETAILED PROJECT DESCRIPTION AND BACKGROUND A zoning deviation from Section 38.320.030.C BMC was requested on February 28, 2020 by the applicant, Eric Leigh Nielsen and Paula Milano Nielsen, to construct an 681 sq. ft. addition above the existing garage and connect the addition to the 2nd floor of the primary house via a breezeway and expand the existing mudroom by 112 sq. ft. Both the existing mudroom and garage were constructed on the property line. Staff provided comments on the application on March 13, 2020 and April 15, 2020. In both letters staff provided concerns regarding the potential encroachment by existing and proposed construction into the public ROW. On April 16, 2020 the applicant submitted an Encroachment Permit to allow the addition construction to encroach into the public right of way (ROW). On April 30, 2020 Engineering submitted a letter to the applicant stating a professional survey would be required to accurately determine the property line and existing structures in relation to the property line. The applicant completed a survey and resubmitted the application on June 1, 2020. The applicant modified the application by proposing to demolish the existing garage, reconstruct it 5’ from the north property line with the 2nd floor addition and construct mudroom addition with no projecting eaves, alleviating any potential concern for encroaching into the public ROW. Staff supports the modified application to include the demolition of the existing garage being reconstructed 5’ from the north property line and modified mudroom addition to include eaves prevented from encroaching into the public right of way. The property is located in the R-2, Residential Moderate Density District, Neighborhood Conservation Overlay District (NCOD), and the South Tracy/ South Black Historic District. 336 20065 Staff Report for Nielsen Master Suite NCOA/Deviation Page 21 of 21 Pursuant to Section 38.200.010 of the Bozeman Municipal Code, the City Commission retains itself under all circumstances the review of any deviation request where the deviation is for more than 20% of the standard. APPENDIX C – NOTICING AND PUBLIC COMMENT Noticing was provided pursuant to Section 38.40.030, BMC. Notice was sent to property owners within 200 feet of the exterior boundaries of the property via USPS first class mail on June 18, 2020 which was at least 15 and not more than 45 days prior to the expected decision by the City Commission. Notice was published in the Bozeman Daily Chronicle on June 21 and June 28. A 24” x 36” notice sign was posted on site on June 21, 2020. No public comment has been received as of writing this staff report. APPENDIX D – OWNER INFORMATION AND REVIEWING STAFF Owner/Applicant: Eric Leigh Nielsen and Paula Milano Nielsen, 604 S. Black Ave., Bozeman MT 59715 Representative: Mark Prince, 113 North Davis, Belgrade, MT 59714 Report By: Phillipe Gonzalez, Historic Preservation Specialist FISCAL EFFECTS No unusual fiscal effects have been identified. No presently budgeted funds will be changed by this application. ATTACHMENTS The full application and file of record (#20065) can be viewed at the Bozeman Community Development Department at 20 E. Olive Street, Bozeman, MT 59715. Application Documents Application Plans 337 338 339 340 341 342 343 NARRATIVE FOR REVISION AND CORRECTION 1 Our goal is to add a master suite to our property, which currently only has two bedrooms. We also want to further enhance the historical nature of the home. We feel that attaching the garage to the house with a hallway and adding an additional bedroom directly above the existing garage will give the home a carriage house feel, like many of the homes in the historical district. When you look at the before and after pictures, you will see how the addition makes the house feel like a complete home, similar to most of the historical homes in Bozeman. We have been in the process of approval with the City of Bozeman since February 26th in order to construct the master suite. The city has issues with the original submittal, given the existing encroachment of eaves into the city ROW,. We are submitting changes to the initial drawings in order to support the cities concern over prior approved encroachment. We are moving the garage back five feet from the property line, which aligns it with the house. To move the garage back any further would impact the historical look of the house and make it architecturally unsuitable. The hallway location from the main house to the addition would stay the same as the original drawings, so the only change in drawings is the entry door into Master Suite and the placement of the garage on the property. We are extending the current mudroom as shown on our original submittal. We have eliminated the eaves from the current mudroom and the extension to the mudroom to assure they are not extended into the ROW. We are including the revised drawings to give an accurate position of the garage and mudroom in relation to ROW, as well as the survey to confirm property lines. We are asking to expedite this process as much as possible, given that we have been in review since February 26th and were told on May 8th that the city will not allow the building construction, as submitted. Our ability to build the Master Suite this year is in jeopardy, given the process timeline to date. 344 345 346 347 List of Neighbors Richard Charlesworth 1778 Jackson Creek Road Bozeman, MT 59715 ________________________________________- Dennis and Melisa Steinhauer 114 East Dickerson Bozeman, MT 59715 ________________________________________ Jan and Denny Thompson 117 East Dickerson Bozeman, MT 59715 _______________________________________ Ann Sherwood and Otto Pohl 525 South Black Bozeman, MT 59715 _______________________________________ Ken Ryder 533 South Black Bozeman, MT 59715 _______________________________________ James R Curry 610 South Black Bozeman, MT 59715 _______________________________________ Jeff and Jackie Vick 529 South Black Bozeman, MT 59715 _______________________________________ LA and Cinderella 7728 Steel Bridge Road Sanford, North Carolina 27330 ________________________________________ Jerrad and Andrea Inlow 521 South Black Bozeman, MT 59715 _______________________________________ Colin and Christine Shaw 116 East Dickerson Bozeman, MT 59715 348 349 350 351 352 353 354 355 356 357 Issue:Issue:Issue:Issue:Scale:Scale:Scale:Scale:Check by:Check by:Check by:Check by:Sheet Sheet Sheet Sheet Drawn by:Drawn by:Drawn by:Drawn by:Pat Wichman Pat Wichman Pat Wichman Pat Wichman ---- Owner Owner Owner Owner71 Stubble LaneBelgrade, MT 59714Office: 406-570-8024Cell: 406-570-8024pwichman3d@yahoo.comDISCLAMER: This drawing are merely a reference for the building contractor. It is the responsibility of the building contractor to follow all building codes as it pertains to this project.GENERAL CONTRACTORGENERAL CONTRACTORGENERAL CONTRACTORGENERAL CONTRACTORPRINCE CONTRACTING INCMARK PRINCECELL: 406-593-9483msp-56@hotmail.com©COPYRIGHT PROTECTED: THESE DRAWINGS ARE COPYRIGHT PROTECTED, NO COPIES ARE ALLOWED WITHOUT WRITTEN PERMISSION; IF SO, YOU ARE VIOLATING THE OWNER RIGHTS AND ARE SUBJECT TO FINES UP TO $150,000 FORE EACH INFRINGED. CONSTRUCTION SET0.10.10.10.1Eric Neilsen & Paula MilanoEric Neilsen & Paula MilanoEric Neilsen & Paula MilanoEric Neilsen & Paula Milano604 SOUTH BLACK604 SOUTH BLACK604 SOUTH BLACK604 SOUTH BLACKBOZEMAN, MTBOZEMAN, MTBOZEMAN, MTBOZEMAN, MT05050505----31313131----20202020BUILDERBUILDERBUILDERBUILDERNEW PERSPECTIVE VIEWSNEW PERSPECTIVE VIEWSNEW PERSPECTIVE VIEWSNEW PERSPECTIVE VIEWS1111PAT WICHMANPAT WICHMANPAT WICHMANPAT WICHMAN604 SOUTH BLACK604 SOUTH BLACK604 SOUTH BLACK604 SOUTH BLACKADDITIONADDITIONADDITIONADDITIONSheetNumberSheet Name0.1 NEW PERSPECTIVE VIEWS0.2 EXISTING PERSPECTIVE VIWS0.3 SITE PLANS1.1 MAIN FLOOR PLAN1.2 UPPER FLOOR PLAN1.3 FLOOR FRAMING PLAN @ MASTER BEDROOM SUITE1.4 ROOF PLAN1.5 AREA PLANS2.1 ELEVATIONS NEW & EXISTING2.2 ELEVATIONS NEW & EXISTING3.1 BUILDING SECTIONS3.2 BUILDING SECTIONS4.1 MSTR BDRM DECK4.3 PERSPECTIVE VIEWS @ MASTER SUITEE.1 ELECTRICAL PLANGrand total: 15358 Issue:Issue:Issue:Issue:Scale:Scale:Scale:Scale:Check by:Check by:Check by:Check by:Sheet Sheet Sheet Sheet Drawn by:Drawn by:Drawn by:Drawn by:Pat Wichman Pat Wichman Pat Wichman Pat Wichman ---- Owner Owner Owner Owner71 Stubble LaneBelgrade, MT 59714Office: 406-570-8024Cell: 406-570-8024pwichman3d@yahoo.comDISCLAMER: This drawing are merely a reference for the building contractor. It is the responsibility of the building contractor to follow all building codes as it pertains to this project.GENERAL CONTRACTORGENERAL CONTRACTORGENERAL CONTRACTORGENERAL CONTRACTORPRINCE CONTRACTING INCMARK PRINCECELL: 406-593-9483msp-56@hotmail.com©COPYRIGHT PROTECTED: THESE DRAWINGS ARE COPYRIGHT PROTECTED, NO COPIES ARE ALLOWED WITHOUT WRITTEN PERMISSION; IF SO, YOU ARE VIOLATING THE OWNER RIGHTS AND ARE SUBJECT TO FINES UP TO $150,000 FORE EACH INFRINGED. CONSTRUCTION SET0.20.20.20.2Eric Neilsen & Paula MilanoEric Neilsen & Paula MilanoEric Neilsen & Paula MilanoEric Neilsen & Paula Milano604 SOUTH BLACK604 SOUTH BLACK604 SOUTH BLACK604 SOUTH BLACKBOZEMAN, MTBOZEMAN, MTBOZEMAN, MTBOZEMAN, MT05050505----31313131----20202020CheckerCheckerCheckerCheckerEXISTING PERSPECTIVEEXISTING PERSPECTIVEEXISTING PERSPECTIVEEXISTING PERSPECTIVEVIWSVIWSVIWSVIWS2222AuthorAuthorAuthorAuthor604 SOUTH BLACK604 SOUTH BLACK604 SOUTH BLACK604 SOUTH BLACKADDITIONADDITIONADDITIONADDITION359 DNDNDNGG111AA8BBJJNN#10NN8'-0"33'-0"14'-2"28'-0"33'-0"EAST DICKERSON STREETSOUTH BLACK AVENUEPROPERTY LINE#H#HPROPERTY LINEPROPERTY LINEPROPERTY LINE#3A89° 46' 21"109.00'SW0° 51' 49"73.30'NE0° 51' 49"73.30'SW89° 46' 21"109.00'NE89° 46' 21"109.00'NE7988 SF604 S BLACK AVE10A3BNNGG111AA8BBJJNN#10#3#0EAST DICKERSON STREETSOUTH BLACK AVENUEPROPERTY LINEPROPERTY LINEPROPERTY LINENEW MASTER BEDROOM ABV GARAGE BELOWNEW DECK OFF OF MASTER BEDROOMNEW HALLWAY ABV BREEZEWAY EXISTING TWO STORY HOMENEW SIDEWALKNEW SIDEWALKNEW CONC PAD @ BREEZEWAYNEW ENCLOSED EXTENSION TO PORCH8'-0"33'-0"14'-2"28'-0"24'-0"33'-0"(#) = NEW GRID#L#L#K#K#M#M#HELECT SOURC FED FROM EXISTING HOMESSSSEWER TO STREET ACCESSWATER SOURCE COMING FROM HOUSEWWWSETBACKPROPERTY LINEPROPERTY LINE#3A89° 46' 21"109.00'SW0° 51' 49"73.30'SW7988 SF604 S BLACK AVE10A3B0° 51' 49"73.30'NE89° 46' 21"109.00'NESITE PLANSITE PLANSITE PLANSITE PLAN---- PAGE NOTES PAGE NOTES PAGE NOTES PAGE NOTES1. REF ATTACHED PAGE T1 T1 T1 T1 FOR A SURVEY COMPLETED BY C&H TO SHOWN THE AS-BUILT MAP WHICH TAKE PRECEDENCE OF WHAT IS SHOWN WITH THIS SET. THEFEFORE, PAGE T1 GENERATED BY C&H IS INTENDED TO BE PART OF THE CONSTRUCTION SET TO BE USED FOR OBTAIN A BULDING PERMIT AND DURING CONSTRUCTION. 2. THE GARAGE BELOW WITH MASTER SUITE ABOVE HAS BEEN MOVE 5-FT TO THE SOUTH OF WHAT WAS CURRENTLY SHOWN TO PROVIDE TO PROVIDE ADDITIONAL SPACEING FOR PARKING OUTSIDE OF THE GARAGE, AND TO BE USED TO OBTAIN A BUILDING PERMIT.3. THE OVERHANGES ON THE SIDE PORCH HAS BE ELIMATED AND REPLACED BY A 2X6 FREEZE BOARD TRIM DETIAL; ALL SIDES. Issue:Issue:Issue:Issue:Scale:Scale:Scale:Scale:Check by:Check by:Check by:Check by:Sheet Sheet Sheet Sheet Drawn by:Drawn by:Drawn by:Drawn by:Pat Wichman Pat Wichman Pat Wichman Pat Wichman ---- Owner Owner Owner Owner71 Stubble LaneBelgrade, MT 59714Office: 406-570-8024Cell: 406-570-8024pwichman3d@yahoo.comDISCLAMER: This drawing are merely a reference for the building contractor. It is the responsibility of the building contractor to follow all building codes as it pertains to this project.GENERAL CONTRACTORGENERAL CONTRACTORGENERAL CONTRACTORGENERAL CONTRACTORPRINCE CONTRACTING INCMARK PRINCECELL: 406-593-9483msp-56@hotmail.com©COPYRIGHT PROTECTED: THESE DRAWINGS ARE COPYRIGHT PROTECTED, NO COPIES ARE ALLOWED WITHOUT WRITTEN PERMISSION; IF SO, YOU ARE VIOLATING THE OWNER RIGHTS AND ARE SUBJECT TO FINES UP TO $150,000 FORE EACH INFRINGED. CONSTRUCTION SETAs indicatedAs indicatedAs indicatedAs indicated0.30.30.30.3Eric Neilsen & Paula MilanoEric Neilsen & Paula MilanoEric Neilsen & Paula MilanoEric Neilsen & Paula Milano604 SOUTH BLACK604 SOUTH BLACK604 SOUTH BLACK604 SOUTH BLACKBOZEMAN, MTBOZEMAN, MTBOZEMAN, MTBOZEMAN, MT05050505----31313131----20202020BUILDERBUILDERBUILDERBUILDERSITE PLANSSITE PLANSSITE PLANSSITE PLANS3333PAT WICHMANPAT WICHMANPAT WICHMANPAT WICHMAN604 SOUTH BLACK604 SOUTH BLACK604 SOUTH BLACK604 SOUTH BLACKADDITIONADDITIONADDITIONADDITION 1/8" = 1'-0"2SITE PLAN EXISTING TRUE NORTH 1/8" = 1'-0"1SITE PLAN NEW TRUE NORTH360 UP8765432115 1 4 1 3 1 2 1 1 1 0 9 DNGG111111AA88BBDFJJNN#10#3#4#4#7#06'-0"27'-0"8'-0"19'-10"55'-2"28'-0"4'-0"9'-0"2'-0"9'-0"4'-0"24'-0"12'-0"36'-0"8'-0"33'-0"14'-2"28'-0"12'-0"12'-0"83'-2"33'-0"9'-0"6X6 TREATED OR CEDAR POSTDBL GATEW 2' W 2' W 2' W 2' ---- 8" 8" 8" 8"H 6' H 6' H 6' H 6' ---- 8" 8" 8" 8"W 2' W 2' W 2' W 2' ---- 4" 4" 4" 4"H 3' H 3' H 3' H 3' ---- 6" 6" 6" 6"W 2' W 2' W 2' W 2' ---- 4" 4" 4" 4"H 3' H 3' H 3' H 3' ---- 6" 6" 6" 6"W 2' W 2' W 2' W 2' ---- 4" 4" 4" 4"H 3' H 3' H 3' H 3' ---- 6" 6" 6" 6"MATCH EXISTING WINDOWS, TYPEXEXEXEXEX NEW CONC STEPSMATCH EXISTINGEXTEND CONC FLRNEW CONC PAD11113.13.13.13.122223.13.13.13.133333.13.13.13.144443.13.13.13.155553.13.13.13.166663.13.13.13.111113.23.23.23.222223.23.23.23.233333.23.23.23.244443.23.23.23.255553.23.23.23.266663.23.23.23.2EXISTING WALL TO REMAINEXISTING WALL TO REMAINNEW WALL #L#K#M#H#H6'-10"10'-10"2'-7"6'-0"2'-0"55551.31.31.31.36X6 DF#1POST(3) 2X6 STUDS THICKEN SLAB @ PERIMETER OF MONOLITHIC SLAB(4) 2X6 BUILT-UP POSTPROVIDE ADDITIONAL SUPPORT AS A MEANS OF A SONOTUBE W/ A BIGFOOT BASE; SIZED AND REINFORCED BY OTHERS; TYPH/DH/DH/DDOOR HAS BEEN MOVED TO BE CENTER @ CONNECTORH/DH/DH/DH/D6X6 DF#1POST(2)2X8 HDR(1)K-(2)T(3) 2X6 STUDS 8" SONOTUB W/24" BIGFOOT BASE, BELOW 6X6 P.T. POST, TYP (2)PLCS8" SONOTUBE W/16" BIGFOOT BASE, TYP (8)PLCSHDU4-SDS 2.5 HOLD-DOWN (6)PLCS, 5/8" DIA ALL-THREAD ANCHOR BOLT EMPBED 8", 7/8" DIA DRILLED HOLE SIMPSON SET-AI EPOXY 10" SONOTUBE W/ 30" BIGFOOT BASE, OR A 30" SQR-FTG ,TO BE LOCATED BELOW FROST LINE, REINF W/(3)#4 BAR EA-WAY10" SONOTUBE W/ 30" BIGFOOT BASE, OR A 30" SQR-FTG ,TO BE LOCATED BELOW FROST LINE, REINF W/(3)#4 BAR EA-WAY7'-4"W 9' W 9' W 9' W 9' ---- 0" 0" 0" 0"H 7' H 7' H 7' H 7' ---- 0" 0" 0" 0"W 9' W 9' W 9' W 9' ---- 0" 0" 0" 0"H 7' H 7' H 7' H 7' ---- 0" 0" 0" 0"NEW WALLNEW WALL3BNEW CONST5'-0"EXISTINGNEWTYP EA-SIDEGG111111AA88BBDFJJNN#10#36'-0"27'-0"EXISTING24'-0"8'-0"33'-0"14'-2"28'-0"28'-0"83'-2"33'-0"8'-0"19'-10"12'-0"1'-2"14'-2"28'-0"#L#L#K#K#M#M#H#H10A3BDEMOLATE THIS WALLDEMOLATE THIS WALLDEMOLATE5'-0"NEW5'-0" NEW WALL WILL BE BUILT 5-0" TO THE SOUTH, SEE NEW CONST, TYP FRONT & BACKGRID FOR NEW CONSTGRID FOR NEW CONSTIssue:Issue:Issue:Issue:Scale:Scale:Scale:Scale:Check by:Check by:Check by:Check by:Sheet Sheet Sheet Sheet Drawn by:Drawn by:Drawn by:Drawn by:Pat Wichman Pat Wichman Pat Wichman Pat Wichman ---- Owner Owner Owner Owner71 Stubble LaneBelgrade, MT 59714Office: 406-570-8024Cell: 406-570-8024pwichman3d@yahoo.comDISCLAMER: This drawing are merely a reference for the building contractor. It is the responsibility of the building contractor to follow all building codes as it pertains to this project.GENERAL CONTRACTORGENERAL CONTRACTORGENERAL CONTRACTORGENERAL CONTRACTORPRINCE CONTRACTING INCMARK PRINCECELL: 406-593-9483msp-56@hotmail.com©COPYRIGHT PROTECTED: THESE DRAWINGS ARE COPYRIGHT PROTECTED, NO COPIES ARE ALLOWED WITHOUT WRITTEN PERMISSION; IF SO, YOU ARE VIOLATING THE OWNER RIGHTS AND ARE SUBJECT TO FINES UP TO $150,000 FORE EACH INFRINGED. CONSTRUCTION SETAs indicatedAs indicatedAs indicatedAs indicated1.11.11.11.1Eric Neilsen & Paula MilanoEric Neilsen & Paula MilanoEric Neilsen & Paula MilanoEric Neilsen & Paula Milano604 SOUTH BLACK604 SOUTH BLACK604 SOUTH BLACK604 SOUTH BLACKBOZEMAN, MTBOZEMAN, MTBOZEMAN, MTBOZEMAN, MT05050505----31313131----20202020BUILDERBUILDERBUILDERBUILDERMAIN FLOOR PLANMAIN FLOOR PLANMAIN FLOOR PLANMAIN FLOOR PLAN4444PAT WICHMANPAT WICHMANPAT WICHMANPAT WICHMAN604 SOUTH BLACK604 SOUTH BLACK604 SOUTH BLACK604 SOUTH BLACKADDITIONADDITIONADDITIONADDITION 1/4" = 1'-0"1NEW FLOOR PLAN 1/4" = 1'-0"2EXISTING FLOOR PLANREFERENCE 1.2 UPPER FLOOR PLAN FOR PAGE NOTES361 GG111111AA88BBCC42DJJNNE66'-0"27'-0"7'-0"13'-6"6'-6"24'-0"41'-0"14'-2"28'-0"8'-0"6'-0"27'-0"8'-0"6'-0"20'-5"6'-7"14'-2"28'-0"83'-2"#H#H10A10A3B3BGG1111115AA88BBCC42DJJNN#10#3#3#4#4#5#5#9#9#0#05E62.162.266'-0"27'-0"7'-0"13'-6"6'-6"BEAM BELOW, SIZED BY OTHERS24'-0"12'-0"36'-0"6X6 POST W/ POST CAP, TYP41'-0"14'-2"28'-0"8'-0"6'-0"27'-0"W 2' W 2' W 2' W 2' ---- 4" 4" 4" 4"H 3' H 3' H 3' H 3' ---- 6" 6" 6" 6"W 2' W 2' W 2' W 2' ---- 4" 4" 4" 4"H 3' H 3' H 3' H 3' ---- 6" 6" 6" 6"W 2' W 2' W 2' W 2' ---- 4" 4" 4" 4"H 3' H 3' H 3' H 3' ---- 6" 6" 6" 6"W 2' W 2' W 2' W 2' ---- 4" 4" 4" 4"H 3' H 3' H 3' H 3' ---- 6" 6" 6" 6"W 2' W 2' W 2' W 2' ---- 4" 4" 4" 4"H 3' H 3' H 3' H 3' ---- 6" 6" 6" 6"W 2' W 2' W 2' W 2' ---- 4" 4" 4" 4"H 3' H 3' H 3' H 3' ---- 6" 6" 6" 6"W 0' W 0' W 0' W 0' ---- 0" 0" 0" 0"H 0' H 0' H 0' H 0' ---- 0" 0" 0" 0"8'-0"6'-0"20'-5"6'-7"14'-2"28'-0"6'-0"83'-2"11113.13.13.13.111113.13.13.13.122223.13.13.13.133333.13.13.13.144443.13.13.13.155553.13.13.13.166663.13.13.13.111113.23.23.23.211113.23.23.23.222223.23.23.23.222223.23.23.23.233333.23.23.23.233333.23.23.23.244443.23.23.23.255553.23.23.23.255553.23.23.23.266663.23.23.23.266663.23.23.23.2--8'-8"5'-5 1/2"17'-2 1/2"5'-4"4'-0"4.17#L#K#M6'-0"16'-0"6'-0"4.3B2#H#HALL FINISHED DIMGLASS BLOCK WINDOW1 1/4"55551.31.31.31.34.3B14'-3"WALKIN CLOSET(2)2X8 HDR(2)2X8 HDR(2)2X10 HDR(2)2X10 HDR(2)2X6 HDR(2)2X6 HDRMIN (2)2X6 TRIMMER BETWEEN OPENINGS, TYP(1)K(2) TTYP(2)2X8 HDRKing 78" x 80"1'-6"5'-0"1'-6"W 2' W 2' W 2' W 2' ---- 4" 4" 4" 4"H 3' H 3' H 3' H 3' ---- 6" 6" 6" 6"W 2' W 2' W 2' W 2' ---- 4" 4" 4" 4"H 3' H 3' H 3' H 3' ---- 6" 6" 6" 6"W 4' W 4' W 4' W 4' ---- 6" 6" 6" 6"H 4' H 4' H 4' H 4' ---- 0" 0" 0" 0"W 2' W 2' W 2' W 2' ---- 6" 6" 6" 6"H 6' H 6' H 6' H 6' ---- 8" 8" 8" 8"W 2' W 2' W 2' W 2' ---- 4" 4" 4" 4"H 6' H 6' H 6' H 6' ---- 8" 8" 8" 8"W 2' W 2' W 2' W 2' ---- 6" 6" 6" 6"H 6' H 6' H 6' H 6' ---- 8" 8" 8" 8"4'-7"4'-3"FIN-DIM2'-0"#3A#3A1'-8 1/2"20'-7"1'-8 1/2"3'-0"7'-3 1/2"7'-3 1/2"3'-0"8'-3 1/2"11'-5"2'-11 1/2"9'-7"6'-0"5'-0"10A(2)2X8 HDRW 4' W 4' W 4' W 4' ---- 0" 0" 0" 0"H 4' H 4' H 4' H 4' ---- 0" 0" 0" 0"W 1' W 1' W 1' W 1' ---- 6" 6" 6" 6"H 4' H 4' H 4' H 4' ---- 0" 0" 0" 0"W 1' W 1' W 1' W 1' ---- 6" 6" 6" 6"H 4' H 4' H 4' H 4' ---- 0" 0" 0" 0"PAGE NOTES: FLOOR PLANPAGE NOTES: FLOOR PLANPAGE NOTES: FLOOR PLANPAGE NOTES: FLOOR PLANNOTE: BUILDER IS RESPONSIBE TO VERIFY ALL INFORMATION PROVIDE IN PLANNOTE: BUILDER IS RESPONSIBE TO VERIFY ALL INFORMATION PROVIDE IN PLANNOTE: BUILDER IS RESPONSIBE TO VERIFY ALL INFORMATION PROVIDE IN PLANNOTE: BUILDER IS RESPONSIBE TO VERIFY ALL INFORMATION PROVIDE IN PLAN1. ALL EXTERIOR WALLS SHALL BE 2X6 STICK FRAMED ULESS NOTED OTHERWISE; SINGLE BOTTOM PLATE, DOUBLE TOP PLATE, AND STUDES SPACED AT 16-IN O/C, UNLESS NOTED OTHERWISE. 2. ALL INTERIOR WALL SHALL BE 2X4 WOOD FRAMED WALLS UNLESS NOTED OTHERWISE; SINGLE BOTTOM PLATE, DOUBLE TOP PLATE, AND STUDS SPACED AT 16-IN O/C, UNLESS NOTED OTHERWISE. 3. ALL HEADERS NOTED HAVE BEEN SIZED BY A LICENSE STRUCTURAL ENGINEER. ALL OTHER HEADERS THAT HAVE A UNIFORM LOAD SHALL BE SIZED ACCORDING TO TABLE R602.7.1, 2012 IRC.4. FOLLOW MANUFACTURE SPAN CHARTS AND SPECIFICATION WHEN USING ENGINEER LUMBER (LVL) AS YOUR HEADER. 5. DOUBLE TRIMMERS FOR ALL HEADER SPANNING 6-FEET AND GREATER, UNLESS NOTED OTHERWISE. 6. ALL EXTERIOR WALLS SHALL BE INSULATED WITH A MINIMUM VALUE OF R-21 OR PER CODE REQ'S. 7. INSIDE FACE OF EXTERIOR WALLS SHALL BE COVERED WITH A VAPOR RETARDER AND 1/2" GYP TO BE TAPED, TEXTURED AND PAINTED; UNLESS NOTED OTHERWISE. (SEE ATTACHED IRC FASTENING CHARTS FOR REQ'D SPACING) 8. OUTSIDE FACE OF EXTERIOR WALLS SHALL BE COVERED WITH 7/16-IN OSB, HOUSE WRAP, AND SIDING.9. HOUSE WRAP SHALL HAVE ALL JOINTS TAPED AND SEALED.10. SEE ATTACHED IRC FASTENING SCHEDULE FOR SPACING OF FASTENERS OF STRUCTURAL SHEATIHNG TO FRAMING MEMBERS. 11. FOLLOW MANUFACTURES SPECS AND REQ'S FOR WALL FINISHES (SIDING).12. REFENCE ELEVATIONS FOR SIDING TYPES AND LOCATIONS.13. BRACED PANEL WALLS MAY REQUIRE ALTERNATIVE FASTENING PATTERNS. (SEE ATTACHED DETAILS AND FASTENING SCHEDULES IN REFERENCE TO BRACED PANEL WALLS. 14. ALL INTERIOR WALLS ARE COVERED WITH 1/2" GYP BOTH SIDES, TAPED, TEXTURED, AND PAINTED; UNLESS NOTED OTHERWISE15. GRID LINES UP WITH OUTSIDE FACE OF FRAMING, TYPICAL IN ALL PLACESIssue:Issue:Issue:Issue:Scale:Scale:Scale:Scale:Check by:Check by:Check by:Check by:Sheet Sheet Sheet Sheet Drawn by:Drawn by:Drawn by:Drawn by:Pat Wichman Pat Wichman Pat Wichman Pat Wichman ---- Owner Owner Owner Owner71 Stubble LaneBelgrade, MT 59714Office: 406-570-8024Cell: 406-570-8024pwichman3d@yahoo.comDISCLAMER: This drawing are merely a reference for the building contractor. It is the responsibility of the building contractor to follow all building codes as it pertains to this project.GENERAL CONTRACTORGENERAL CONTRACTORGENERAL CONTRACTORGENERAL CONTRACTORPRINCE CONTRACTING INCMARK PRINCECELL: 406-593-9483msp-56@hotmail.com©COPYRIGHT PROTECTED: THESE DRAWINGS ARE COPYRIGHT PROTECTED, NO COPIES ARE ALLOWED WITHOUT WRITTEN PERMISSION; IF SO, YOU ARE VIOLATING THE OWNER RIGHTS AND ARE SUBJECT TO FINES UP TO $150,000 FORE EACH INFRINGED. CONSTRUCTION SETAs indicatedAs indicatedAs indicatedAs indicated1.21.21.21.2Eric Neilsen & Paula MilanoEric Neilsen & Paula MilanoEric Neilsen & Paula MilanoEric Neilsen & Paula Milano604 SOUTH BLACK604 SOUTH BLACK604 SOUTH BLACK604 SOUTH BLACKBOZEMAN, MTBOZEMAN, MTBOZEMAN, MTBOZEMAN, MT05050505----31313131----20202020CheckerCheckerCheckerCheckerUPPER FLOOR PLANUPPER FLOOR PLANUPPER FLOOR PLANUPPER FLOOR PLAN5555AuthorAuthorAuthorAuthor604 SOUTH BLACK604 SOUTH BLACK604 SOUTH BLACK604 SOUTH BLACKADDITIONADDITIONADDITIONADDITION 1/4" = 1'-0"2L10 T/ EXIST AREA ABOVE GARAGE 1/4" = 1'-0"1AREA PLAN @ MASTER SUITE362 GG11111188JJNN#10#3#3#4#4#5#9#911113.13.13.13.111113.13.13.13.122223.13.13.13.122223.13.13.13.133333.13.13.13.133333.13.13.13.144443.13.13.13.144443.13.13.13.155553.13.13.13.155553.13.13.13.166663.13.13.13.166663.13.13.13.122223.23.23.23.222223.23.23.23.233333.23.23.23.233333.23.23.23.244443.23.23.23.244443.23.23.23.255553.23.23.23.255553.23.23.23.266663.23.23.23.266663.23.23.23.2#L#K#M#H#H55551.31.31.31.324'-0"1'-8 1/2"20'-7"1'-8 1/2"6X12 P.T. FLR-BM6X6 DECK POST6X6 DECK POSTFLOOR SYSTENFLOOR SYSTENFLOOR SYSTENFLOOR SYSTEN3/4" T&G SHTG11-7/8" TGI 210 @ 16" OCFLOOR SYSTENFLOOR SYSTENFLOOR SYSTENFLOOR SYSTEN3/4" T&G SHTG11-7/8" JOST @ 16" OCDECK FLOOR SYSTEMDECK FLOOR SYSTEMDECK FLOOR SYSTEMDECK FLOOR SYSTEM2X6 COMPOSITE DECKING2X10 P.T, FLR-JST @ 24" OC4'-0"5'-0"18'-0"5'-0"14'-2"28'-0"4'-3"16'-0"14'-2"1'-9"20'-3"6'-0"6X6 P.T. POST12'-0"12'-0"2X6 LOAD BRG WALL ABV, TYP (4) PLCS(3)2X6 STUDS UNDER BEAMWALL ABV, TYP(2) 1-3/4" X 11-7/8" LVL(4)2X6 POST BELOW FLR-BEAMIUS2.06/11.88 HANGER, TYP UNO6X6 P.T. POST DOWN BELOW BEAM, TYP (2)PLCS2X10 P.T. LEDGER W/ (2)ROWS 1/4"x1/4" RSS @16" O/C(3) 2X6 BUILT-UP POST @ GIRDER TRUSS ABV TO BEAR ON FLR BEAM BELOW & TO BE CENTERED OVER FLR-BM, TYP (4)PLCS.HU412 E/SHU412 E/S(2) 1-3/4" X 11-7/8" LVL(2) 1-3/4" X 11-7/8" LVL(2) 1-3/4" X 11-7/8" LVL1-3/4" X 11-7/8" LVLHU11 HANGER6X6 DF#1 POST, ECC66 POST CAP, CPT66 POST BASE6X6 DF#1 POST, ECC66 POST CAP, CPT66 POST BASE(2) TRIMMER STUDS EACH SIDE OF G-DOOR(2) TRIMMER STUDS EACH SIDE OF G-DOOR5-1/8 X 12 GLU-LAM HDR X 28' SEE PORTAL FRAME DETAIL(3)2X6 STUDS UNDER BEAM(3)2X6 STUDS UNDER BEAMIUS2.06/11.88 HGR(2)TRIMMER STUDS(2)TRIMMER STUDSW18x50BA3.56/11.88 HANGER FOR (2) LVL, TYPBA1.81/11.88 HANGER FOR (1)LVL, TYP#3A#3A10A3B3B5-1/8"x12" GLU-LAM5-1/8"x12" GLU-LAM5'-0"5'-0"W 2' W 2' W 2' W 2' ---- 8" 8" 8" 8"H 6' H 6' H 6' H 6' ---- 8" 8" 8" 8"W 2' W 2' W 2' W 2' ---- 8" 8" 8" 8"H 6' H 6' H 6' H 6' ---- 8" 8" 8" 8"1-3/4" X 11-7/8" LVLWD-POST PER PLANEXISTING MONO-SLABSTEEL BEEM PER PLANFLR BEAM PER PLANFLR-JST PER PLAN2X6 STUD FRAMED WALLSONOTUBE PER W/ BIGFOOR BASE PER PLAN OR EQUIVALENTBUILT UP POST TO SUPPORT GIRDER TRUSS ABV TO BEAR ON FLOOR BEAM BELOWFLR-BEAM PER PLANLOAD BRG WALL TO SUPPORT ROOF TRUSSES ABVTOP & BOTTOM CHORD OF ROOF TRUSS#10L9) T/W @ GARAGE106' - 8 1/8"L10 T/ FLR @ NEW MSTR BED107' - 8 3/4"#91'-0 5/8"HEADER PER PLANFLR FRMG PER PLANOVERHEAD DOOR TRACK1'-8 1/2"POST PER PLANWD-POST PER PLAN TO SUPPORT GIRDER TRUSS ABV; TYP EA SIDE @ EA ENDTOP & BOTTOM CHORD OF ROOF TRUSS, REF TRUSS PLAN, TYP ALL PLCS WD POSTFLR-BEAM PER PLAN, TYP L/RPOST PER PLANNEW MONOLITHIC SLABFLR-BEAM PER PLANPOST PER PLANFLR-BEAM PER PLANWD POST PER PLANWD-POST PER PLANWD-POST PER PLANWD POST PER PLANDECK FLR-JST PER PLANKING STUDS & TRIMMER STUDS PER PLAN,TYPWD-POST PER PLANFLR-BEAM PER PLANFLR-BEAM PER PLANWD POST PER PLANNEW MONO-SLABI-JST PER PLANLD-BRGHEADERS PER PLANKING & TRIMMER STUD PER PLANWD POST PER PLAN, TYP EA SIDENEW MONO SLABAREA PLAN @ GARAGE100' - 0"AREA PLAN @ GARAGE100' - 0"L9) T/W @ GARAGE106' - 8 1/8"L7 T/ STAIR @ HOUSE105' - 0 9/16"L7 T/ STAIR @ HOUSE105' - 0 9/16"L10 T/ FLR @ NEW MSTR BED107' - 8 3/4"1'-0 5/8"1/2" LAG BLT 12" O/S E/SW18x505/8 GYP2X4FLR-JST PER PLAN3/4 FLR-SHTGHANGER PER PLAN5 1/2"8"1'-6"FRONT VIEWSIDE VIEW3"6X6 POSTW18x503"3"8"SPRAY URATHAN1/4x3x8" PL @ EA-END(2)5/8" DIA THRU BOLTSEND OF BEAM DETAILEND OF BEAM DETAILEND OF BEAM DETAILEND OF BEAM DETAIL2 1/2"(2)5/8" DIA THRU BOLTSW18x502X8Issue:Issue:Issue:Issue:Scale:Scale:Scale:Scale:Check by:Check by:Check by:Check by:Sheet Sheet Sheet Sheet Drawn by:Drawn by:Drawn by:Drawn by:Pat Wichman Pat Wichman Pat Wichman Pat Wichman ---- Owner Owner Owner Owner71 Stubble LaneBelgrade, MT 59714Office: 406-570-8024Cell: 406-570-8024pwichman3d@yahoo.comDISCLAMER: This drawing are merely a reference for the building contractor. It is the responsibility of the building contractor to follow all building codes as it pertains to this project.GENERAL CONTRACTORGENERAL CONTRACTORGENERAL CONTRACTORGENERAL CONTRACTORPRINCE CONTRACTING INCMARK PRINCECELL: 406-593-9483msp-56@hotmail.com©COPYRIGHT PROTECTED: THESE DRAWINGS ARE COPYRIGHT PROTECTED, NO COPIES ARE ALLOWED WITHOUT WRITTEN PERMISSION; IF SO, YOU ARE VIOLATING THE OWNER RIGHTS AND ARE SUBJECT TO FINES UP TO $150,000 FORE EACH INFRINGED. CONSTRUCTION SETAs indicatedAs indicatedAs indicatedAs indicated1.31.31.31.3Eric Neilsen & Paula MilanoEric Neilsen & Paula MilanoEric Neilsen & Paula MilanoEric Neilsen & Paula Milano604 SOUTH BLACK604 SOUTH BLACK604 SOUTH BLACK604 SOUTH BLACKBOZEMAN, MTBOZEMAN, MTBOZEMAN, MTBOZEMAN, MT05050505----31313131----20202020CheckerCheckerCheckerCheckerFLOOR FRAMING PLAN @FLOOR FRAMING PLAN @FLOOR FRAMING PLAN @FLOOR FRAMING PLAN @MASTER BEDROOM SUITEMASTER BEDROOM SUITEMASTER BEDROOM SUITEMASTER BEDROOM SUITE6666AuthorAuthorAuthorAuthor604 SOUTH BLACK604 SOUTH BLACK604 SOUTH BLACK604 SOUTH BLACKADDITIONADDITIONADDITIONADDITION 1/4" = 1'-0"1L10 T/ FLR @ NEW MSTR FL-FRMG6STRUCT SUPPORT @ CENTER BEAM4STRUCT SUPPORT @ CHEAK WALLS, TYP 1/2" = 1'-0"5Section 13 @ GARAGE DOOR HEADER9STRUCT DISPLAY @ REAR WALL INSIDE VIEW8STRUCT DISPLAY @ REAR WALL OUTSIDE VIEW7STRUCT DISPLAY @ FRONT WALL INSIDE VIEW2STRUCT DISPLAY @ FRONT WALL OUTSIDE VIEWPAGE NOTES:PAGE NOTES:PAGE NOTES:PAGE NOTES:• 3D VIEWS ARE DISPLAYED TO CLARIFY STRUCTUAL ELEMENTS SHOWN IN FLOOR FRAMING PLAN, ETC.• NOT ALL FRAMING ELEMENT ARE DISPLAYED IN WALLS, ONLY SHOWN CONCENTRATED POINT LOADS.• TOP & BOTTOM PLATES NOT SHOWN IN DISPLAY.• ROOF FRAMING MEMBER NOT SHOW IN DISPLAY, REF ROOF TRUSS LAYOUT.• TOP & BOTTOM CHORD ARE SHOWN AS ROOF OF ROOF TRUSS ARE DISPLAYED AS ROOF PLANES, NOT INDIVIDUAL COMPONETS; REF ROOF TRUSS LAYOUT.• SONOTUBE SHOWN ARE PLACE UNDER MONO-SLAB TO PROVIDE ADDITIONAL SUPPORT AT POINT LOADS, SIZE AND REINFORCEMENT DETERMINE BY OTHERS. 3/4" = 1'-0"3CENTER STEEL BM @ BDRM FL-JST363 DNDNGG111111AA88BBCC42DFJJNN#10#10#3#3E627'-4"28'-0"24'-0"8'-0"6'-0"20'-5"RIDGEO/HO/HO/HOVERHANGE8'-0"6'-0"27'-0"14'-2"28'-0"83'-2"6'-0"7'-0"13'-6"6'-6"33'-0"#L#K#M#3A#3A10A10A3B3BGG111111AA88BBCC4422DDJJNN#10#10#3#3#4#4#5#9#9#7#0#0EE665" / 12"5" / 12"5" / 12"5" / 12"5" / 12"5" / 12"5" / 12"5" / 12"5" / 12"5" / 12"5" / 12"5" / 12"5" / 12"5" / 12"5" / 12"5" / 12"5" / 12"5" / 12"5" / 12"5" / 12"5" / 12"5" / 12"5" / 12"5" / 12"5" / 12"5" / 12"5" / 12"5" / 12"27'-4"28'-0"24'-0"12'-0"8'-0"6'-0"20'-5"6'-0"RIDGE8'-0"6'-0"27'-0"14'-2"28'-0"83'-2"36'-0"6'-0"7'-0"13'-6"6'-6"33'-0"#L#K#M#H#H(2)1-3/4" X 9-1/2" LVL RIDGE BEAM FLUSH2X10 RAFTER @ 24" O/C, THIS SECTIONLRU210Z HANGER, TYPHU410 HANGER EA-SIDE OF RIDGE BEAM(2)2X8 HEADER @ OPENING#3A#3A1'-8 1/2"20'-7"1'-8 1/2"1'-0"5'-0"18'-0"5'-0"1'-0"10A10A3B3B2'-0"2'-0"2'-0"2'-0"VAULTED VALLEYVAULTED VALLEY VAULTED VALLEYVAULTED VALLEYRIDGERIDGE2'-0"2'-0"2'-0"2'-0"OVERHANGEOVERHANGEOVERHANGEOVERHANGEOVERHANGERIDGERIDGE12" / 12"12" / 12"12" / 12"12" / 12"12" / 12"12" / 12"12" / 12"12" / 12"12" / 12"12" / 12"12" / 12"12" / 12"12" / 12"12" / 12"12" / 12"12" / 12"5" / 12"5" / 12"5" / 12"5" / 12"5" / 12"5" / 12"5" / 12"5" / 12"5" / 12"5" / 12"5" / 12"5" / 12"5" / 12"5" / 12"5" / 12"5" / 12"Issue:Issue:Issue:Issue:Scale:Scale:Scale:Scale:Check by:Check by:Check by:Check by:Sheet Sheet Sheet Sheet Drawn by:Drawn by:Drawn by:Drawn by:Pat Wichman Pat Wichman Pat Wichman Pat Wichman ---- Owner Owner Owner Owner71 Stubble LaneBelgrade, MT 59714Office: 406-570-8024Cell: 406-570-8024pwichman3d@yahoo.comDISCLAMER: This drawing are merely a reference for the building contractor. It is the responsibility of the building contractor to follow all building codes as it pertains to this project.GENERAL CONTRACTORGENERAL CONTRACTORGENERAL CONTRACTORGENERAL CONTRACTORPRINCE CONTRACTING INCMARK PRINCECELL: 406-593-9483msp-56@hotmail.com©COPYRIGHT PROTECTED: THESE DRAWINGS ARE COPYRIGHT PROTECTED, NO COPIES ARE ALLOWED WITHOUT WRITTEN PERMISSION; IF SO, YOU ARE VIOLATING THE OWNER RIGHTS AND ARE SUBJECT TO FINES UP TO $150,000 FORE EACH INFRINGED. CONSTRUCTION SET 1/4" = 1' 1/4" = 1' 1/4" = 1' 1/4" = 1'----0"0"0"0"1.41.41.41.4Eric Neilsen & Paula MilanoEric Neilsen & Paula MilanoEric Neilsen & Paula MilanoEric Neilsen & Paula Milano604 SOUTH BLACK604 SOUTH BLACK604 SOUTH BLACK604 SOUTH BLACKBOZEMAN, MTBOZEMAN, MTBOZEMAN, MTBOZEMAN, MT05050505----31313131----20202020BUILDERBUILDERBUILDERBUILDERROOF PLANROOF PLANROOF PLANROOF PLAN7777PAT WICHMANPAT WICHMANPAT WICHMANPAT WICHMAN604 SOUTH BLACK604 SOUTH BLACK604 SOUTH BLACK604 SOUTH BLACKADDITIONADDITIONADDITIONADDITION 1/4" = 1'-0"2ROOF PLAN 1/4" = 1'-0"1ROOF PLAN# = NEW GRID FOR NEW CONST364 955 SFEXISTING MAINFLOORBuilding Area LegendEXISTING CONC PATIOEXISTING FRONTPORCHEXISTING MAIN FLOOREXISTING SIDE PORCHNEW GARAGENEW SIDE PORCHEXTENSIONNEWSTAMPED/STAINEDCONCRETE PAD71 SFEXISTING SIDEPORCH179 SFEXISTING FRONTPORCH112 SFNEW SIDE PORCHEXTENSION540 SFNEWSTAMPED/STAINEDCONCRETE PAD384 SFEXISTING CONCPATIO681 SFNEW GARAGE657 SFNEW MASTERBEDROOM SUITE713 SFEXISTING SECONDFLOOR90 SFNEW CONNECTOR211 SFNEW MASTERBEDROOM DECK82 SFEXISTING STORAGEBuilding Area LegendEXISTING SECOND FLOOREXISTING STORAGENEW CONNECTORNEW MASTER BEDROOMDECKNEW MASTER BEDROOMSUITEIssue:Issue:Issue:Issue:Scale:Scale:Scale:Scale:Check by:Check by:Check by:Check by:Sheet Sheet Sheet Sheet Drawn by:Drawn by:Drawn by:Drawn by:Pat Wichman Pat Wichman Pat Wichman Pat Wichman ---- Owner Owner Owner Owner71 Stubble LaneBelgrade, MT 59714Office: 406-570-8024Cell: 406-570-8024pwichman3d@yahoo.comDISCLAMER: This drawing are merely a reference for the building contractor. It is the responsibility of the building contractor to follow all building codes as it pertains to this project.GENERAL CONTRACTORGENERAL CONTRACTORGENERAL CONTRACTORGENERAL CONTRACTORPRINCE CONTRACTING INCMARK PRINCECELL: 406-593-9483msp-56@hotmail.com©COPYRIGHT PROTECTED: THESE DRAWINGS ARE COPYRIGHT PROTECTED, NO COPIES ARE ALLOWED WITHOUT WRITTEN PERMISSION; IF SO, YOU ARE VIOLATING THE OWNER RIGHTS AND ARE SUBJECT TO FINES UP TO $150,000 FORE EACH INFRINGED. CONSTRUCTION SET 1/4" = 1' 1/4" = 1' 1/4" = 1' 1/4" = 1'----0"0"0"0"1.51.51.51.5Eric Neilsen & Paula MilanoEric Neilsen & Paula MilanoEric Neilsen & Paula MilanoEric Neilsen & Paula Milano604 SOUTH BLACK604 SOUTH BLACK604 SOUTH BLACK604 SOUTH BLACKBOZEMAN, MTBOZEMAN, MTBOZEMAN, MTBOZEMAN, MT05050505----31313131----20202020CheckerCheckerCheckerCheckerAREA PLANSAREA PLANSAREA PLANSAREA PLANS8888AuthorAuthorAuthorAuthor604 SOUTH BLACK604 SOUTH BLACK604 SOUTH BLACK604 SOUTH BLACKADDITIONADDITIONADDITIONADDITION 1/4" = 1'-0"2AREA PLAN @ GARAGE 1/4" = 1'-0"1AREA PLAN @ MASTER SUITENameArea TypeAreaPerimeterEXISTING MAIN FLOORGross Building Area 955 SF118' - 3"EXISTING GARAGEGross Building Area Not PlacedNot PlacedEXISTING SIDE PORCHGross Building Area71 SF31' - 9"EXISTING FRONT PORCHGross Building Area 179 SF63' - 4"NEW SIDE PORCH EXTENSIONGross Building Area 112 SF45' - 4"NEW MASTER BEDROOM SUITEGross Building Area 657 SF102' - 11"EXISTING SECOND FLOORGross Building Area 713 SF105' - 2"NEW CONNECTORGross Building Area90 SF38' - 7"NEW MASTER BEDROOM DECKGross Building Area 211 SF64' - 4"EXISTING STORAGEGross Building Area82 SF39' - 4"NEW STAMPED/STAINED CONCRETE PAD Gross Building Area540 SF119' - 1 9/16"NEW CONC PATIO EXTENSIONGross Building Area Not PlacedNot PlacedEXISTING CONC PATIOGross Building Area 384 SF80' - 0 1/16"NEW GARAGEGross Building Area 681 SF102' - 4"Grand total4677 SFNameLevelArea TypeAreaEXISTING MAIN FLOORAREA PLAN @ GARAGE Gross Building Area 955 SFEXISTING GARAGENot PlacedGross Building Area Not PlacedEXISTING SIDE PORCHAREA PLAN @ GARAGE Gross Building Area 71 SFEXISTING FRONT PORCHAREA PLAN @ GARAGE Gross Building Area 179 SFEXISTING SECOND FLOORL10 T/ FLR @ NEW MSTRBEDGross Building Area 713 SFEXISTING STORAGEL10 T/ FLR @ NEW MSTRBEDGross Building Area 82 SFEXISTING CONC PATIOAREA PLAN @ GARAGE Gross Building Area 384 SFGrand total2386 SFNameLevelArea TypeAreaNEW SIDE PORCH EXTENSIONAREA PLAN @ GARAGE Gross Building Area 112 SFNEW MASTER BEDROOM SUITEL10 T/ FLR @ NEW MSTRBEDGross Building Area 657 SFNEW CONNECTORL10 T/ FLR @ NEW MSTRBEDGross Building Area 90 SFNEW MASTER BEDROOM DECKL10 T/ FLR @ NEW MSTRBEDGross Building Area 211 SFNEW STAMPED/STAINED CONCRETE PAD AREA PLAN @ GARAGE Gross Building Area 540 SFNEW CONC PATIO EXTENSIONNot PlacedGross Building Area Not PlacedNEW GARAGEAREA PLAN @ GARAGE Gross Building Area 681 SFGrand total2291 SF365 AREA PLAN @ GARAGE100' - 0"L11) T/WALL 1 @ HOUSE109' - 1 1/8"L5) T/ FNDT @ HOUSE99' - 2"L12) T/ FLR 2 @ HOUSE110' - 1 1/8"GAL15) T/ WALL 2 @ HOUSE118' - 2 1/4"BCDJNL9) T/W @ GARAGE106' - 8 1/8"L4) T/FND @ GARAGE97' - 10"L10 T/ FLR @ NEW MSTR BED107' - 8 3/4"L14 T/W @ NEW MSTR BED115' - 9 7/8"8'-10 1/8"1'-0 5/8"8'-1 1/8"E8'-0"33'-0"14'-2"28'-0"6'-0"20'-5"6'-7"5" / 12"5" / 12"5" / 12"5" / 12"5" / 12"5" / 12"5" / 12"5" / 12"5" / 12"5" / 12"5" / 12"5" / 12"1'-4"5'-4"5'-4"4'-0"5'-4"5'-4"1'-4"83'-2"9'-1 1/8"1'-0"8'-1 1/8"VERIFY DIM AS NEEDEDMATCH EX-WINNEW WINDOWSEX-WINDOWSEXEXEXEXEX5" / 12"5" / 12"5" / 12"5" / 12"5" / 12"5" / 12"5" / 12"5" / 12"1X61X41X4ROOF BRACEMATCH EXISTINGMATCH EXISTING ROOFING TYPEGATE POST, EA-ENDNEW DBL GATESTRUCT BEAMHASH TAG REPRESENT NEW GRIDEXEXEXEX#H20'-6"EL: 124'-10 5/8"5" / 12"5" / 12"5" / 12"5" / 12"5" / 12"5" / 12"5" / 12"5" / 12"12" 12" 12" 12" 12"12"12"12"2'-0"2'-0"EL: 124'-6 1/8"2'-0''MIN5" / 12"5" / 12"5" / 12"5" / 12"AREA PLAN @ GARAGE100' - 0"L11) T/WALL 1 @ HOUSE109' - 1 1/8"L5) T/ FNDT @ HOUSE99' - 2"L12) T/ FLR 2 @ HOUSE110' - 1 1/8"GAL15) T/ WALL 2 @ HOUSE118' - 2 1/4"BCDFJNL9) T/W @ GARAGE106' - 8 1/8"L4) T/FND @ GARAGE97' - 10"E8'-10 1/8"6'-0"20'-5"6'-7"12'-0"1'-2"42'-2"83'-2"9'-1 1/8"1'-0"8'-1 1/8"VERIFY DIM AS NEEDED4" 4" 4" 4" 12"12"12"12"5" / 12"5" / 12"5" / 12"5" / 12"5" / 12"5" / 12"5" / 12"5" / 12"5" / 12"5" / 12"5" / 12"5" / 12"5" / 12"5" / 12"5" / 12"5" / 12"5" / 12"5" / 12"5" / 12"5" / 12"8'-0"33'-0"14'-2"28'-0"EL: 111'-10 31/32"EL: 124'-10 5/8"AREA PLAN @ GARAGE100' - 0"AREA PLAN @ GARAGE100' - 0"L11) T/WALL 1 @ HOUSE109' - 1 1/8"L11) T/WALL 1 @ HOUSE109' - 1 1/8"L12) T/ FLR 2 @ HOUSE110' - 1 1/8"L12) T/ FLR 2 @ HOUSE110' - 1 1/8"111L15) T/ WALL 2 @ HOUSE118' - 2 1/4"L15) T/ WALL 2 @ HOUSE118' - 2 1/4"8429'-1 1/8"1'-0"8'-1 1/8"7'-0"13'-6"6'-6"33'-0"6'-0"27'-0"EXEXEXEXEXEX5" 5" 5" 5" 12"12"12"12"5" 5" 5" 5" 12"12"12"12"5" 5" 5" 5" 12"12"12"12"AREA PLAN @ GARAGE100' - 0"AREA PLAN @ GARAGE100' - 0"L11) T/WALL 1 @ HOUSE109' - 1 1/8"L11) T/WALL 1 @ HOUSE109' - 1 1/8"L12) T/ FLR 2 @ HOUSE110' - 1 1/8"L12) T/ FLR 2 @ HOUSE110' - 1 1/8"111L15) T/ WALL 2 @ HOUSE118' - 2 1/4"L15) T/ WALL 2 @ HOUSE118' - 2 1/4"8429'-1 1/8"1'-0"8'-1 1/8"5" 5" 5" 5" 12"12"12"12"5" 5" 5" 5" 12"12"12"12"5" 5" 5" 5" 12"12"12"12"7'-0"13'-6"6'-6"33'-0"6'-0"27'-0"EXEXEXEXEXEXEL: 124'-10 5/8"3BAREA PLAN @ GARAGE100' - 0"AREA PLAN @ GARAGE100' - 0"L11) T/WALL 1 @ HOUSE109' - 1 1/8"L11) T/WALL 1 @ HOUSE109' - 1 1/8"L5) T/ FNDT @ HOUSE99' - 2"L5) T/ FNDT @ HOUSE99' - 2"L12) T/ FLR 2 @ HOUSE110' - 1 1/8"L12) T/ FLR 2 @ HOUSE110' - 1 1/8"111L15) T/ WALL 2 @ HOUSE118' - 2 1/4"L15) T/ WALL 2 @ HOUSE118' - 2 1/4"8L8 T/ FLR @ CONN106' - 1 7/16"L8 T/ FLR @ CONN106' - 1 7/16"69'-1 1/8"1'-0"8'-1 1/8"33'-0"23'-6"3'-6"5" 5" 5" 5" 12"12"12"12"5" 5" 5" 5" 12"12"12"12"5" 5" 5" 5" 12"12"12"12"27'-0"6'-0"EXEXEXEXEXAREA PLAN @ GARAGE100' - 0"AREA PLAN @ GARAGE100' - 0"L11) T/WALL 1 @ HOUSE109' - 1 1/8"L11) T/WALL 1 @ HOUSE109' - 1 1/8"L5) T/ FNDT @ HOUSE99' - 2"L5) T/ FNDT @ HOUSE99' - 2"L12) T/ FLR 2 @ HOUSE110' - 1 1/8"L12) T/ FLR 2 @ HOUSE110' - 1 1/8"111L15) T/ WALL 2 @ HOUSE118' - 2 1/4"L15) T/ WALL 2 @ HOUSE118' - 2 1/4"8L8 T/ FLR @ CONN106' - 1 7/16"L8 T/ FLR @ CONN106' - 1 7/16"#4#5#79'-1 1/8"1'-0"8'-1 1/8"W 0' W 0' W 0' W 0' ---- 0" 0" 0" 0"H 0' H 0' H 0' H 0' ---- 0" 0" 0" 0"EXEXEXEX-RF BRACE5" 5" 5" 5" 12"12"12"12"NEW ROOFNEW RFDBL GATEMATCH EX-OVERHANGSTRUCT BEAMT/ WIN7'-0 1/16"5" 5" 5" 5" 12"12"12"12"633'-0"23'-6"3'-6"6'-0"10'-6"6'-0"7'-0"9'-6"HASH TAG REPRESENT NEW GRID FOR NEW CONSTRUCTIONIssue:Issue:Issue:Issue:Scale:Scale:Scale:Scale:Check by:Check by:Check by:Check by:Sheet Sheet Sheet Sheet Drawn by:Drawn by:Drawn by:Drawn by:Pat Wichman Pat Wichman Pat Wichman Pat Wichman ---- Owner Owner Owner Owner71 Stubble LaneBelgrade, MT 59714Office: 406-570-8024Cell: 406-570-8024pwichman3d@yahoo.comDISCLAMER: This drawing are merely a reference for the building contractor. It is the responsibility of the building contractor to follow all building codes as it pertains to this project.GENERAL CONTRACTORGENERAL CONTRACTORGENERAL CONTRACTORGENERAL CONTRACTORPRINCE CONTRACTING INCMARK PRINCECELL: 406-593-9483msp-56@hotmail.com©COPYRIGHT PROTECTED: THESE DRAWINGS ARE COPYRIGHT PROTECTED, NO COPIES ARE ALLOWED WITHOUT WRITTEN PERMISSION; IF SO, YOU ARE VIOLATING THE OWNER RIGHTS AND ARE SUBJECT TO FINES UP TO $150,000 FORE EACH INFRINGED. CONSTRUCTION SET 3/16" = 1' 3/16" = 1' 3/16" = 1' 3/16" = 1'----0"0"0"0"2.12.12.12.1Eric Neilsen & Paula MilanoEric Neilsen & Paula MilanoEric Neilsen & Paula MilanoEric Neilsen & Paula Milano604 SOUTH BLACK604 SOUTH BLACK604 SOUTH BLACK604 SOUTH BLACKBOZEMAN, MTBOZEMAN, MTBOZEMAN, MTBOZEMAN, MT05050505----31313131----20202020BUILDERBUILDERBUILDERBUILDERELEVATIONS NEW &ELEVATIONS NEW &ELEVATIONS NEW &ELEVATIONS NEW &EXISTINGEXISTINGEXISTINGEXISTING9999PAT WICHMANPAT WICHMANPAT WICHMANPAT WICHMAN604 SOUTH BLACK604 SOUTH BLACK604 SOUTH BLACK604 SOUTH BLACKADDITIONADDITIONADDITIONADDITION 3/16" = 1'-0"3(1) NORTH ELEVATION NEW 3/16" = 1'-0"4(1) NORTH ELEVATION EXISTING 3/16" = 1'-0"2(2) WEST ELEVATION EXISTING 3/16" = 1'-0"1(2) WEST ELEVATION NEW 3/16" = 1'-0"6(4) EAST ELEVATION @ HOUSE EXISTING 3/16" = 1'-0"5(4) EAST ELEVATION @ HOUSE NEWNO CHANGE WITH THESE VIEWS366 AREA PLAN @ GARAGE100' - 0"L11) T/WALL 1 @ HOUSE109' - 1 1/8"L12) T/ FLR 2 @ HOUSE110' - 1 1/8"GAL15) T/ WALL 2 @ HOUSE118' - 2 1/4"BCJNL9) T/W @ GARAGE106' - 8 1/8"L4) T/FND @ GARAGE97' - 10"L10 T/ FLR @ NEW MSTR BED107' - 8 3/4"L14 T/W @ NEW MSTR BED115' - 9 7/8"8'-1 1/8"1'-0"9'-1 1/8"8'-1 1/8"1'-0 5/8"8'-10 1/8"8'-0"6'-0"27'-0"NEW CONNECTOR14'-2"28'-0"83'-2"1'-4"10'-8"4'-0"10'-8"1'-4"6X61X4RF-BRACE5" / 12"5" / 12"5" / 12"5" / 12"5" / 12"5" / 12"5" / 12"5" / 12"5" / 12"5" / 12"5" / 12"5" / 12"5" / 12"5" / 12"5" / 12"5" / 12"EXEXEXEXEXEXNEW CONC STEPSTRUCT BEAM1x42x6 FASCIA8" SONOTUBE, TYP6X6 BRACEEL: 124'-10 5/8"12" 12" 12" 12" 12"12"12"12"5" / 12"5" / 12"5" / 12"5" / 12"2'-0"2'-0"AREA PLAN @ GARAGE100' - 0"L11) T/WALL 1 @ HOUSE109' - 1 1/8"L12) T/ FLR 2 @ HOUSE110' - 1 1/8"GAL15) T/ WALL 2 @ HOUSE118' - 2 1/4"BCJNL9) T/W @ GARAGE106' - 8 1/8"L4) T/FND @ GARAGE97' - 10"E8'-1 1/8"1'-0"9'-1 1/8"8'-10 1/8"8'-0"6'-0"27'-0"14'-2"28'-0"83'-2"28'-0"4" 4" 4" 4" 12"12"12"12"4" 4" 4" 4" 12"12"12"12"5" / 12"5" / 12"5" / 12"5" / 12"5" / 12"5" / 12"5" / 12"5" / 12"5" / 12"5" / 12"5" / 12"5" / 12"5" / 12"5" / 12"5" / 12"5" / 12"EL: 111'-10 31/32"EL: 124'-10 5/8"111#10#3L9) T/W @ GARAGE106' - 8 1/8"L9) T/W @ GARAGE106' - 8 1/8"L4) T/FND @ GARAGE97' - 10"L4) T/FND @ GARAGE97' - 10"L10 T/ FLR @ NEW MSTR BED107' - 8 3/4"L10 T/ FLR @ NEW MSTR BED107' - 8 3/4"L14 T/W @ NEW MSTR BED115' - 9 7/8"L14 T/W @ NEW MSTR BED115' - 9 7/8"#91'-4"6'-11 1/2"4'-0"6'-11 1/2"1'-4"1'-8 1/2"20'-7"1'-8 1/2"5'-2 1/2"5" 5" 5" 5" 12"12"12"12"8'-10 1/8"1'-0 5/8"8'-1 1/8"1X41X4MATCH EX-SIDING3'-0"7'-3 1/2"7'-3 1/2"3'-0"EL: 124'-10 5/8"#3A2'-0"2'-0"2'-0"2'-0"12" / 12"12" / 12"12" / 12"12" / 12"5" 5" 5" 5" 12"12"12"12"1L15) T/ WALL 2 @ HOUSE118' - 2 1/4"L15) T/ WALL 2 @ HOUSE118' - 2 1/4"8L9) T/W @ GARAGE106' - 8 1/8"L9) T/W @ GARAGE106' - 8 1/8"L4) T/FND @ GARAGE97' - 10"L4) T/FND @ GARAGE97' - 10"L10 T/ FLR @ NEW MSTR BED107' - 8 3/4"L10 T/ FLR @ NEW MSTR BED107' - 8 3/4"L14 T/W @ NEW MSTR BED115' - 9 7/8"L14 T/W @ NEW MSTR BED115' - 9 7/8"68'-10 1/8"1'-0 5/8"8'-1 1/8"23'-6"3'-6"27'-0"5'-9 1/2"4" / 12"4" / 12"4" / 12"4" / 12"5" 5" 5" 5" 12"12"12"12"5" 5" 5" 5" 12"12"12"12"5" 5" 5" 5" 12"12"12"12"10A3B8'-9 1/2"24'-0"#10#3L9) T/W @ GARAGE106' - 8 1/8"L9) T/W @ GARAGE106' - 8 1/8"L4) T/FND @ GARAGE97' - 10"L4) T/FND @ GARAGE97' - 10"24'-0"8'-10 1/8"EL: 111'-10 31/32"#3A10A3B#10#3L9) T/W @ GARAGE106' - 8 1/8"L9) T/W @ GARAGE106' - 8 1/8"L4) T/FND @ GARAGE97' - 10"L4) T/FND @ GARAGE97' - 10"L10 T/ FLR @ NEW MSTR BED107' - 8 3/4"L10 T/ FLR @ NEW MSTR BED107' - 8 3/4"L8 T/ FLR @ CONN106' - 1 7/16"L8 T/ FLR @ CONN106' - 1 7/16"L14 T/W @ NEW MSTR BED115' - 9 7/8"L14 T/W @ NEW MSTR BED115' - 9 7/8"L13 T/W @ NEW CONNECTOR113' - 10"L13 T/W @ NEW CONNECTOR113' - 10"#4#5#9#08'-10 1/8"1'-0 5/8"8'-1 1/8"1X6DECK POST CAP1'-8 1/2"9'-7"6'-0"6'-8 1/2"24'-0"12'-0"6'-0"6X66X6 CEDAR GATE POSTGATE#3AW 3' W 3' W 3' W 3' ---- 0" 0" 0" 0"H 6' H 6' H 6' H 6' ---- 8" 8" 8" 8"1'-4"6'-11 1/2"4'-0"6'-11 1/2"1'-4"Issue:Issue:Issue:Issue:Scale:Scale:Scale:Scale:Check by:Check by:Check by:Check by:Sheet Sheet Sheet Sheet Drawn by:Drawn by:Drawn by:Drawn by:Pat Wichman Pat Wichman Pat Wichman Pat Wichman ---- Owner Owner Owner Owner71 Stubble LaneBelgrade, MT 59714Office: 406-570-8024Cell: 406-570-8024pwichman3d@yahoo.comDISCLAMER: This drawing are merely a reference for the building contractor. It is the responsibility of the building contractor to follow all building codes as it pertains to this project.GENERAL CONTRACTORGENERAL CONTRACTORGENERAL CONTRACTORGENERAL CONTRACTORPRINCE CONTRACTING INCMARK PRINCECELL: 406-593-9483msp-56@hotmail.com©COPYRIGHT PROTECTED: THESE DRAWINGS ARE COPYRIGHT PROTECTED, NO COPIES ARE ALLOWED WITHOUT WRITTEN PERMISSION; IF SO, YOU ARE VIOLATING THE OWNER RIGHTS AND ARE SUBJECT TO FINES UP TO $150,000 FORE EACH INFRINGED. CONSTRUCTION SET 3/16" = 1' 3/16" = 1' 3/16" = 1' 3/16" = 1'----0"0"0"0"2.22.22.22.2Eric Neilsen & Paula MilanoEric Neilsen & Paula MilanoEric Neilsen & Paula MilanoEric Neilsen & Paula Milano604 SOUTH BLACK604 SOUTH BLACK604 SOUTH BLACK604 SOUTH BLACKBOZEMAN, MTBOZEMAN, MTBOZEMAN, MTBOZEMAN, MT05050505----31313131----20202020BUILDERBUILDERBUILDERBUILDERELEVATIONS NEW &ELEVATIONS NEW &ELEVATIONS NEW &ELEVATIONS NEW &EXISTINGEXISTINGEXISTINGEXISTING10101010PAT WICHMANPAT WICHMANPAT WICHMANPAT WICHMAN604 SOUTH BLACK604 SOUTH BLACK604 SOUTH BLACK604 SOUTH BLACKADDITIONADDITIONADDITIONADDITION 3/16" = 1'-0"3(3) SOUTH ELEVATION NEW 3/16" = 1'-0"4(3) SOUTH ELEVATION EXISTING 3/16" = 1'-0"1(5) EAST ELEVATION @ GARAGE & MASTER BEDROOM NEW 3/16" = 1'-0"2(5) EAST ELEVATION @ GARAGE & MASTER BEDROOM EXISTING 3/16" = 1'-0"6(6) WEST ELEVATION @ GARAGE & MASTER BEDROOM EXISTING 3/16" = 1'-0"5(6) WEST ELEVATION @ GARAGE & MASTER BEDROOM NEW367 AREA PLAN @ GARAGE100' - 0"L11) T/WALL 1 @ HOUSE109' - 1 1/8"L12) T/ FLR 2 @ HOUSE110' - 1 1/8"GL15) T/ WALL 2 @ HOUSE118' - 2 1/4"JNL9) T/W @ GARAGE106' - 8 1/8"L4) T/FND @ GARAGE97' - 10"L7 T/ STAIR @ HOUSE105' - 0 9/16"L10 T/ FLR @ NEW MSTR BED107' - 8 3/4"L8 T/ FLR @ CONN106' - 1 7/16"L14 T/W @ NEW MSTR BED115' - 9 7/8"L13 T/W @ NEW CONNECTOR113' - 10"8'-1 1/8"1'-0 5/8"SHOWN AS8'-10 1/8"EXISTING ROOF PLANEDEPENDENT ON MATCHING8'-1 1/8"1'-0"9'-1 1/8"W 2' W 2' W 2' W 2' ---- 4" 4" 4" 4"H 3' H 3' H 3' H 3' ---- 6" 6" 6" 6"W 2' W 2' W 2' W 2' ---- 4" 4" 4" 4"H 3' H 3' H 3' H 3' ---- 6" 6" 6" 6"W 2' W 2' W 2' W 2' ---- 4" 4" 4" 4"H 3' H 3' H 3' H 3' ---- 6" 6" 6" 6"W 2' W 2' W 2' W 2' ---- 8" 8" 8" 8"H 6' H 6' H 6' H 6' ---- 8" 8" 8" 8"2X10 TREATED14'-2"28'-0"1'-4"5'-2"5'-6"4'-0"5'-6"5'-2"1'-4"1X4CAP1X45" / 12"5" / 12"5" / 12"5" / 12"#L#M# DIPLAYS NEW GRID FROM EXISTING GRIDSONOTUBE W/ BIGFOOT PER PLANPOST PER PLANPOST PER PLANBEAM @ DECKLOCATION FOR BRACES5" / 12"5" / 12"5" / 12"5" / 12"2'-7"10'-10"2'-7"2X122X6ADJUST ACCORDINGLYSOLOTUBE W/ BIGFOOT BASE PER PLANAREA PLAN @ GARAGE100' - 0"L11) T/WALL 1 @ HOUSE109' - 1 1/8"L12) T/ FLR 2 @ HOUSE110' - 1 1/8"GL15) T/ WALL 2 @ HOUSE118' - 2 1/4"JNL9) T/W @ GARAGE106' - 8 1/8"L4) T/FND @ GARAGE97' - 10"L10 T/ FLR @ NEW MSTR BED107' - 8 3/4"L8 T/ FLR @ CONN106' - 1 7/16"L14 T/W @ NEW MSTR BED115' - 9 7/8"L13 T/W @ NEW CONNECTOR113' - 10"L13 T/W @ NEW CONNECTOR113' - 10"6'-0"8'-1 1/8"1'-0 5/8"SHOWN AS8'-10 1/8"EXISTING ROOF PLANEDEPENDENT ON MATCHING8'-1 1/8"1'-0"9'-1 1/8"W 2' W 2' W 2' W 2' ---- 4" 4" 4" 4"H 3' H 3' H 3' H 3' ---- 6" 6" 6" 6"W 2' W 2' W 2' W 2' ---- 4" 4" 4" 4"H 3' H 3' H 3' H 3' ---- 6" 6" 6" 6"W 2' W 2' W 2' W 2' ---- 4" 4" 4" 4"H 3' H 3' H 3' H 3' ---- 6" 6" 6" 6"14'-2"28'-0"5'-0"18'-0"5'-0"W 2' W 2' W 2' W 2' ---- 8" 8" 8" 8"H 6' H 6' H 6' H 6' ---- 8" 8" 8" 8"DOOR IS RELOCATEDDOOR IS RELOCATED6'-0"6'-2"6 1/2"5'-7 1/2"7'-1 3/16"PARELLEL CHORD TRUSS WIDTH TYP ALL PLCSPARELLEL CHORD TRUSSMONO TRUSSMONO TRUSS5'-0"18'-0" (TRUSS-DIM)5'-0"SPRAY URATHANBLANKET INSULATIONGIRDER TRUSS DIMGIRDER TRUSS DIMMATCH EXITING SKIRTINGBLANKET INSULATIONSPRAY URATHANEBEAM PER PLANADJUST ACCORDINGLYEX-THIKEN SLAB @ PERIMETER OF SLABMONOLITHIC SLABW 9' W 9' W 9' W 9' ---- 0" 0" 0" 0"H 7' H 7' H 7' H 7' ---- 0" 0" 0" 0"55''5" / 12"5" / 12"5" / 12"5" / 12"5" / 12"5" / 12"5" / 12"5" / 12"12" 12" 12" 12" 12"12"12"12"2'-0"2'-0"2'-6"2'-0''MIN1'-6"1'-0"1'-0"STEEL-BM PER PLAN1'-6"ALL FIN-DIM5'-0"1'-6"AREA PLAN @ GARAGE100' - 0"L11) T/WALL 1 @ HOUSE109' - 1 1/8"L12) T/ FLR 2 @ HOUSE110' - 1 1/8"GL15) T/ WALL 2 @ HOUSE118' - 2 1/4"JNL9) T/W @ GARAGE106' - 8 1/8"L4) T/FND @ GARAGE97' - 10"L10 T/ FLR @ NEW MSTR BED107' - 8 3/4"L8 T/ FLR @ CONN106' - 1 7/16"L14 T/W @ NEW MSTR BED115' - 9 7/8"L13 T/W @ NEW CONNECTOR113' - 10"14'-2"28'-0"DECRATOVE ROOF SUPPORTEXTEND RAFTER TAIL TO FACE OF STUD 5'-0 9/16"VERIFY & ADJUST ACCORDINGLYW 2' W 2' W 2' W 2' ---- 4" 4" 4" 4"H 3' H 3' H 3' H 3' ---- 6" 6" 6" 6"W 2' W 2' W 2' W 2' ---- 4" 4" 4" 4"H 3' H 3' H 3' H 3' ---- 6" 6" 6" 6"W 2' W 2' W 2' W 2' ---- 4" 4" 4" 4"H 3' H 3' H 3' H 3' ---- 6" 6" 6" 6"W 2' W 2' W 2' W 2' ---- 8" 8" 8" 8"H 6' H 6' H 6' H 6' ---- 8" 8" 8" 8"EX-SUPPORTS8'-1 1/8"1'-0 5/8"SHOWN AS8'-10 1/8"CONC STEPMATCH EXISTING GEOMETRYEXISTING ROOF PLANEDPENDENT ON MATCHINGGATE POSTDBL GATEFLR-JST PER PLANNEW CONSTRUCTIONSPRAY URATHAN ALONG RIM, TYPEXIST WALLEXIST WALL#HPARELLEL CHORD TRUSS2X4 OUTLOOKERTRUSSGIRDER TRUSSGIRDER TRUSSTRUSS2X4 OUTLOOKER2X6 FASCIADOOR IS RELOCATEDDOOR IS RELOCATEDSTEEL-BM PER PLANINSULATED FLR PER REQ'SSPRAY URATHANBLANKET INSTYP ALL PLCSMATCH EXITING SKIRTINGRAFTER PER PLANADJUST ACCORDINGLYEX-THIKEN SLAB @ PERIMETER OF SLABMONOLITHIC SLABBEAM PER PLAN5'-0"18'-0"5'-0"1'-6"5'-0"18'-0"5'-0"1'-6"5'-0"1'-6"1'-0"AREA PLAN @ GARAGE100' - 0"L11) T/WALL 1 @ HOUSE109' - 1 1/8"L12) T/ FLR 2 @ HOUSE110' - 1 1/8"GL15) T/ WALL 2 @ HOUSE118' - 2 1/4"JNL9) T/W @ GARAGE106' - 8 1/8"L4) T/FND @ GARAGE97' - 10"L10 T/ FLR @ NEW MSTR BED107' - 8 3/4"L14 T/W @ NEW MSTR BED115' - 9 7/8"8'-1 1/8"1'-0 5/8"SHOWN AS8'-10 1/8"14'-2"28'-0"GATE POSTDBL GATEW 2' W 2' W 2' W 2' ---- 8" 8" 8" 8"H 6' H 6' H 6' H 6' ---- 8" 8" 8" 8"EX ROOF BRACE SUPPORTCONC STEPMATCH EXISTING GEOMETRYFTG & SONOTUBE PER PLANSPRAY URATHAN ALONG RIM, TYPEXIST WALLEXIST WALLEXIST RF-BRACE WILL NEED TO BE MOVEDEXIST WALLEXIST WALLEXIST8'-1 1/8"1'-0"9'-1 1/8"4X4 DECRATIVE ROOF BRACE, BRACE TO MATCH SIZE AND SHAPE OF EXIST OF HOUSEOPEN EXPOSED 2X4 SOFFIT, TYP#L#M#HGIRDER TRUSS5'-0"18'-0"GIRDER TRUSS5'-0"2X4 LOOKOUTRF-TRUSS2X4 LOOKOUTRF-TRUSSPARALLEL CHORD TRUSS2X6 FASCIA2X6 FASCIADOOR IS RELOCATEDDOOR IS RELOCATEDSPRAY URATHANEBLANKET INSULATIONSPRAY URATHANBLANKET INSULATIONSTEEL BEAM PER PLANBEAM PER PLANMATCH EXITING SKIRTINGADJUST ACCORDINGLYEX-THIKEN SLAB @ PERIMETER OF SLABMONOLITHIC SLABFTG & SONOTUBE PER PLANW 9' W 9' W 9' W 9' ---- 0" 0" 0" 0"H 7' H 7' H 7' H 7' ---- 0" 0" 0" 0"W 4' W 4' W 4' W 4' ---- 6" 6" 6" 6"H 4' H 4' H 4' H 4' ---- 0" 0" 0" 0"GIRDER TRUSSAREA PLAN @ GARAGE100' - 0"GDJNL9) T/W @ GARAGE106' - 8 1/8"L4) T/FND @ GARAGE97' - 10"L10 T/ FLR @ NEW MSTR BED107' - 8 3/4"L14 T/W @ NEW MSTR BED115' - 9 7/8"L13 T/W @ NEW CONNECTOR113' - 10"20'-6"6'-10"28'-0"SPRAY URATHAN ALONG RIM, TYPEXIST WALLEXIST WALLNEW FTGEXIST FTGEXIST FTGNEW WALL2X MUD SILLEXISTDECTRATIVE ROOF BRACE TO MATCH THE GEOMETRY OF EXISTING ROOF BRACESW 2' W 2' W 2' W 2' ---- 4" 4" 4" 4"H 3' H 3' H 3' H 3' ---- 6" 6" 6" 6"W 2' W 2' W 2' W 2' ---- 4" 4" 4" 4"H 3' H 3' H 3' H 3' ---- 6" 6" 6" 6"W 2' W 2' W 2' W 2' ---- 4" 4" 4" 4"H 3' H 3' H 3' H 3' ---- 6" 6" 6" 6"EXISTEXISTEXISTEXISTVERIFY WIN-DIM WITH EXIST WINDOWSNEW DBL GATE6X6 GATE POST8'-1 1/8"1'-0 5/8"SHOWN AS8'-10 1/8"DOOR IS RELOCATEDDOOR IS RELOCATEDWALL HEIGHTMATCH EXISTING#H5'-0"18'-0" (TRUSS DIM)5'-0"2X4 LOOKOUT BACKSPAN2X4 LOOKOUTDEPTH OF PARALLEL CHORD TRUSS, TYP ALL PLCSRF-TRUSSGIRDER TRUSSRF-TRUSSGRAVEL BASEPOST SET IN CONC, 2-FT DEEPEXTEND RAFTER TAIL TO INSIDE FACE OF STUDLVL BEAM PER PLANSPRAY URATHANBLANKET INSULATIONGLASS BLOCK WINDOWGIRDER TRUSS DIMGIRDER TRUSS DIMBLANKET INSULATIONSPRAY URATHANE5'-0"18'-0"5'-0"MATCH EXITING SKIRTINGADJUST ACCORDINGLYEX-THIKEN SLAB @ PERIMETER OF SLABMONOLITHIC SLABLVLLVL12" 12" 12" 12" 12"12"12"12"1'-6"W 9' W 9' W 9' W 9' ---- 0" 0" 0" 0"H 7' H 7' H 7' H 7' ---- 0" 0" 0" 0"W 4' W 4' W 4' W 4' ---- 6" 6" 6" 6"H 4' H 4' H 4' H 4' ---- 0" 0" 0" 0"LVL BEAM PER PLANW 9' W 9' W 9' W 9' ---- 0" 0" 0" 0"H 7' H 7' H 7' H 7' ---- 0" 0" 0" 0"AREA PLAN @ GARAGE100' - 0"L11) T/WALL 1 @ HOUSE109' - 1 1/8"L12) T/ FLR 2 @ HOUSE110' - 1 1/8"GL15) T/ WALL 2 @ HOUSE118' - 2 1/4"DJNL9) T/W @ GARAGE106' - 8 1/8"L4) T/FND @ GARAGE97' - 10"L10 T/ FLR @ NEW MSTR BED107' - 8 3/4"L14 T/W @ NEW MSTR BED115' - 9 7/8"E8'-1 1/8"1'-0 5/8"SHOWN AS8'-10 1/8"8'-1 1/8"1'-0"9'-1 1/8"14'-2"28'-0"RIM JST#HW 2' W 2' W 2' W 2' ---- 8" 8" 8" 8"H 6' H 6' H 6' H 6' ---- 8" 8" 8" 8"EXEXEXW 2' W 2' W 2' W 2' ---- 4" 4" 4" 4"H 3' H 3' H 3' H 3' ---- 6" 6" 6" 6"W 2' W 2' W 2' W 2' ---- 4" 4" 4" 4"H 3' H 3' H 3' H 3' ---- 6" 6" 6" 6"W 2' W 2' W 2' W 2' ---- 4" 4" 4" 4"H 3' H 3' H 3' H 3' ---- 6" 6" 6" 6"20'-6"6'-10"28'-0"MONO TRUSSMONO TRUSS2X6 FASCIASTEEL-BM PER PLANMATCH EXISTING SKIRTINGTHICKEN CONC @ PERIMETER OF SLABMONOLITHIC SLAB5'-0"18'-0"5'-0"BEAM PER PLANADJUST ACCORDINGLYBEAM PER PLANLVL PER PLANLVL PER PLAN12" 12" 12" 12" 12"12"12"12"1'-0"1'-0"1'-6"5'-0"1'-6"King 78" x 80"5" / 12"5" / 12"5" / 12"5" / 12"5" / 12"5" / 12"5" / 12"5" / 12"2'-0"2'-0"Issue:Issue:Issue:Issue:Scale:Scale:Scale:Scale:Check by:Check by:Check by:Check by:Sheet Sheet Sheet Sheet Drawn by:Drawn by:Drawn by:Drawn by:Pat Wichman Pat Wichman Pat Wichman Pat Wichman ---- Owner Owner Owner Owner71 Stubble LaneBelgrade, MT 59714Office: 406-570-8024Cell: 406-570-8024pwichman3d@yahoo.comDISCLAMER: This drawing are merely a reference for the building contractor. It is the responsibility of the building contractor to follow all building codes as it pertains to this project.GENERAL CONTRACTORGENERAL CONTRACTORGENERAL CONTRACTORGENERAL CONTRACTORPRINCE CONTRACTING INCMARK PRINCECELL: 406-593-9483msp-56@hotmail.com©COPYRIGHT PROTECTED: THESE DRAWINGS ARE COPYRIGHT PROTECTED, NO COPIES ARE ALLOWED WITHOUT WRITTEN PERMISSION; IF SO, YOU ARE VIOLATING THE OWNER RIGHTS AND ARE SUBJECT TO FINES UP TO $150,000 FORE EACH INFRINGED. CONSTRUCTION SET 3/16" = 1' 3/16" = 1' 3/16" = 1' 3/16" = 1'----0"0"0"0"3.13.13.13.1Eric Neilsen & Paula MilanoEric Neilsen & Paula MilanoEric Neilsen & Paula MilanoEric Neilsen & Paula Milano604 SOUTH BLACK604 SOUTH BLACK604 SOUTH BLACK604 SOUTH BLACKBOZEMAN, MTBOZEMAN, MTBOZEMAN, MTBOZEMAN, MT05050505----31313131----20202020CheckerCheckerCheckerCheckerBUILDING SECTIONSBUILDING SECTIONSBUILDING SECTIONSBUILDING SECTIONS11111111AuthorAuthorAuthorAuthor604 SOUTH BLACK604 SOUTH BLACK604 SOUTH BLACK604 SOUTH BLACKADDITIONADDITIONADDITIONADDITION 3/16" = 1'-0"1Section 1 NEW 3/16" = 1'-0"2Section 2 NEW 3/16" = 1'-0"3Section 3 NEW 3/16" = 1'-0"4Section 4 NEW 3/16" = 1'-0"5Section 5 NEW 3/16" = 1'-0"6Section 6 NEW368 AREA PLAN @ GARAGE100' - 0"AREA PLAN @ GARAGE100' - 0"L11) T/WALL 1 @ HOUSE109' - 1 1/8"L11) T/WALL 1 @ HOUSE109' - 1 1/8"L12) T/ FLR 2 @ HOUSE110' - 1 1/8"L12) T/ FLR 2 @ HOUSE110' - 1 1/8"111L15) T/ WALL 2 @ HOUSE118' - 2 1/4"L15) T/ WALL 2 @ HOUSE118' - 2 1/4"8L7 T/ STAIR @ HOUSE105' - 0 9/16"L7 T/ STAIR @ HOUSE105' - 0 9/16"L8 T/ FLR @ CONN106' - 1 7/16"L8 T/ FLR @ CONN106' - 1 7/16"#065'-0 9/16"1'-0 7/8"9'-1 1/8"1'-0"8'-1 1/8"5" 5" 5" 5" 12"12"12"12"5" 5" 5" 5" 12"12"12"12"5" 5" 5" 5" 12"12"12"12"EXEX6'-0"3'-6"23'-6"8'-2 1/2"EXNEW ROOF BEYOND TO PLANE WITH EXISTING ROOFEXISTING ROOF LINE3'-0"6'-8"#3A3B33'-0"#10#3L9) T/W @ GARAGE106' - 8 1/8"L9) T/W @ GARAGE106' - 8 1/8"L4) T/FND @ GARAGE97' - 10"L4) T/FND @ GARAGE97' - 10"L10 T/ FLR @ NEW MSTR BED107' - 8 3/4"L10 T/ FLR @ NEW MSTR BED107' - 8 3/4"L8 T/ FLR @ CONN106' - 1 7/16"L8 T/ FLR @ CONN106' - 1 7/16"L14 T/W @ NEW MSTR BED115' - 9 7/8"L14 T/W @ NEW MSTR BED115' - 9 7/8"L13 T/W @ NEW CONNECTOR113' - 10"L13 T/W @ NEW CONNECTOR113' - 10"#4#5#9#09'-7"6'-0"5'-0"1'-8 1/2"20'-7"1'-8 1/2"24'-0"12'-0"1'-4"6'-11 1/2"4'-0"6'-11 1/2"1'-4"EXIST8'-1 1/8"1'-0 5/8"ADJUST ACCORDINGLY8'-10 1/8"1X4FLR-JST PER PLANOVER OPENINGSSPRAY URATHANBLANKET INSULATIONLVL HDR ABV PLATEMATCHING ROOF PLANEDEPENDENT ON EXISTINGGLU-LAM PER PLANMOVE DOOR TO BE CENTER UNDER CONNECTOR#3A12" / 12"12" / 12"12" / 12"12" / 12"5" 5" 5" 5" 12"12"12"12"#10#3L9) T/W @ GARAGE106' - 8 1/8"L9) T/W @ GARAGE106' - 8 1/8"L4) T/FND @ GARAGE97' - 10"L4) T/FND @ GARAGE97' - 10"L10 T/ FLR @ NEW MSTR BED107' - 8 3/4"L10 T/ FLR @ NEW MSTR BED107' - 8 3/4"L14 T/W @ NEW MSTR BED115' - 9 7/8"L14 T/W @ NEW MSTR BED115' - 9 7/8"#08" SONOTUBE W/ 24" BIGFOOT BASE6X6 P.T POST24'-0"12'-0"36'-0"OPEN EXPOSED 2X4 SOFFIT TO MATCH EXISTING STRUCTURE2X6 FINISHED FASCIA4X4 NON-STRUCT RF-BRACE TO MATCH EXISTING BRACES, TYP8'-10 1/8"1'-0 5/8"8'-1 1/8"6X6 DECK POST1X64.13GAS FIREPLACE FLU2X4 LOOKOUT, TYP AT ALL GABLE-END WALLSEXTEND WALL TO BOTTOM OF 2X4 LOOKOUTS, TYP FOR ALL GABLE-END WALLSROUTE FLU TO MISS TRUSS ABV2-SIDED GAS FIREPLACE4"MIN SPACEVENEER SLATEPARALLEL CHORD TRUSSNEW ROCK SKIRTING - TO MATCH EXISTINGTYP2'-0"RIM JSTHANGER PER PLAN, EA-SIDE, TYP FLR-JST PER PLANHDR PER PLANSTEEL BEAM PER PLANSPRAY URATHAN5" 5" 5" 5" 12"12"12"12"5" 5" 5" 5" 12"12"12"12"W 2' W 2' W 2' W 2' ---- 4" 4" 4" 4"H 3' H 3' H 3' H 3' ---- 6" 6" 6" 6"55''55''4'-1"2'-6"3"2'-0"2'-0"2'-6"AREA PLAN @ GARAGE100' - 0"AREA PLAN @ GARAGE100' - 0"11#10#3L10 T/ FLR @ NEW MSTR BED107' - 8 3/4"L10 T/ FLR @ NEW MSTR BED107' - 8 3/4"L8 T/ FLR @ CONN106' - 1 7/16"L8 T/ FLR @ CONN106' - 1 7/16"L14 T/W @ NEW MSTR BED115' - 9 7/8"L14 T/W @ NEW MSTR BED115' - 9 7/8"L13 T/W @ NEW CONNECTOR113' - 10"L13 T/W @ NEW CONNECTOR113' - 10"#4#5#9#7#09'-7"6'-0"5'-0"1'-8 1/2"20'-7"1'-8 1/2"5'-0"24'-0"12'-0"1'-4"6'-11 1/2"4'-0"6'-11 1/2"1'-4"WALL HEIGHTMATCHING EXISTINGNEW CONC STEPMATCH EXISTING GEOMETRYCONC FLR1'-0"9'-0"SPRAY URATHANBLANKET INSULATIONMATCHING ROOF PLANEDEPENDENT ON EXISTINGFLR-BM PER PLANFLR-JST PER PLAN(2)2X6 HDR#3A10A3B2'-0"2'-0"5" 5" 5" 5" 12"12"12"12"12" / 12"12" / 12"12" / 12"12" / 12"#10#3L9) T/W @ GARAGE106' - 8 1/8"L9) T/W @ GARAGE106' - 8 1/8"L4) T/FND @ GARAGE97' - 10"L4) T/FND @ GARAGE97' - 10"L10 T/ FLR @ NEW MSTR BED107' - 8 3/4"L10 T/ FLR @ NEW MSTR BED107' - 8 3/4"L14 T/W @ NEW MSTR BED115' - 9 7/8"L14 T/W @ NEW MSTR BED115' - 9 7/8"#9#024'-0"12'-0"36'-0"1X6, TYP8'-10 1/8"1'-0 5/8"8'-1 1/8"EXIST WALLEXIST WALLPARALLEL CHORD TRUSS DEPTH, TYP IN ALL PLCS2X6 FASIA TO MATCH EX-FASCIAFLR-JST PER PLANSTEEL BEAM PER PLANEXTEND WALL TO BOTTOM OF 2X4 LOOKOUTS2X4 LOOKOUTMONO TRUSSMONO TRUSS2X6 LD-BRG2X6 LD-BRG1.33#3A2'-0"2'-0"5" 5" 5" 5" 12"12"12"12"12" / 12"12" / 12"12" / 12"12" / 12"2'-0"2'-0"2'-6"4'-1"3B1'-8 1/2"20'-7"1'-8 1/2"HDR PER PLAN#10#3L9) T/W @ GARAGE106' - 8 1/8"L9) T/W @ GARAGE106' - 8 1/8"L4) T/FND @ GARAGE97' - 10"L4) T/FND @ GARAGE97' - 10"L10 T/ FLR @ NEW MSTR BED107' - 8 3/4"L10 T/ FLR @ NEW MSTR BED107' - 8 3/4"L14 T/W @ NEW MSTR BED115' - 9 7/8"L14 T/W @ NEW MSTR BED115' - 9 7/8"#9EXIST WALLEXIST WALL8'-10 1/8"1'-0 5/8"8'-1 1/8"FLR-JST PER PLANNEW ROCK SKIRTING - TO MATCH EXISTINGPARALLEL CHORD TRUST, TYP IN ALL PLCS5" 5" 5" 5" 12"12"12"12"2X4 SUB-FASCIA2X6 FASCIALOAD BRGPROVIDE CONT-RIDGE VENTINGPROVIDE ROOF VENTILATION AT EAVESEXTEND WALL TO BOTTOM OF 2X4 LOOKOUTS2X4 LOOKOUT4X4 NON-STRUCTURAL ROOF BRACE - TO MATCH EXISTINGSPRAY URATHANBLANKET INSULATIONGLASS BLOCKMONO TRUSSMONO TRUSSSTEEL BEAM PER PLANSPRAY URATHANE#3A2'-0"1'-8 1/2"TRUSS DIM20'-7"1'-8 1/2"2'-0"W 2' W 2' W 2' W 2' ---- 4" 4" 4" 4"H 3' H 3' H 3' H 3' ---- 6" 6" 6" 6"W 2' W 2' W 2' W 2' ---- 4" 4" 4" 4"H 3' H 3' H 3' H 3' ---- 6" 6" 6" 6"SPRAY URATHANEBLANKET INSIssue:Issue:Issue:Issue:Scale:Scale:Scale:Scale:Check by:Check by:Check by:Check by:Sheet Sheet Sheet Sheet Drawn by:Drawn by:Drawn by:Drawn by:Pat Wichman Pat Wichman Pat Wichman Pat Wichman ---- Owner Owner Owner Owner71 Stubble LaneBelgrade, MT 59714Office: 406-570-8024Cell: 406-570-8024pwichman3d@yahoo.comDISCLAMER: This drawing are merely a reference for the building contractor. It is the responsibility of the building contractor to follow all building codes as it pertains to this project.GENERAL CONTRACTORGENERAL CONTRACTORGENERAL CONTRACTORGENERAL CONTRACTORPRINCE CONTRACTING INCMARK PRINCECELL: 406-593-9483msp-56@hotmail.com©COPYRIGHT PROTECTED: THESE DRAWINGS ARE COPYRIGHT PROTECTED, NO COPIES ARE ALLOWED WITHOUT WRITTEN PERMISSION; IF SO, YOU ARE VIOLATING THE OWNER RIGHTS AND ARE SUBJECT TO FINES UP TO $150,000 FORE EACH INFRINGED. CONSTRUCTION SET 3/16" = 1' 3/16" = 1' 3/16" = 1' 3/16" = 1'----0"0"0"0"3.23.23.23.2Eric Neilsen & Paula MilanoEric Neilsen & Paula MilanoEric Neilsen & Paula MilanoEric Neilsen & Paula Milano604 SOUTH BLACK604 SOUTH BLACK604 SOUTH BLACK604 SOUTH BLACKBOZEMAN, MTBOZEMAN, MTBOZEMAN, MTBOZEMAN, MT05050505----31313131----20202020CheckerCheckerCheckerCheckerBUILDING SECTIONSBUILDING SECTIONSBUILDING SECTIONSBUILDING SECTIONS12121212AuthorAuthorAuthorAuthor604 SOUTH BLACK604 SOUTH BLACK604 SOUTH BLACK604 SOUTH BLACKADDITIONADDITIONADDITIONADDITION 3/16" = 1'-0"1Section 7 NEW 3/16" = 1'-0"3Section 9 NEW 3/16" = 1'-0"5Section 11 NEW 3/16" = 1'-0"2Section 8 NEW 3/16" = 1'-0"4Section 10 NEW 3/16" = 1'-0"6Section 12 NEW369 DN16151413121110987654321#3#0#055553.23.23.23.2FIELD VERIFY STAIR RUN9'-11 1/2"4 1/4"5'-1 3/16"5'-1 3/16"5'-1 3/16"4 1/4"5'-7 1/4"5'-7 1/4"#L#K#MGAP4"5 1/2"GAP4"1X66X65 1/2"2XSTIAR RUN7'-10 1/2"STAIR TREAD & LANDING WIDTH4'-0"STAIR RAILING6X6 STRUCT STAIR POST, TYP2X12 FINISHED DECK RIM2X6 FINISHED RIM2X COMPOSIT DECTING22224.14.14.14.15 1/2"2'-0"6X12 P.T. BEAMDECK RAILING2X10 P.T. FLR-JST @ 16" O/C2X10 P.T. LEDGER W/ (2)ROWS 1/4"x1/4" RSS @16" O/C8" SONOTUB W/24" BIGFOOT BASE, BELOW 6X6 P.T. POST, TYP (2)PLCS8" SONOTUBE W/16" BIGFOOT BASE, TYP (8)PLCS#3A9'-11 1/2"4'-3"16'-0"L9) T/W @ GARAGE106' - 8 1/8"L10 T/ FLR @ NEW MSTR BED107' - 8 3/4"#03'-2"4" MIN3'-6" MIN3'-9"GAP4"1X65 1/2"2X62X41X62X62X62X122X10 RIM JSTCANTILEVER2'-0"5 1/2"6X12 P.T. BEAMMETAL DECK CAP1X DECRATIVE MOLDING6X6 POST EXTENDED TO BOTTOM OF JOST TO BE ACHORED TO FLR-JOST W/ APPROVED METHODS1X6 BALUSTER2"6X6 P.T. POST2X6 FINISHED BAND 2X12 FINISHED RIM OVER 2X10 RIM JOIST(2)2X6 BOTTOM RAILING1X6 BALUSTER(2)2X4 TOP RAILING2X6 CAP RAILINGDECRATIVE METAL POST CAP1X DECRATIVE MLDG WRAP6X6 DECK POSTEXTEND POST TO BOTTOM OF FLR-JST TO BE ANCHOR TO FLR-JST - W/ APPROVED METHODS6X6 P.T. BRACE6X6 P.T WOOD POST ATTACHED TO BEAM ABOVE W/ APPROVED METHODS. POST WILL EXTEND TO 8X8 SONOTUBE BELOW. USE APPROVED METHODS TO ATTACH POST TO SONOTUBE. 6X12 P.T. BEAM4'-0"4'-1"4'-0"4'-0"7 3/8"UNIT RISE FIELD VERIFY1'-0"TREADL10 T/ FLR @ NEW MSTR BED107' - 8 3/4"#L#K4'-3"7 3/8"11"UNIT RISE FIELD VERIFYUNIT RISE FIELD VERIFY1'-0"TREAD WIDTHTREAD LENGTH4'-0"3'-9" POST7 3/8"UNIT RISE FIELD VERIFY3'-6" MIN4"MINMETAL DECK POST CAP2X6 RAILING CAP2X4 TOP RAILING2X6 BOTTOM RAILING1X6 BALUSTER6X6 DECK POSTEXTEND POST TO BOTTOM OF JOIST 2X10 RIM-JST2X12 FINISHED RIM2X6 FINISHED RIMIssue:Issue:Issue:Issue:Scale:Scale:Scale:Scale:Check by:Check by:Check by:Check by:Sheet Sheet Sheet Sheet Drawn by:Drawn by:Drawn by:Drawn by:Pat Wichman Pat Wichman Pat Wichman Pat Wichman ---- Owner Owner Owner Owner71 Stubble LaneBelgrade, MT 59714Office: 406-570-8024Cell: 406-570-8024pwichman3d@yahoo.comDISCLAMER: This drawing are merely a reference for the building contractor. It is the responsibility of the building contractor to follow all building codes as it pertains to this project.GENERAL CONTRACTORGENERAL CONTRACTORGENERAL CONTRACTORGENERAL CONTRACTORPRINCE CONTRACTING INCMARK PRINCECELL: 406-593-9483msp-56@hotmail.com©COPYRIGHT PROTECTED: THESE DRAWINGS ARE COPYRIGHT PROTECTED, NO COPIES ARE ALLOWED WITHOUT WRITTEN PERMISSION; IF SO, YOU ARE VIOLATING THE OWNER RIGHTS AND ARE SUBJECT TO FINES UP TO $150,000 FORE EACH INFRINGED. CONSTRUCTION SETAs indicatedAs indicatedAs indicatedAs indicated4.14.14.14.1Eric Neilsen & Paula MilanoEric Neilsen & Paula MilanoEric Neilsen & Paula MilanoEric Neilsen & Paula Milano604 SOUTH BLACK604 SOUTH BLACK604 SOUTH BLACK604 SOUTH BLACKBOZEMAN, MTBOZEMAN, MTBOZEMAN, MTBOZEMAN, MT05050505----31313131----20202020CheckerCheckerCheckerCheckerMSTR BDRM DECKMSTR BDRM DECKMSTR BDRM DECKMSTR BDRM DECK13131313AuthorAuthorAuthorAuthor604 SOUTH BLACK604 SOUTH BLACK604 SOUTH BLACK604 SOUTH BLACKADDITIONADDITIONADDITIONADDITION6T/ STAIR LNDG (S)8DECK S-W9DECK N-W 1/2" = 1'-0"7L10 T/ FLR @ DECK4T/ STAIR LNDG (E) 3/4" = 1'-0"3Section 11 NEW - Callout 15DECK BEAM & BRACE1DECK STAIRS 1/2" = 1'-0"2Section 2 THRU DECK STAIRSIssue:Issue:Issue:Issue:Scale:Scale:Scale:Scale:Check by:Check by:Check by:Check by:Sheet Sheet Sheet Sheet Drawn by:Drawn by:Drawn by:Drawn by:Pat Wichman Pat Wichman Pat Wichman Pat Wichman ---- Owner Owner Owner Owner71 Stubble LaneBelgrade, MT 59714Office: 406-570-8024Cell: 406-570-8024pwichman3d@yahoo.comDISCLAMER: This drawing are merely a reference for the building contractor. It is the responsibility of the building contractor to follow all building codes as it pertains to this project.GENERAL CONTRACTORGENERAL CONTRACTORGENERAL CONTRACTORGENERAL CONTRACTORPRINCE CONTRACTING INCMARK PRINCECELL: 406-593-9483msp-56@hotmail.com©COPYRIGHT PROTECTED: THESE DRAWINGS ARE COPYRIGHT PROTECTED, NO COPIES ARE ALLOWED WITHOUT WRITTEN PERMISSION; IF SO, YOU ARE VIOLATING THE OWNER RIGHTS AND ARE SUBJECT TO FINES UP TO $150,000 FORE EACH INFRINGED. CONSTRUCTION SETAs indicatedAs indicatedAs indicatedAs indicated4.14.14.14.1Eric Neilsen & Paula MilanoEric Neilsen & Paula MilanoEric Neilsen & Paula MilanoEric Neilsen & Paula Milano604 SOUTH BLACK604 SOUTH BLACK604 SOUTH BLACK604 SOUTH BLACKBOZEMAN, MTBOZEMAN, MTBOZEMAN, MTBOZEMAN, MT05050505----31313131----20202020CheckerCheckerCheckerCheckerMSTR BDRM DECKMSTR BDRM DECKMSTR BDRM DECKMSTR BDRM DECK13131313AuthorAuthorAuthorAuthor604 SOUTH BLACK604 SOUTH BLACK604 SOUTH BLACK604 SOUTH BLACKADDITIONADDITIONADDITIONADDITION370 L10 T/ FLR @ NEW MSTR BED107' - 8 3/4"TV BOXPOWERVENEER STONE PER CLIENTMANTELDBL SIDED GAS FIREPLACEHEARTHADJ SHELFS, TYPSHELFS ARE SUPPORT BY ADJUSTABLE BRACKETS, TYPLIGHT FIXTURE3"1'-3"1'-3"5'-9"FIN-DIM14'-5 5/8"12" 12" 12" 12" 12"12"12"12"--2'-5"11 1/4"11 1/4"Issue:Issue:Issue:Issue:Scale:Scale:Scale:Scale:Check by:Check by:Check by:Check by:Sheet Sheet Sheet Sheet Drawn by:Drawn by:Drawn by:Drawn by:Pat Wichman Pat Wichman Pat Wichman Pat Wichman ---- Owner Owner Owner Owner71 Stubble LaneBelgrade, MT 59714Office: 406-570-8024Cell: 406-570-8024pwichman3d@yahoo.comDISCLAMER: This drawing are merely a reference for the building contractor. It is the responsibility of the building contractor to follow all building codes as it pertains to this project.GENERAL CONTRACTORGENERAL CONTRACTORGENERAL CONTRACTORGENERAL CONTRACTORPRINCE CONTRACTING INCMARK PRINCECELL: 406-593-9483msp-56@hotmail.com©COPYRIGHT PROTECTED: THESE DRAWINGS ARE COPYRIGHT PROTECTED, NO COPIES ARE ALLOWED WITHOUT WRITTEN PERMISSION; IF SO, YOU ARE VIOLATING THE OWNER RIGHTS AND ARE SUBJECT TO FINES UP TO $150,000 FORE EACH INFRINGED. CONSTRUCTION SET 1/2" = 1' 1/2" = 1' 1/2" = 1' 1/2" = 1'----0"0"0"0"4.34.34.34.3Eric Neilsen & Paula MilanoEric Neilsen & Paula MilanoEric Neilsen & Paula MilanoEric Neilsen & Paula Milano604 SOUTH BLACK604 SOUTH BLACK604 SOUTH BLACK604 SOUTH BLACKBOZEMAN, MTBOZEMAN, MTBOZEMAN, MTBOZEMAN, MT05050505----31313131----20202020CheckerCheckerCheckerCheckerPERSPECTIVE VIEWS @PERSPECTIVE VIEWS @PERSPECTIVE VIEWS @PERSPECTIVE VIEWS @MASTER SUITEMASTER SUITEMASTER SUITEMASTER SUITE14141414AuthorAuthorAuthorAuthor604 SOUTH BLACK604 SOUTH BLACK604 SOUTH BLACK604 SOUTH BLACKADDITIONADDITIONADDITIONADDITION 1/2" = 1'-0"B2INT ELEV OF FIREPLACE @ BEDROOM SIDE - TYPICAL EACH SIDE 1/2" = 1'-0"B1L10 ENLARGED FLOOR PLAN @ FIREPLACEB3PERSPECTIVE VIEW FROM COFFEE NOOK TO FIREPLACE - TYP EACH SIDE OF ROOMA1PERSPECTIVE VIEW FROM CONNETOR TO LIVING AREAA2PERSPECTIVE VIEW FROM FIREPLAC TO CONNECTOR & EXERISE AREAA3PERSPECTIVE VIEW FROM LIVING TO CONNECTOR & EXERCISE AREAC2PERSPECTIVE VIEW FRONT WALLC1PERSPECTIVE VIEW REAR WALLD2PERSPECTIVE VIEW FIREPLACE LIVING ROOM SIDED1PERSPECTIVE VIEW FIREPLACE BEDROOM SIDE371 3333GFIGFIGFIGFI33322LLLEXISTINGNEWNEWWALL MOUNTED LIGHTING FIXTURE200 AMP POWER PANELNEWELEC METERMRLLLLFLEXT WALL MOUNTED LIGHTING FIXTUREMOISTURE RESISTANCE LIGHTINGFAN/LIGHTLIGHTING FIXURE ABV TOP SHELF, TYP (4) PLCSHLHLHLHLHANGING LIGHTDBL SWITCHABV MANTELSSSMOKE DETECTORSSMOKE DETECTORCo5' ABV -FLRGROUND FAULT, TYPWALL MOUNTED LIGHTING FIXTURE3-WAYDUPLEXRESIDENTAIL ELECTRICAL CODE REQUIREMENTS:RESIDENTAIL ELECTRICAL CODE REQUIREMENTS:RESIDENTAIL ELECTRICAL CODE REQUIREMENTS:RESIDENTAIL ELECTRICAL CODE REQUIREMENTS:COMPIANT:COMPIANT:COMPIANT:COMPIANT: KEEP IN MIND THAT THE LOCAL CODE AUTHORITY MAY IMPOSE ADDITIONAL OR MODIFIED REQUIREMENTS THAT MUST BE FOLLOWED, THEREFORE VERIFY LOCAL CODE RULES PRIOR TO CONSTRUCTION.BATHROOMS:BATHROOMS:BATHROOMS:BATHROOMS:BECAUSE OF THE PRESENCE OF WATER, BATHROOMS HAVE VERY CAREFULLY DEFINED REQUIREMENTS. WITH THEIR LIGHTS, VENT FANS, AND OUTLETS THAT MAY POWER HAIR DRYERS AND OTHER APPLIANCES, BATHROOMS USE A LOT OF POWER AND MAY NEED MORE THAN ONE CIRCUIT.1. THE OUTLET RECEPTACLES MUST BE SERVED BY A 20-AMP CIRCUIT. THE SAME CIRCUIT CAN SUPPLY THE ENTIRE BATHROOM (OUTLETS PLUS LIGHTING), PROVIDED THERE ARE NO HEATERS (INCLUDING VENT FANS WITH BUILT-IN HEATERS) AND PROVIDED THE CIRCUIT SERVES ONLY A SINGLE BATHROOM AND NO OTHER AREAS. ALTERNATIVELY, THERE SHOULD BE A 20-AMP CIRCUIT FOR THE RECEPTACLES ONLY, PLUS A 15- OR 20-AMP CIRCUIT FOR THE LIGHTING. 2. VENT FANS WITH BUILT-IN HEATERS MUST BE ON THEIR OWN DEDICATED 20-AMP CIRCUITS.3. ALL RECEPTACLES IN BATHROOMS MUST HAVE GROUND-FAULT CIRCUIT-INTERRUPTER (GFCI) PROTECTION. 4. A BATHROOM REQUIRES AT LEAST ONE 120-VOLT RECEPTACLE WITHIN 3 FEET OF THE OUTSIDE EDGE OF EACH SINK BASIN. DUEL SINKS CAN BE SERVED BY A SINGLE RECEPTACLE POSITIONED BETWEEN THEM.5. LIGHT FIXTURES IN THE SHOWER OR BATH AREA MUST BE RATED FOR DAMP LOCATIONS UNLESS THEY ARE SUBJECT TO SHOWER SPRAY, IN WHICH CASE THEY MUST BE RATED FOR WET LOCATIONS.KITCHEN:KITCHEN:KITCHEN:KITCHEN:THE KITCHEN USES THE MOST ELECTRICITY OF ANY ROOM IN THE HOUSE. FIFTY YEARS AGO, A KITCHEN MIGHT HAVE BEEN SERVED BY A SINGLE ELECTRICAL CIRCUIT, BUT TODAY, A NEWLY INSTALLED KITCHEN WITH STANDARD APPLIANCES REQUIRES AT LEAST SEVEN CIRCUITS AND OFTEN MORE.1. KITCHENS MUST HAVE AT LEAST TWO 20-AMP 120-VOLT "SMALL APPLIANCE" CIRCUITS SERVING THE RECEPTACLES IN THE COUNTERTOP AREAS. THESE ARE FOR PORTABLE PLUG-IN APPLIANCES.2. AN ELECTRIC RANGE/OVEN REQUIRES ITS OWN DEDICATED 120/240-VOLT CIRCUIT.3. THE DISHWASHER AND GARBAGE DISPOSAL BOTH REQUIRE THEIR OWN DEDICATED 120-VOLT CIRCUITS. THESE CAN BE 15-AMP OR 20-AMP CIRCUITS, DEPENDING ON THE ELECTRICAL LOAD OF THE APPLIANCE (CHECK THE MANUFACTURER'S RECOMMENDATIONS; USUALLY 15-AMPS IS SUFFICIENT). THE DISHWASHER CIRCUIT REQUIRES GFCI PROTECTION, BUT THE GARBAGE DISPOSAL CIRCUIT DOES NOT—UNLESS THE MANUFACTURER STIPULATES IT. 4. THE REFRIGERATOR AND MICROWAVE EACH REQUIRE THEIR OWN DEDICATED 120-VOLT CIRCUITS. THE AMPERAGE RATING SHOULD BE APPROPRIATE TO THE ELECTRICAL LOAD OF THE APPLIANCE; THESE SHOULD BE 20-AMP CIRCUITS. 5. ALL COUNTERTOP RECEPTACLES AND ANY RECEPTACLE WITHIN 6 FEET OF A SINK MUST BE GFCI-PROTECTED. THE COUNTERTOP RECEPTACLES SHOULD BE SPACED NO MORE THAN 4 FEET APART. 6. KITCHEN LIGHTING MUST BE SUPPLIED BY A SEPARATE 15-AMP (MINIMUM) CIRCUIT.LIVING ROOM, DINING ROOM, AND BEDROOMS:LIVING ROOM, DINING ROOM, AND BEDROOMS:LIVING ROOM, DINING ROOM, AND BEDROOMS:LIVING ROOM, DINING ROOM, AND BEDROOMS:STANDARD LIVING AREAS ARE RELATIVELY MODEST POWER USERS, BUT THEY HAVE CLEARLY DEFINED ELECTRICAL REQUIREMENTS. THESE AREAS ARE GENERALLY SERVED BY STANDARD 120-VOLT 15-AMP OR 20-AMP CIRCUITS THAT MAY SERVE MORE THAN ONE ROOM. 1. THESE ROOMS REQUIRE THAT A WALL SWITCH IS PLACED BESIDE THE ENTRY DOOR OF THE ROOM SO THAT YOU CAN LIGHT THE ROOM UPON ENTERING IT. THIS SWITCH CAN CONTROL EITHER A CEILING LIGHT, A WALL LIGHT, OR A RECEPTACLE FOR PLUGGING IN A LAMP. THE CEILING FIXTURE MUST BE CONTROLLED BY A WALL SWITCH RATHER THAN A PULL CHAIN.2. WALL RECEPTACLES MAY BE PLACED NO FARTHER THAN 12 FEET APART ON ANY WALL SURFACE. ANY WALL SECTION WIDER THAN 2 FEET MUST HAVE ARECEPTACLE.3. DINING ROOMS USUALLY REQUIRE A SEPARATE 20-AMP CIRCUIT FOR ONE OUTLET USED FOR A MICROWAVE, ENTERTAINMENT CENTER, OR WINDOW AIR CONDITIONER.STAIRWAYS:STAIRWAYS:STAIRWAYS:STAIRWAYS:SPECIAL CARE IS NEEDED IN STAIRWAYS TO ENSURE ALL OF THE STEPS ARE LIGHTED PROPERLY TO MINIMIZE THE HAZARD FO FALLING.1. THREE-WAY SWITCHES ARE REQUIRED AT THE TOP AND BOTTOM OF EACH FLIGHT OF STAIRS SO THAT LIGHTS CAN BE TURNED ON AND OFF FROM BOTH ENDS. 2. IF THE STAIRS TURN AT A LANDING, YOU MAY NEED TO ADD ADDITIONAL LIGHTING FIXTURES TO MAKE SURE ALL AREAS ARE ILLUMINATED. HALLWAYS:HALLWAYS:HALLWAYS:HALLWAYS:THESE AREAS CAN BE LONG AND NEED ADEQUATE CEILING LIGHTING. BE SURE TO PLACE ENOUGH LIGHTING SO SHADOWS ARE NOT CAST WHEN WALKING. REMEMBER, HALLWAYS OFTEN SERVE AS ESCAPE ROUTES IN THE EVENT OF EMERGENCIES.1. A HALLWAY OVER 10 FEET LONG IS REQUIRED TO HAVE AN OUTLET FOR GENERAL PURPOSE USE.2. THREE-WAY SWITCHES ARE REQUIRED AT EACH END OF THE HALLWAY, ALLOWING THE CEILING LIGHT TO BE TURNED ON AND OFF FROM BOTH ENDS. 3. IF THERE ARE MORE DOORS SERVED BY A HALLWAY, SUCH AS FOR A BEDROOM OR TWO, YOU MAY WANT TO ADD A FOUR-WAY SWITCH NEAR THE DOOR OUTSIDE OF EACH ROOM.CLOSETS:CLOSETS:CLOSETS:CLOSETS:CLOSETS COME WITH MANY RULES REGARDING FIXTURE TYPE AND PLACEMENT.1. FIXTURES WITH INCANDESCENT LIGHT BULBS (WHICH GET VERY HOT) MUST BE ENCLOSED WITH A GLOBE OR OTHER COVER AND CANNOT BE INSTALLEDWITHIN 12 INCHES OF ANY CLOTHES STORAGE AREAS (OR 6 INCHES FOR RECESSED FIXTURES).2. FIXTURES WITH LED BULBS MUST BE AT LEAST 12 INCHES FROM STORAGE AREAS (OR 6 INCHES FOR RECESSED).3. FIXTURES WITH CFL (COMPACT FLUORESCENT) BULBS MAY BE WITHIN 6 INCHES OF STORAGE AREAS.4. ALL SURFACE-MOUNTED (NOT RECESSED) FIXTURES MUST BE ON THE CEILING OR THE WALL ABOVE THE DOOR.LAUNDRY ROOM:LAUNDRY ROOM:LAUNDRY ROOM:LAUNDRY ROOM:THE ELECTRICAL NEEDS OF A LAUNDRY ROOM WILL VARY, DEPENDING ON IF THE CLOTHES DRYER IS ELECTRIC OR GAS.1. A LAUNDRY ROOM NEEDS AT LEAST ONE 20-AMP CIRCUIT FOR RECEPTACLES SERVING LAUNDRY EQUIPMENT; THIS CIRCUIT CAN SUPPLY A CLOTHES WASHER OR A GAS DRYER.2. AN ELECTRIC DRYER NEEDS ITS OWN 30-AMP, 240-VOLT CIRCUIT WIRED WITH FOUR CONDUCTORS (OLDER CIRCUITS OFTEN HAVE THREE CONDUCTORS).3. ALL RECEPTACLES MUST BE GFCI-PROTECTED.GARAGE:GARAGE:GARAGE:GARAGE:AS OF THE 2017 NEC, NEWLY CONSTRUCTED GARAGES NEED AT LEAST ONE DEDICATED 120-VOLT 20-AMP CIRCUIT THAT SERVES ONLY THE GARAGE. THIS CIRCUIT MAY ALSO POWER RECEPTACLES MOUNTED ON THE EXTERIOR OF THE GARAGE. 1. INSIDE THE GARAGE, THERE SHOULD BE AT LEAST ONE SWITCH CONTROLLING LIGHTING. IT IS RECOMMENDED THAT THREE-WAY SWITCHES BE INSTALLED FOR CONVENIENCE BETWEEN THE DOORS.2. GARAGES MUST HAVE AT LEAST ONE RECEPTACLE, INCLUDING ONE FOR EACH CAR SPACE.3. ALL GARAGE RECEPTACLES MUST BE GFCI-PROTECTED.ADDITIONAL REQUIREMENTS:ADDITIONAL REQUIREMENTS:ADDITIONAL REQUIREMENTS:ADDITIONAL REQUIREMENTS:AFCI REQUIREMENTS. THE NEC NOW REQUIRES THAT VIRTUALLY ALL BRANCH CIRCUITS FOR LIGHTING AND RECEPTACLES IN A HOME MUST HAVE ARC-FAULT CIRCUIT-INTERRUPTER (AFCI) PROTECTION. THIS IS A FORM OF PROTECTION THAT GUARDS AGAINST SPARKING (ARCING) AND THEREBY REDUCES THE CHANCE OF FIRE. NOTE THAT THE AFCI REQUIREMENT IS IN ADDITION TO WHATEVER GFCI PROTECTION IS REQUIRED—AN AFCI DOES NOT REPLACE OR ELIMINATE THE NEED FOR GFCI PROTECTION. AFCI REQUIREMENTS ARE ENFORCED MOSTLY IN NEW CONSTRUCTION—THERE IS NO REQUIREMENT THAT AN EXISTING SYSTEM MUST BE UPDATED TO COMPLY WITH NEW-CONSTRUCTION AFCI REQUIREMENTS. HOWEVER, AS OF THE 2017 NEC REVISION, WHEN HOMEOWNERS UPDATE OR REPLACE FAILING RECEPTACLES OR OTHER DEVICES, THEY ARE REQUIRED TO ADD THE AFCI PROTECTION AT THAT LOCATION. THIS CAN BE DONE IN SEVERAL WAYS: 1. A STANDARD CIRCUIT BREAKER CAN BE REPLACED WITH A SPECIAL AFCI CIRCUIT BREAKER. THIS IS A JOB FOR A LICENSED ELECTRICIAN. DOING SO WILL CREATE AFCI PROTECTION TO THE ENTIRE CIRCUIT. 2. A FAILING RECEPTACLE CAN BE REPLACED WITH AN AFCI RECEPTACLE. THIS WILL CREATE AFCI PROTECTION TO ONLY THE RECEPTACLE BEING REPLACED. 3. WHERE GFCI PROTECTION IS ALSO REQUIRED (SUCH AS KITCHENS AND BATHROOMS), A RECEPTACLE CAN BE REPLACED WITH A DUAL AFCI/GFCI RECEPTACLE. TAMPERAMPERAMPERAMPER----RESISTANT (TR) RECEPTACLES:RESISTANT (TR) RECEPTACLES:RESISTANT (TR) RECEPTACLES:RESISTANT (TR) RECEPTACLES: ALL STANDARD RECEPTACLES MUST BE TAMPER-RESISTANT (TR) TYPE. THESE INCLUDE A BUILT-IN SAFETY FEATURE THAT PREVENTS CHILDREN FROM STICKING ITEMS INTO THE RECEPTACLE SLOTS. OTHER: OTHER: OTHER: OTHER: REFERENCE ELECTICAL REQ'S FOR ADDITION INFORMATION NOT PROVIDED.Issue:Issue:Issue:Issue:Scale:Scale:Scale:Scale:Check by:Check by:Check by:Check by:Sheet Sheet Sheet Sheet Drawn by:Drawn by:Drawn by:Drawn by:Pat Wichman Pat Wichman Pat Wichman Pat Wichman ---- Owner Owner Owner Owner71 Stubble LaneBelgrade, MT 59714Office: 406-570-8024Cell: 406-570-8024pwichman3d@yahoo.comDISCLAMER: This drawing are merely a reference for the building contractor. It is the responsibility of the building contractor to follow all building codes as it pertains to this project.GENERAL CONTRACTORGENERAL CONTRACTORGENERAL CONTRACTORGENERAL CONTRACTORPRINCE CONTRACTING INCMARK PRINCECELL: 406-593-9483msp-56@hotmail.com©COPYRIGHT PROTECTED: THESE DRAWINGS ARE COPYRIGHT PROTECTED, NO COPIES ARE ALLOWED WITHOUT WRITTEN PERMISSION; IF SO, YOU ARE VIOLATING THE OWNER RIGHTS AND ARE SUBJECT TO FINES UP TO $150,000 FORE EACH INFRINGED. CONSTRUCTION SET 1/4" = 1' 1/4" = 1' 1/4" = 1' 1/4" = 1'----0"0"0"0"E.1E.1E.1E.1Eric Neilsen & Paula MilanoEric Neilsen & Paula MilanoEric Neilsen & Paula MilanoEric Neilsen & Paula Milano604 SOUTH BLACK604 SOUTH BLACK604 SOUTH BLACK604 SOUTH BLACKBOZEMAN, MTBOZEMAN, MTBOZEMAN, MTBOZEMAN, MT05050505----31313131----20202020CheckerCheckerCheckerCheckerELECTRICAL PLANELECTRICAL PLANELECTRICAL PLANELECTRICAL PLANAuthorAuthorAuthorAuthor604 SOUTH BLACK604 SOUTH BLACK604 SOUTH BLACK604 SOUTH BLACKADDITIONADDITIONADDITIONADDITION 1/4" = 1'-0"1NEW FLOOR PLAN 1/4" = 1'-0"2L10 T/ E-PLAN @ MSTR SUITE372