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HomeMy WebLinkAbout06/21/2017 - Landmark Preservation Commission - Agenda - Regular MeetingMeg Dunn, Chair Per Hogestad, Vice Chair Doug Ernest Bud Frick Kristin Gensmer Dave Lingle Mollie Simpson Alexandra Wallace Belinda Zink City Council Chambers City Hall West 300 Laporte Avenue Fort Collins, Colorado The City of Fort Collins will make reasonable accommodations for access to City services, programs, and activities and will make special communication arrangements for persons with disabilities. Please call 221-6515 (TDD 224- 6001) for assistance. Video of the meeting will be broadcast at 1:30 p.m. the following day through the Comcast cable system on Channel 14 or 881 (HD). Please visit http://www.fcgov.com/fctv/ for the daily cable schedule. The video will also be available for later viewing on demand here: http://www.fcgov.com/fctv/video-archive.php. Regular Meeting June 21, 2017 5:30 PM • CALL TO ORDER • ROLL CALL • STAFF REPORTS • AGENDA REVIEW o Staff Review of Agenda • PUBLIC COMMENT ON ITEMS NOT ON THE AGENDA • DISCUSSION AGENDA 1. CONSIDERATION AND APPROVAL OF THE MINUTES OF THE MAY 179 2017 REGULAR MEETING. The purpose of this item is to approve the minutes from the May 17, 2017 regular meeting of the Landmark Preservation Commission. 2. 1201 Westward Determination of Eligibility Appeal PROJECT DESCRIPTION: This item is to consider the appeal of the determination of eligibility for landmark designation of 1201 Westward Drive, which was considered eligible for its distinctive ranch style characteristics. APPLICANT: Sam Coutts, Ripley Design, Inc., applicant 3. JESSUP FARM ARTISAN VILLAGE - FINAL REVIEW, PART 2 STATE TAX CREDIT FOR HISTORIC PRESERVATION PROJECT DESCRIPTION: This item is a Final Review of the Part 2 State Tax Credit for Historic Preservation, for the rehabilitation of the Jessup Farm Artisan Village buildings and structures APPLICANT: Gino D. Campana, Manager • OTHER BUSINESS • ADJOURNMENT Roll Call and Voting Record Landmark Preservation Commission Date: 6/21 /17 ROLL CALL Zink X Wallace X Simpson X Lingle X Hogestad X Gensmer X Frick Absent Ernest X Dunn X VOTING RECORD Item: Minutes of May 17, 2017 Item: Jessup Farms State Tax Credit Zink Y Zink Y Wallace Y Wallace Y Simpson Y Simpson Y Lingle Abstain Lingle Recused Hogestad Y Hogestad Y Gensmer Y Gensmer Y Ernest Y Ernest Y Dunn Y Dunn Y RESULTS: Approved 7-0 RESULTS: Approved 7-0 LANDMARK PRESERVATION COMMISSION MEETING Chambers, 300 Laporte Avenue, Fort Collins, CO 80521 DATE: I zl:q Name Mailing Address Email and/or Phone Agenda Item / Reason for Attendance • . � __ FF� Log of Packet Additions Landmark Preservation Commission Meeting Date: 6/21/17 Materials received between the work session and the hearing: Item # Rec'd Description I Actions 3 6/19/17 Jessup Farms Updated State Tax Credit Application Added to packet prior to hearing All materials submitted at the hearing: (These items will be added to the final post -hearing packet, and hard copy meeting record.) Item # Exhibit # Rec'd Description 3 1 6/21/17 Jessup Farms Applicant Presentation CONFLICT OF INTEREST DISCLOSURE STATEMENT CITY OF FORT COLLINS, COLORADO The following disclosure statement is submitted to the Clerk of the City of Fort Collins pursuant to the requirements of Article IV, Section 9 of the City Charter and, to the extent applicable, Section 24A8-109(3)(a), C.R.S. or pursuant to City of Fort Collins Personnel Policy 5.7.2.F. Name: Dave Lingle Title: Landmark Preservation Commission Member Decision(s) or contract affected (give description of item to be addressed by Council, Board, Service Area Director, etc.): Jessup Farm State Tax Credit Brief sttaa(teemment of interest: Date: 6-21-17 I Signature: REMOVAL OF CONFLICT OF INTEREST I affirm that the above -stated conflict of interest no longer exists. Date: Signature: cc (if Councilmember or Board or Commission member): City Attorney and City Manager cc (if City employee): HR Director Updated: March 2014 Agenda Item 1 STAFF Gretchen Schiager, Administrative Assistant SUBJECT CONSIDERATION AND APPROVAL OF THE MINUTES OF THE MAY 177 2017 REGULAR MEETING. EXECUTIVE SUMMARY The purpose of this item is to approve the minutes from the May 17, 2017 regular meeting of the Landmark Preservation Commission. ATTACHMENTS 1. LPC May 17, 2017 Minutes- DRAFT (PDF) Item # 1 Page 1 Packet Pg. 3 1.a Meg Dunn, Chair Per Hogestad, Vice Chair Doug Ernest Bud Frick Kristin Gensmer Dave Lingle Mollie Simpson Alexandra Wallace Belinda Zink City Council Chambers City Hall West 300 Laporte Avenue Fort Collins, Colorado The City of Fort Collins will make reasonable accommodations for access to City services, programs, and activities and will make special communication arrangements for persons with disabilities. Please call 221-6515 (TDD 224- 6001) for assistance. Video of the meeting will be broadcast at 1:30 p.m. the following day through the Comcast cable system on Channel 14 or 881 (HD). Please visit http://www.fcgov.com/fctv/ for the daily cable schedule. The video will also be available for later viewing on demand here: http://www.fcgov.com/fctv/video-archive.php. Regular Meeting May 17, 2017 Minutes • CALL TO ORDER Chair Dunn called the meeting to order at 5:32 p.m. • ROLL CALL PRESENT: Dunn, Zink, Hogestad, Wallace, Gensmer, Ernest, Frick ABSENT: Lingle, Simpson STAFF: McWilliams, Bzdek, Bumgarner, Yatabe, Schiager • AGENDA REVIEW No changes to posted agenda. • STAFF REPORTS None. • PUBLIC COMMENT ON ITEMS NOT ON THE AGENDA None. City of Fort Collins Page 1 May 17, 2017 ti T 0 N ti T a LL O Cn w H Z_ N M W LO Packet Pg. 4 1.a • DISCUSSION AGENDA 1. CONSIDERATION AND APPROVAL OF THE MINUTES OF THE APRIL 19 REGULAR MEETING. The purpose of this item is to approve the minutes from the April 19, 2017 regular meeting of the Landmark Preservation Commission. Ms. Gensmer abstained, having not been present for the April 19t" meeting. Mr. Ernest moved that the Landmark Preservation Commission approve the Consent Agenda of the April 19, 2017 regular meeting as presented. Mr. Hogestad seconded. The motion passed 6:0. 2. 305 CIRCLE DRIVE - FINAL DEMOLITION/ALTERATION REVIEW PROJECT DESCRIPTION: This is a proposal to demolish the residence and attached garage located at 305 Circle Drive. The property was determined to be individually eligible as a Fort Collins Landmark. APPLICANT: Barry Schram, Lamar Valley Craftsman Chair Dunn responded to a comment in a citizen email, clarifying that she was not related to any previous owner or resident of the property. Staff Report Ms. McWilliams presented the staff report, including background, history, a review of the applicable Code section, and the role of the Commission. licant Presentation Olexa Tkachenko, the project architect representing the owner, declined to make a presentation, but will respond to comments or questions. Public Input Sarah Brooks, 1522 Whedbee Street, opposed the project stating that it is a shame that Circle Drive continues to be developed into something it is not. Torger Hougen, 335 Circle Drive, opposed the project, expressing concerns about the materials and design. Heather Landenpera, 280 Circle Drive, lives directly across the street from this project. She supports the project, and would rather have an owner with a home that meets their needs in that location than renters. Sarah Dentoni, 20 Circle Drive, said while she appreciates an owner's right to do as they wish with their property, she opposes this project because the design does not address the language of Circle Drive. Cara Neth, 335 Circle Drive, stated that Circle Drive is special and distinctive, and worthy of preservation as the City's first subdivision. She said she is not opposed to massive renovations, or scraping houses that have not been maintained, but opposes this one because the home is well maintained and is the nicest on street. She added that Bob Ostertag, an internationally -known experimental musician, was a past tenant. Andrew Milbauer, 815 West Oak, supports Staff's findings and recommendation to approve without conditions. He stated the project complies with the City's guidelines and that the Applicant has met the requirements. He questioned whether the porch was unique, as had been stated in the architectural inventory. Drew Ditter, 310 Circle Drive, spoke in favor of the proposal, stating he prefers owners who are permanent residents. Rich Wright, 315 Circle Drive, does not support the project because the design does not fit the neighborhood. An anonymous resident of Circle Drive opposed the project, stating that this proposal is not compatible with the neighborhood of smaller ranch -style homes. She also mentioned that this will increase property taxes in the neighborhood. City of Fort Collins Page 2 May 17, 2017 ti TOM 0 N ti TOM u_ O co w Mn z N M �O LO Packet Pg. 5 1.a Applicant Response Olexa Tkachenko explained that the owners and the project team have chosen to propose a new project for the site. They have submitted all required documents, received approval from all City departments, and request the approval of the Commission. Staff Response None Commission Questions None Commission Discussion Mr. Ernest commented that the study by Mr. Marmor included a table showing the number of residences on Circle Drive (60), and the number of remodels (20), which he found interesting. ti Mr. Frick said it looks like a great design, but he wished it were somewhere other than in a potential o historic district. He would have liked to see more effort to create a design that would be compatible with the neighborhood character. Mr. Ernest referenced a citizen email that raised a question about the plan of protection and disposal of materials. Mr. Tkachenko responded that usable interior items will be donated to Habitat for LL Humanity. He said there was no plan to sell exterior materials, as they contain asbestos and cannot p be reused. He stated the brick could be repurposed if someone wanted it. CO Chair Dunn asked about the plan of protection for the homes next door. Mr. Tkachenko responded that there would be no impact to neighbors. Chair Dunn commented about a recent demolition on Z Whitcomb that created tremors in the house next door. Mr. Tkachenko replied that the deconstruction will be coordinated with the general contractor so that there will be no disturbance to neighboring M properties. LO .. Chair Dunn commented that this neighborhood would be a great historic district, noting that the onus for landmarking a district falls to the owner(s) of the homes within the proposed district. Non- u_ consensual designation is rare. The homeowners or neighbors would typically need to provide o protection for this house, or a district, through a grassroots movement. , Mr. Ernest moved that the Landmark Preservation Commission approve the application for final demolition/alteration review for 305 Circle Drive as presented, finding that the Applicant has complied with all Code requirements and purpose of Section 14=72 of the Municipal Code. 2 Ms. Gensmer seconded. TOM ti 0 N Mr. Ernest will vote in favor of the motion. He agreed with Chair Dunn's comments on the process for forming a district and historic designation. He acknowledged the frustrations with the process, adding that concerned citizens can work with Council to get the Code changed. He said the Code is specific about the Commission's options. U Mr. Frick agreed with Mr. Ernest's comments. Ms. Zink will vote in favor since the owner has met the requirements, and there not much of an option available to the Commission. E Mr. Hogestad expressed disappointment with the Commission's options. He stated that the design team could have done a better job of addressing compatibility. He will support the motion, since the Q Applicant has met all of the requirements. Ms. Wallace will support the motion, adding that while this is not what the Commission would prefer, it is what the Code allows. Ms. Gensmer will also vote in favor of the motion, as the Applicant has met the Code. She agreed with Mr. HogestadIs comments. She added that she doesn't think any conditions for approval are warranted. Chair Dunn added that this home was found to be eligible as a local historic landmark, and it is very likely the Commission would have recommended designation, if the owners had brought it to them. She explained that the Commission is approving this, not because they think this is the best result, City of Fort Collins Page 3 May 17, 2017 Packet Pg. 6 1.a but because they are restricted by the Code. She understands the difficulty for the neighbors, but the Applicant has met the requirements. She mentioned that there are design guidelines for her neighborhood, but they are voluntary, not required. She encouraged anyone who is interested in landmarking their property or a district, to speak with Historic Preservation Staff. The motion passed 7=0. 3. CONFLUENCE (PDP170001) - DEVELOPMENT REVIEW PROJECT DESCRIPTION: This proposal is a mixed -use project of residential, office, commercial space, and parking on a 0.4-acre site at 401, 405, and 409 Linden Street in the River Downtown Redevelopment District (RDR). Final review will be a Type 1 hearing with a hearing officer. APPLICANT: Jason Kersley, [au]workshop, Ilc., 405 Linden Street Ms. Gensmer recused herself due to a conflict, and Mr. Frick recused himself because he was not present at the 2015 review of this project. Staff Report Ms. Bzdek presented the staff report. She discussed the relevant Code and the Commission's role in the process. She reviewed the background and staff analysis, and provided recommendations for the area of adjacency. Mr. Yatabe asked the members to confirm whether they were present for the 2015 review of this proposal, and if not, whether they had reviewed the materials from that meeting. Mr. Ernest said he had reviewed the materials. Chair Dunn confirmed she was there. Ms. Zink was there and also reviewed materials. Applicant Presentation Jason Kersley gave the Applicant presentation, including historical context, zoning summary, site plan, and responses to Code requirements. He reviewed the Commission's comments from their 2015 development review and explained how their design addresses them. He talked about the materials, where they are placed on the building, and how they relate to the surrounding historic context. Public Input None Commission Questions Mr. Ernest pointed out a discrepancy in the address for the sign shop at 320 Willow. Mr. Kersey said the Assessor's map shows 320, but the number on the building is 326. Upon Mr. Hogestad Is request, Mr. Kersey reviewed the materials again, pointing out their locations. Ms. Zink asked about the fenestration and window patterns. Mr. Kersey explained that they used storefront windows for the retail portion, and the residential windows are aluminum clad wood. Mr. Hogestad asked how the cement board is scored and mounted, and whether it's a rainscreen. Mr. Kersey replied that it was a raw concrete panel rainscreen. He passed around samples of all the materials. Mr. Hogestad asked how the wood would be treated, and Mr. Kersey said it would be stained. Ms. Zink asked about the coursing for the stone, and the mortar for the brick. Mr. Kersey said the brick would have standard gray mortar, and the stone would be rubble. Mr. Hogestad asked for details about the concrete panels, such as how they are scored, how the corners are made, what the header and sill look like, how the storefront fits into it, and how they are attached to the wood tower piece. Mr. Kersey said there would be an open butt joint at the corner. He said the panel size would be 2' x 10' vertical, but they are still working through the details. Mr. Hogestad expressed concern that they don't have the detail worked out. Mr. Kersey assured him that they would get there. Chair Dunn asked about the rust on the corrugated panels dripping to the sidewalk. Mr. Kersey said there is a sunshade to catch that, and a narrow patch of grass to catch anything that gets past that. City of Fort Collins Page 4 May 17, 2017 Packet Pg. 7 1.a Mr. Hogestad asked about the signage. Mr. Kersey explained it would be a ghost sign in lighter colored stain. Mr. Kersey responded to additional Commission questions about materials and colors, pointing out their placement. Chair Dunn asked about the Camp Collins sign, noting that it should be "Fort" Collins, not "Camp" Collins, and the year should be 1864, not 1866. Mr. Ernest suggested they come back to discuss the sign further. Chair Dunn asked whether the small building behind the outbuilding is part of the eligibility. Ms. Bzdek said she would have to look into that. Area of Adiacency Chair Dunn asked the Commission about their thoughts on the area of adjacency. Mr. Ernest stated he is comfortable with Staff's recommendations. Mr. Hogestad moved that the Landmark Preservation Commission adopt the area of adjacency as listed in the staff report for the proposed Confluence project. Mr. Ernest seconded. The motion passed 5-0. Commission Discussion Mr. Hogestad expressed amazement at the detail and volume of materials included. He said the project meets all the criteria, but he feels that the whole project is a lot of little pieces in need of a unifying element that brings it all together. He clarified that was not meant as a criticism, just a comment. Mr. Ernest commented that the Applicants responded to the Commission's concerns from the 2015 review. He recognized the complexity of differentiating between the three separate buildings, and is comfortable with the result. Mr. Hogestad responded that the materials are varied on each building, and that the project was overly detailed and struggling for identity. Ms. Zink commented that the scale in relation to the historic buildings is reasonable, considering that the historic buildings are simple and traditional, and these are complicated, modern buildings. Chair Dunn referenced Section 3.4.7(F)(3), and asked the Commission members whether the project met the requirement to maintain the existing distribution of materials on the block. Mr. Hogestad said it meets the intent of the Code. Ms. Wallace said the materials fit well in the River District area, and she appreciated the nod to surrounding architecture. She wondered if the project's application of the Code might be too literal. Chair Dunn said she was intrigued by the way the coloring of the corrugated metal felt familiar to the brick in some of the buildings in the area. Mr. Hogestad said the corrugation has a connotation of industry and warehouse, and prefers the color of this metal over galvanized. Ms. Zink said the metal also relates to the railroad tracks. Chair Dunn asked for comments relating to Section 3.4.7(F)(1). Mr. Ernest said while the new structure is quite dissimilar in size to the historic structures, he agreed with the Staff analysis that the stepped back massing and other setbacks have addressed that. Mr. Hogestad said the fine grain of detail actually helps to make the buildings appear and feel smaller. Chair Dunn said it complies well in terms of step backs and the placement of taller sections in the interior. She is concerned about the section behind the house, but it is interior, so it does comply with the Code. Mr. Hogestad expressed concern that the final details of how it comes together are missing, and they always ask for that in a final review. Mr. Hogestad said it could take months to develop that detail, and maybe in this particular instance, it isn't necessary to wait for it. Ms. Zink commented that they usually have more generic detail, not that fine level of detail. Mr. Hogestad stressed the importance of the details to the execution and appearance of the project, adding that the finished product must look like what they are approving. Mr. Hogestad said he is confident the Applicant will figure out the solutions, and suggested they could move forward based on the assumption it will be well -executed. City of Fort Collins Page 5 May 17, 2017 Packet Pg. 8 1.a Chair Dunn requested comments about Section 3.4.7(F)(2). Ms. Zink said the alignment in this case is more general, and that the heights are similar enough. In terms of window patterns, Ms. Zink said the other buildings don't have windows that establish a pattern. Mr. Ernest agreed. Ms. Zink said the windows and cornices fit in with the River District. Ms. Wallace said it is a new entity, so it can't be matched up with anything comparable. Mr. Hogestad added that the window proportion is historic in nature. Chair Dunn commented that the signage acknowledging the Fort serves as a connection to the focal point required by Section 3.4.7(F)(4). Commission Deliberation Mr. Ernest moved that the Landmark Preservation Commission recommend to the Decision Maker approval of the Confluence project (PDP170001), finding it is in compliance with the standards contained in Land Use Code Section 3.4.7 in regard to compatibility with the character of the project's area of adjacency for the following reasons: ti • The project does not impact the individual eligibility for designation of the historic o properties in the defined area of adjacency. N ti • The project design employs a massing strategy at the transition edges that is >= compatible with the historic context and situates taller elements at the interior of the project site. u_ The project includes primary building materials on the elevations immediately abutting O y historic properties that are reflective of the dominant historic materials. W • The project provides multiple design elements that create visual ties to buildings z within the adjacent historic context. Ms. Zink seconded. N M �O Mr. Hogestad recognized the huge effort to design this building, and again noted that it was not his LO intent to criticize the design work. He stated he'd never seen so much detail so closely tied to the um Land Use Code and Design Guidelines. He hopes the Applicant will come back for a complimentary Q review of the proposed Fort Collins signage. Chair Dunn agreed. 0 Mr. Ernest stated he would support the motion, commenting on the project's compliance with the y various sections of 3.4.7. He added that the Applicant also did a good job of applying the River District Guidelines without subordinating the Land Use Code provisions. _ The motion passed 5:0. TOM N • OTHER BUSINESS r TMM None U a • ADJOURNMENT Chair Dunn adjourned the meeting at 7:57 p.m. E �a Minutes respectfully submitted by Gretchen Schiager. Q Minutes approved by a vote of the Commission on Meg Dunn, Chair City of Fort Collins Page 6 May 17, 2017 Packet Pg. 9 Agenda Item #2, 1201 Westward Determination of Eligibility Appeal This item was pulled from the agenda by the Applicant just prior to the meeting. The item is expected to be heard at the July 19 meeting. Packet Pages 10-76 have been removed from the final packet. Agenda Item 3 PROJECT NAME JESSUP FARM ARTISAN VILLAGE - FINAL REVIEW, PART 2 STATE TAX CREDIT FOR HISTORIC PRESERVATION STAFF Karen McWilliams, Historic Preservation Planner PROJECT INFORMATION PROJECT DESCRIPTION: This item is a Final Review of the Part 2 State Tax Credit for Historic Preservation, for the rehabilitation of the Jessup Farm Artisan Village buildings and structures APPLICANT: Gino D. Campana, Manager OWNER: Jessup Farm LLC RECOMMENDATION: Staff recommends that the Landmark Preservation Commission, as a reviewing entity under CRS Section 39-22-514, adopts a resolution to approve Part 2 State Tax Credit for Historic Preservation for the rehabilitation of the Jessup Farm Artisan Village buildings and structures. EXECUTIVE SUMMARY Designated as a Fort Collins Landmark by Ordinance No. 065 on May 7, 2013, the Jessup Farm buildings are distinctive examples of vernacular rural architecture with high levels of integrity. The gabled -ell farmhouse represents a well-preserved and rare housing type in Fort Collins, while the farm's various outbuildings illustrate changing agricultural practices in northern Colorado during the twentieth century. The Farm is significant to Fort Collins under Landmark Standard One (1) for its agricultural associations beginning in the nineteenth century. Within this agricultural context, the Jessup Farm was historically associated with the open range cattle industry, farming and ranching, and sheep -raising in Fort Collins for over 130 years. The property is additionally significant to Fort Collins under Standard Two (2), for its association with prominent cattlemen James B. Arthur and Joseph Jessup, as well as several members of the Johnson family, who were prominent area farmers beginning in the early 1900s. Arthur was a Fort Collins pioneer who made a sizable fortune driving cattle before branching out into other pursuits and served a brief stint as Fort Collins mayor in 1893. Arthur's nephew and associate, Joseph Jessup, acquired the 160-acre property from his uncle prior to 1900. Jessup, and many members of his family, raised cattle and sheep on the farm through the Great Depression and into the 1940s. Jessup is credited with constructing the prominent gabled -ell farmhouse, the large barn, and various outbuildings on the property. The Johnsons, who farmed multiple properties around Fort Collins and owned a large farm complex adjacent to Jessup's farm, owned and operated a cattle company called Caled on the Jessup Farm land during the 1950s and 60s. Furthermore, the Jessup Farm holds significance to Fort Collins under Standard Three (3) as its buildings are distinctive examples of vernacular rural architecture with high levels of integrity. The gabled -ell farmhouse represents a well-preserved and rare housing type in Fort Collins, while the farm's various outbuildings illustrate Item # 3 Page 1 Packet Pg. 77 Agenda Item 3 changing agricultural practices in northern Colorado during the twentieth century. The historic Jessup Farm is a complete farmstead made up of 130+ year old farmhouse, and six outbuildings, including a saddle shop, garage, mechanic shop, loafing shed, barn, and chicken coop. The rehabilitation project consists of the entire Jessup Farm, but this application for State Tax Credits for Historic Preservation is for work on the Barn, which has been rehabilitated into a barrel house and blending house (craft brewery); and the Loafing Shed, which has been rehabilitated into a string of retail shops and small restaurant. BACKGROUND: The 1990 Colorado Tax Credits for Historic Preservation Program provides a tax incentive of 20% to property owners of designated historic properties for work that meets the Secretary of the Interior's Standards. The requirements to apply for the State Tax Credits are: the property be at least 50 years old and designated on the State Register or landmarked by a Certified Local Government; a minimum of $5,000 in costs must be incurred; the project work needs to be completed with 24 months of application; the Part 2 of the state tax credit application must be submitted within 60 days of the completion of the project; and the work must meet the Secretary of the Interior Standards. Some components of the overall work may be approved and others rejected; however, if a rejected component will or has had an significant adverse effect on the property's integrity or significance, the entire application may be rejected. The Landmark Preservation Commission has previously reviewed the Jessup Farm Artisan Village Project on several occasions, including an initial development review on December 14, 2011; on February 13, 2013; and as part of the property's landmark designation discussion, on March 13, 2013. The State Tax Credit program allows designated properties to combine both the Part 1 and the Final, Part 2 Reviews, which the property owner has elected to do. EVALUATION: Staff has reviewed the documentation provided by the applicants, and has toured the property. Staff believes that the work contained in the application meets the Secretary of the Interior's Standards for Rehabilitation and Restoration, and qualifies for the State Tax Credits for Historic Preservation. In accordance with the State Tax Credit criteria, staff provides the following information: 1. The Jessup Farm Artisan Village is a qualified property that is eligible for tax credits, per state statute. The property was designated as a Fort Collins Landmark by Ordinance No. 065, 2013. 2. The work conforms to the description and plans submitted in Part 1. This application combines the Part 1 and Part 2, as allowed by the State Tax Credit program. The Commission reviewed the work prior to work commencing, and before recommending the properties to Council for landmark designation. 3. The work was completed in 24 months or less (or 48 months, if an extension was granted). The applicant confirms that the relevant work occurred between October 2013 and October 2015. 4. The work meets the Secretary of the Interior's (SOI) Standards for Rehabilitation. This project is an ambitious and comprehensive adaptive reuse project, to convert a farmhouse and several outbuildings into a restaurant and supporting commercial stores. The applicants' work meets all ten of the SOI Rehabilitation Standards, retaining the property's integrity and showcasing its significance to the community. REVIEW CRITERIA: The criteria that apply to State Tax Credit reviews are the Secretary of the Interior's Standards for Rehabilitation: The Secretary of the Interior's Standards for Rehabilitation: 1. A property shall be used for its historic purpose or be placed in a new use that requires minimal change to the defining characteristics of the building and its site and environment. 2. The historic character of a property shall be retained and preserved. The removal of historic materials or alteration of features and spaces that characterize a property shall be avoided. 3. Each property shall 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 architectural elements from other buildings, shall not be undertaken. 4. Most properties change over time; those changes that have acquired historic significance in their own right shall be retained and preserved. 5. Distinctive features, finishes, and construction techniques or examples of craftsmanship that characterize a Item # 3 Page 2 Packet Pg. 78 Agenda Item 3 property shall be preserved. 6. Deteriorated historic features shall be repaired rather than replaced. Where the severity of deterioration requires replacement of a distinctive feature, the new feature shall match the old in design, color, texture, and other visual qualities and, where possible, materials. Replacement of missing features shall be substantiated by documentary, physical, or pictorial evidence. 7. Chemical or physical treatments, such as sandblasting, that cause damage to historic materials shall not be used. The surface cleaning of structures, if appropriate, shall be undertaken using the gentlest means possible. 8. Significant archeological resources affected by a project shall be protected and preserved. If such resources must be disturbed, mitigation measures shall be undertaken. 9. New additions, exterior alterations, or related new construction shall not destroy historic materials that characterize the property. The new work shall be differentiated from the old and shall be compatible with the massing, size, scale, and architectural features to protect the historic integrity of the property and its environment. 10. New additions and adjacent or related new construction shall 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. MOTION: This is a Final Review and Approval for State Tax Credits. If the Commission finds that the work meets the Secretary of the Interior's Standards, it should adopt a motion stating that the Commission, as a reviewing entity under CRS Section 39-22-514, grants Part 2 State Tax Credit for Historic Preservation approval of the rehabilitation and restoration work on the Jessup Farm Artisan Village. If the Commission finds that any of the work fails to meet the Secretary of the Interior's Standards, it should adopt a motion stating that the Commission does not approve that work, and state the reasons why. SUGGESTED MOTIONS Motion to approve: The Landmark Preservation Commission, as a reviewing entity under CRS Section 39-22-514, adopts a resolution to approve Part 2 State Tax Credit for Historic Preservation for the rehabilitation and restoration work completed on the Jessup Farm Artisan Village, finding that: FINDINGS OF FACT 1. The Jessup Farm Artisan Village is a qualified property that is eligible for tax credits, per state statute. 2. The work conforms to the description and plans submitted in Part 1. 3. The work was completed in 24 months or less. 4. The work meets the Secretary of the Interior's Standards for Rehabilitation. Motion to disapprove: The Landmark Preservation Commission, as a reviewing entity under CRS Section 39-22- 514, adopts a resolution to deny Part 2 State Tax Credit for Historic Preservation for the rehabilitation and restoration work completed on the property located at 220 Remington Street, finding that: FINDINGS OF FACT 1. The Jessup Farm Artisan Village is not a qualified property that is eligible for tax credits, per state statute. 2. The work does not conform to the description and plans submitted in Part 1. 3. The work was not completed in 24 months or less (or 48 months, if an extension was granted). 4. The work does not meet the Secretary of the Interior's Standards for Rehabilitation. Item # 3 Page 3 Packet Pg. 79 Agenda Item 3 ATTACHMENTS 1. LPC FINAL STC Part 1 & Part 2 State Tax Credit Application - Jessup Farm (DOCX) 2. Barn & Loafing Shed Before and After Pictures (PDF) 3. Sampling of Before Photos (PDF) 4. Dec 2011 JESSUP FARM LPC Presentation (PDF) 5. JESSUP FARMS Rehabilitation Details (PDF) Item # 3 Page 4 Packet Pg. 80 3.a APPLICATION FOR COLORADO STATE INCOME TAX CREDIT FOR HISTORIC PRESERVATION Pursuant to House Bill 90-1033 (CRS 39-22-514) PART 1 -- PRELIMINARY APPROVAL 1, PROPERTY INFORMATION Name of Property: Jessup Farm Artisan Village Address: 1921, 1927, 1933, 1939, 1945, 1951, 1957 Jessup Drive, Fort Collins, CO 80525 Name of Registered Historic District: n/a Property Type: personal business X investment (rental)_ Use of Property: Before Rehabilitation: Abandoned dilapidated farmstead; vacant property After Rehabilitation: Commercial Retail Legal Description: Block 4, Lots 1, 2, and 3, and Outlot A, Bucking Horse Filing One, City of Fort Collins, County of Larimer, State of Colorado 2. APPLICANT INFORMATION (taxpayer claiming the credit) Name: Jessup Farm LLC Type of Entity: Limited Liability Company Name of authorized company official (if applicant is not an individual): Gino D. Campana, Manager Business address: 7307 Streamside Drive, Fort Collins, CO 80525 Residential address: 7307 Streamside Drive, Fort Collins, CO 80525 Taxpayer Identification Number (or Social Security Number): Applicant is: (check one) owner tenant If more than one taxpayer intends to claim the credit, include the name, address and taxpayer ID number for all taxpayers intending to claim the credit. 3. OWNER INFORMATION, if applicant is other than owner (if owner is applicant, write "same") Same as applicant 4. PROJECT CONTACT X Applicant Owner Other (specify below) Colorado Historic Income Tax Credit Packet Pg. 81 3.a 5. PROPERTY DESCRIPTION The Jessup Farm buildings are distinctive examples of vernacular rural architecture with high levels of integrity The gabled -ell farmhouse represents a well-preserved and rare housing type in Fort Collins, while the farm's various outbuildings illustrate changing agricultural practices in northern Colorado during the twentieth century The rehabilitation project consists of the entire Jessup Farm, but this application for State Tax Credits for Historic Preservation is for work on the Barn, which has been rehabilitated into a barrel house and blending house (craft brewery); and the Loafing Shed, which has been rehabilitated into a string of retail shops, and a restaurant. The historic Jessup Farm is a complete farmstead made up of 130+ year old farmhouse, and six outbuildings, including a saddle shop, garage, mechanic shop, loafing shed, barn, and chicken coop, as more fully described herein, in their pre -rehabilitated state. Main House The Main House consists of two main sections, the original one -and -a -half -story gabled rectangular plan I -house and a two-story addition added shortly after the building was constructed. With walls constructed of painted red brick, the house sits on a stone foundation and is covered by an intersecting hip and gable roof with composition shingles and boxed eaves. Gabled dormers extend from the hipped -roof section on the north and south elevations. Two brick chimneys protrude from the roof. The south elevation contains a hipped -roof porch infilling the ell shape of the house. The southern elevation has five windows: two boarded -up window frames under the porch, two boarded -up windows on the protruding ell, all with stone sills, and a paired single -light hopper window on the south dormer. The dormer window is framed in white painted wood. A wood -paneled entry door provides access under the porch while another door under the porch is currently boarded over with plywood. The house's east elevation contains two upper -story, square windows with white wooden frames, currently boarded. A wooden shed addition was added on the east elevation in the 1950s and was removed in 2012, exposing white painted brick walls, an arched wood framed door with one large upper panel. Two boarded arched windows also sit on the east elevation. The southern window has been infilled with brick underneath, and the northern window has a 2/2 window. The north elevation has four symmetrically -placed arched windows along its length with stone sills, which are currently boarded, along with a paired single -light hopper window on the protruding dormer. On the west elevation, four arched wooden windows sit beneath the gabled end with stone sills. Upper story windows are 1/1 windows, while windows on the lower story are boarded. A white, decorative ornament is located just beneath the gabled roofline. An additional boarded rectangular window sits beneath the porch on the west elevation of the protruding ell addition, and a square boarded, white framed square window sits above the porch. Date of Construction: after 1890 and before 1905 presumably by Joseph Jessup according to the Larimer County Assessor. Barn The Barn sits on the southeast of the Jessup farmhouse. Resting on a concrete foundation, the two -storied barn is of wood post and beam construction topped by a steeply -pitched gabled roof covered with corrugated metal over wood shingles and exposed rafter ends. With a rectangular plan, the barn is sheathed with wood tongue -and - groove siding painted white and painted white 1" x 6" corner posts. A hoist beam extends just beneath the gabled -roof on the south elevation. The north and south elevations each contain two boarded 4/4 sash windows Colorado Historic Income Tax Credit L U K M FM a� m N_ Q E L M LL Q. N N d ch co co LD Packet Pg. 82 3.a with painted wood frames. Another square window sits on the south elevation. The barn has horizontal sliding vertical wood plank doors on the south elevation, paired side -hinged hayloft doors on the upper story on both the north and south elevations, and two horizontal sliding wood plank doors and one small hayloft door on the east elevation. Date of Construction: after 1905 and before 1932 presumably by Joseph Jessup according to the Larimer County Assessor. Garage The wood -framed garage is nearest to the main house on the Jessup farm property. The garage has a gabled roof made of corrugated metal with exposed rafter tails. The house has painted wood siding and rests on a concrete slab foundation. Two large garage bays open on the south elevation and a boarded door is present on the north elevation. Date of Construction: after 1950 and before 1970 by John O. Anderson or the Johnson family's Spring Creek Farms according to the Larimer County Assessor. Mechanic Shop The Mechanic Shop was originally constructed as a small square brick building; a wood addition raised its height to a full two stories while a small shed expanded its size to the east. The two-story addition gave the structure a gabled roof that opens to a large bay door on the south elevation. Another wood door sits to the east of the main bay on the shed addition. White painted wood siding surrounds all additions, while the original brick walls remain intact. Two small boarded windows sit on the west elevation in the brick section, while a large boarded rectangular window sits on the wood addition. The east elevation contains four boarded windows along the shed addition. Date of Construction: after 1950 and before 1970 by John O. Anderson or the Johnson family's Spring Creek Farms according to the Larimer County Assessor. Saddle Shop The Jessup saddle shop is square wood post and beam structure with a gabled roof with shake -shingles, and is sheathed in painted wood siding. Square, boarded -up windows sit on the east and west elevations. The north elevation has a large central bay door with 8/8 paned windows at the top. The southern elevation contains a large, boarded -up door on its east side. The Jessup saddle shop is not original to Jessup's tenure on the farm. The building was moved to the property in the 1950s or 1960s by John O. Anderson or the Johnson family's Spring Creek Farms. Referred to variously as "building -on -stilts," (because it has sat on wooden beams for quite some time), saddle shop, or a train depot, its historic function is unknown. Some speculation suggests that this building was an actual train depot moved to the site, but there is no evidence to corroborate this story. When it was first moved to the Jessup Farm, it was located between the garage and the mechanic shop, sitting only a few feet from the west elevation of the mechanic shop. Because the structure was in danger of structural collapse on the rotting wooden beams, it was decided that the saddle shop needed a new concrete foundation. The structure was moved cast of the mechanic shop and had a new foundation poured in March 2103 by Bellisimo, Inc., as part of the Jessup Farm Artisan Village project. This move was predicated by the fact that the building's original location was too close to the mechanic shop to fully rehabilitate both buildings and maintain adequate space for a new use and was approved by the Fort Collins Landmark Preservation Commission. Date of Construction: after 1950 and before 1970 by John O. Anderson or the Johnson family's Spring Creek Farms according to the Larimer County Assessor. Colorado Historic Income Tax Credit m L U x M H a� m N Q E L LL Q. N N m ch co co LD Packet Pg. 83 3.a Loafing Shed On the northern end of the farmstead sits the loafing shed. Historically utilized to keep livestock protected from rain and snow, the loafing shed is a long, rectangular building with ten open bays on the south elevation. Wood plank walls covered with corrugated metal sheathing sit on a perimeter concrete foundation walls on the east, west and south, and an earth floor. Each bay is supported by wooden posts with triangular knee braces. The shed roof is corrugated metal roofing over wood planks nailed to heavy 2" by 10" rafters. Date of Construction: after 1950 and prior to 1963, by John O. Anderson. Source: Calvin Johnson oral interview, March, 16, 2001, referenced by Associated Cultural Resource Experts, "Joseph Jessup and Wesley Johnson Farmsteads Preservation and Development Plan," April 2001, p. 4. Chicken Coop The property's chicken coop is a square one-story building resting directly on the ground. The building is roofed with corrugated sheet metal over wood planks and exposed rafter tails on the south elevation. The structure is painted white horizontal weatherboard siding on wood frame construction with painted white 1" by 6" comer posts. A band of square windows sits on the south elevation, currently boarded up. The east and west elevations have boarded doors and one square, boarded window on each. Date of Construction: after 1950 and before 1970 by John O. Anderson or the Johnson family's Spring Creek Farms according to the Larimer County Assessor. 6. PHOTOGRAPHS OF THE PROPERTY MUST BE INCLUDED (see instructions) (if drawings are available, they should also be included) Colorado Historic Income Tax Credit m L U x M FM a� m N_ Q E L LL Q. N N m ch co co LD Packet Pg. 84 3.a 7. DESCRIPTION OF REHABILITATION 1 Number: 1 Feature: Loafing Shed — Siding Date of Feature: ca. 1950 Describe existing feature and its condition: Walls were wood plank and covered with corrugated metal sheathing Photo numbers: 19, 221 261 27 Drawing numbers: "Loafing Shed Rehabilitation" Describe work and impact on feature: Installed 1/2" galvanized corrugated metal roofing panels with exposed, gasketed screw anchors on Tyvek commercial air barrier on 7/16" OSB sheathing on 2x6 wood stud faming @ 24" OC with R-19 batt insulation and vapor barrier on inside face with 7/16" OSB sheathing with existing horizontal wood purlins and corrugated metal panel remained. 2 Number: 2 Feature: Loafing Shed — Roof Date of Feature: ca. 1950 Describe existing feature and its condition: Roof was corrugated metal roofing over wood planks nailed to heavy 2" by 10" rafters. Photo numbers: 19, 22, 26, 27 Drawing numbers: "Loafing Shed Rehabilitation" Describe work and impact on feature: Removed the existing corrugated metal roofing down to the existing 1 x 6 roof sheathing. Installed a roofing system similar to the SIPS system, which allowed the preservation of the original look of the inside rafters and walls of the original building, this provided an R40 rating for insulation on the roof. 3 • Number: 3 Feature: Loafing Shed — HVAC Date of Feature: ca. 1950 Describe existing feature and its condition: There was no existing HVAC. Photo numbers: 28 Drawing numbers: "Loafing Shed Rehabilitation" Describe work and impact on feature: All HVAC was updated to new high -efficiency furnaces and air conditioning units. 4 Number: 4 Feature: Loafing Shed — Plumbing Date of Feature: ca. 1950 Describe existing feature and its condition: There was no existing plumbing. Photo numbers: N/A Drawing numbers: "Loafing Shed Rehabilitation" Describe work and impact on feature: Plumbing systems were installed to bring the building up to code. This included new underground plumbing, the plumbing of restrooms and a full size kitchen using Kohler and American Standard products, as well as NSF sinks and floor sinks. Colorado Historic Income Tax Credit m L U K FM a� m N_ Q E L M LL Q M N N m ch co co LD Packet Pg. 85 3.a El Number: 5 Feature: Loafing Shed — Exterior & Interior Paint Date of Feature: ca. 1950 Describe existing feature and its condition: Wood on the exterior and interior of the building has been damaged by time, weather, and neglect. Photo numbers: 19-28 Drawing numbers: "Loafing Shed Rehabilitation" Describe work and impact on feature: On the exterior of the Loafing Shed there was no paint used. The existing wood was gently cleaned and sealed in order to preserve the historic character of the building. The interior open rafters of the Loafing Shed were also gently cleaned and sealed in order to preserve their character Some paint was used on the walls inside as accent colors. 6 Number: 6 Feature: Loafing Shed — Trim, Corbels, finish Carpentry Date of Feature: ca. 1950 Describe existing feature and its condition: The interior of the Loafing Shed was dirt with not much finish carpentry. Photo numbers: 20, 21, 239 28 Drawing numbers: "Loafing Shed Rehabilitation" Describe work and impact on feature: The finish carpentry work was installed and completed to match the existing ceiling and rafters that were preserved from the original building. This work was completed using #2 Pine. Number: 7 Feature: Loafing Shed — Drywall Date of Feature: ca. 1950 Describe existing feature and its condition: The interior walls of the Loafing Shed were not suitable for commercial use. Photo numbers: 20, 21, 239 28 Drawing numbers: "Loafing Shed Rehabilitation" Describe work and impact on feature: Drywall was used to sheath the partition walls between tenants and also used for backing of FRP board in kitchen and working areas. 8 Number: 8 Feature: Loafing Shed - Flooring Date of Feature: ca. 1950 Describe existing feature and its condition: The flooring of the Loafing Shed was dirt and not suitable for commercial use. Photo numbers: 20, 21, 23, 28 Drawing numbers: "Loafing Shed Rehabilitation" Describe work and impact on feature: A portion of the flooring in the Loafing Shed was composed of 4" sealed Colorado Historic Income Tax Credit m L U K M H a� m N Q E L M LL Q N N m ch co co LD Packet Pg. 86 3.a concrete in order to give a natural look. The balance of the floor was composed of 6" x 6" quarry tile, over 4" of concrete base, over 4" of pea gravel in order to make workable and cleanable spaces for the small businesses that occupy The Loafing Shed now. 9 Number: 9 Feature: Loafing Shed — Electrical Wiring Date of Feature: ca. 1950 Describe existing feature and its condition: The Loafing Shed did not contain any electrical wiring needed to meet codes for commercial use. Photo numbers: N/A Drawing numbers: "Loafing Shed Rehabilitation" Describe work and impact on feature: All wiring in the entire Loafing Shed was installed new in order to meet the International Building Code and to complement the construction of retail and restaurant spaces. 10 Number: 10 Feature: Loafing Shed - Framing Date of Feature: ca. 1950 Describe existing feature and its condition: The Loafing Shed had framing in place, but was not up to building code for commercial use. Photo Numbers: 20, 21, 24, 25 Drawing numbers: "Loafing Shed Rehabilitation" Describe work and impact on feature: Over the foundation, we constructed 2 x 6 framing around the entire perimeter of the existing Loafing Shed. This was used to create a space to insulate for a thermal blanket surrounding the building. These framed walls act as a support for the roofing system that was laid over the top of the existing roofing structure and was insulated to meet the International Building Code. This allowed for the original wood to be exposed while also reinforcing and stabilizing the Loafing Shed as a whole. 11 Number: 11 Feature: Barn — Siding, Doors &Windows Date of Feature: ca. 1900 Describe existing feature and its condition: Barn was sheathed with wood tongue -and -groove siding painted white. The siding was in a degraded condition with peeling paint, graffiti, and severely damaged or missing sections. Existing wood window frames are in various states of neglect. Photo numbers: 5, 69 79 89 % 10, I L 129 139 Drawing numbers: `Barn Rehabilitation" Describe work and impact on feature: All existing wood dropped lap siding was retained, but where broken, missing or severely deteriorated pieces were replaced with like -kind material, profile and exposure, and painted. Scraped, sanded, and prepped the existing wood siding for new primer and 2 coat paint finish. A vapor barrier was applied to the inside face of the exterior wood siding along with R-21 batt insulation. Existing Ix4 was rehabilitated (scraped, sanded, filled, primed, painted). Where trim was missing, broken or damaged beyond repair it was replaced with like -kind material. Existing wood barn doors and large hatches were rehabilitated. Openings were infilled with thermally broken aluminum storefront systems with clear double -insulated glazing. Colorado Historic Income Tax Credit L U K M H d m N Q E L M LL Q. M N N d M co co LD Packet Pg. 87 3.a El Number: 12 Feature: Barn — Roof & Hoist Beam Date of Feature: ca. 1900 Describe existing feature and its condition: The steeply -pitched gabled roof was covered with corrugated metal over wood shingles. Existing metal was rusted and not securely fastened; wood shingles were not intact, with wide swaths missing shingles altogether. A hoist beam 0065tends just beneath the gable roof on the south elevation. The beam is in fairly deteriorated condition due to lengthy exposure to the elements. Photo numbers: 6, 11, 12, 18 Drawing numbers: "Barn Rehabilitation" Describe work and impact on feature: Removed the existing corrugated metal roofing down to the existing Ix6 wood roof sheathing due to deteriorated condition of metal. Existing roofing that was salvageable was reused elsewhere in the project during tenant finish. A roofing system similar to the SIPS system was installed on top of the existing roof, in order to preserve the original interior look and view of the rafters and to provide an R40 insulation rating. The existing wood hoist beam and associated hardware was retained and rehabilitated: scraped, sanded, filled, primed and repainted to match. 13 Number: 13 Feature: Barn — HVAC Date of Feature: ca. 1900 Describe existing feature and its condition: There was no existing HVAC. Photo numbers: N/A Drawing numbers: "Barn Rehabilitation" Describe work and impact on feature: All HVAC was updated to new high -efficiency furnaces and air conditioning units. 14 Number: 14 Feature: Barn — Plumbing Date of Feature: ca. 1900 Describe existing feature and its condition: There was no existing plumbing. Photo numbers: N/A Drawing numbers: "Barn Rehabilitation" Describe work and impact on feature: Plumbing systems were installed in the building to bring the building up to code. This included new underground plumbing, the plumbing of restrooms, plumbing for brewery systems, and full -range bar, including dish washing equipment in the hayloft. 15 Number: 15 Feature: Barn —Exterior & Interior Paint Date of Feature: ca. 1900 Describe existing feature and its condition: The paint on the exterior and interior of the building has been damaged by time, weather, and neglect. Photo numbers: 1-18 Colorado Historic Income Tax Credit Drawing numbers: "Barn Rehabilitation" Packet Pg. 88 Describe work and impact on feature: The exterior of the building was repainted in such a fashion as to mimic as closely as possible the original paint scheme that was historically applied. This meant repainting, with several coats, the exterior of the building in a white tone. 16 Number: 16 Feature: Barn — Trim, Corbels, fmish Carpentry Date of Feature: ca. 1900 Describe existing feature and its condition: The interior finish carpentry consisted of damaged and peeling wood. Photo numbers: 2, 3, 4, 14, 15, 16, 17, 18, Drawing numbers: "Barn Rehabilitation" Describe work and impact on feature: All interior trim materials were refurbished as much as their deteriorated condition allowed. Where trim materials were unsalvageable, new materials were installed in the same style, or closely resembling the same style as the materials that were historically used. The intent of our design was to complement and continue to adhere to the historic aesthetic used throughout the structure. 17 Number:17 Feature: Barn —Drywall Describe existing feature and its condition: There was no existing drywall. Photo numbers: 2, 3, 4, 14, 151 161 17118 Date of Feature: ca. 1900 Drawing numbers: "Barn Rehabilitation" Describe work and impact on feature: 5/8" drywall was applied to all walls. A skip -trowel finish was applied in the same style as was historically used during the time period when Jessup Farm was active. The intent of our design was to complement and continue to adhere to the historic aesthetic used. N Number: 18 Feature: Barn — Flooring Date of Feature: ca. 1900 Describe existing feature and its condition: The flooring was scratched and deteriorated through the Barn's two floors. Photo numbers: 2, 31 4, 14, 15, 16, 17, 18 Drawing numbers: "Barn Rehabilitation" Describe work and impact on feature: On the ground floor, the flooring was dirt. The Dirt and debris were removed and a slab was poured in its place. The entire ground floor is a sealed, natural tone concrete. The second floor (hayloft) was overlaid with new hardwood flooring, leaving the historic flooring visible from the main floor as the ceiling. E Number:19 Colorado Historic Income Tax Credit Feature: Barn — Electrical Wiring Date of Feature: ca. 1900 L U K M H a� m N Q E L M LL Q. N N d M �O co LD Packet Pg. 89 3.a Describe existing feature and its condition: The Barn did not contain any electrical wiring needed to meet codes for commercial use. Photo numbers: N/A Drawing numbers: "Barn Rehabilitation" Describe work and impact on feature: Electrical wiring was completed per the plans and specifications necessary for the new use of the building as a brewery and to bring the building up to code. E Number: 20 Feature: Barn —Framing Date of Feature: ca. 1900 Describe existing feature and its condition: The Barn had framing in place, but it was not up to code for commercial use. Photo numbers: 1-18 Drawing numbers: "Barn Rehabilitation" Describe work and impact on feature: An interior wall, constructed of 2 x 4 construction, was installed on the inside of the perimeter of the existing building. This allowed for the building to gain some structure and stability but still keep its original look. All floor joists and ceiling rafters were sistered with a new joist and rafter in order to provide the strength needed for occupancy as well as snow loads. The interior rafters were gently cleaned and sealed. Colorado Historic Income Tax Credit m L U K FM a� m N Q E L M a_ Q. M N N d M co co LD Packet Pg. 90 3.a El Number* 21 Feature: Main House Date of Feature: ca. 1900 Describe existing feature and its condition: The Main House consists of two main sections, the original one -and - a -half -story gabled rectangular plan I -house and a two-story addition added shortly after the building was constructed. With walls constructed of painted red brick, the house sits on a stone foundation and is covered by an intersecting hip and gable roof with composition shingles and boxed eaves. Gabled dormers extend from the hipped -roof section on the north and south elevations. Two brick chimneys protrude from the roof, which is asphalt shingle. The south elevation contains a hipped -roof porch within the ell shape of the house. Windows are predominantly arched 1/1 windows with stone sills and single -light hoppers. Photo numbers: Drawing numbers: "Main House Rehabilitation & Addition" Describe work and impact on feature: The soft red brick was scraped, washed, and repainted, with repair to damaged joints and brick completed prior to painting. The foundation was repainted where needed. The existing dormers were rehabilitated as well as the wood siding and trim, with some replacement using in -kind materials as needed. A new entry door that matches the original, missing door was commissioned and installed and other existing doors were rehabilitated. Window frames were rehabilitated and replaced with in -kind materials where necessary. Missing and broken glass was also replaced with in -kind material. The three existing layers of asphalt roof was replaced with new asphalt shingles. Insulation was blown into the attic and trusses were reinforced as needed. The wood flooring was refinished and stained throughout and patched with like materials as necessary. All cracks in the plaster were skimmed and repaired. Interior woodwork --base, trim, and stair railings —was refurbished and repainted. Brick on the chimneys was repointed and damaged joints repaired. The wooden porch railings and columns were rehabilitated. Damaged porch flooring was not salvageable; new floor joists were constructed and new tongue and groove planked floor in the same material and dimensions as original was installed. A 1950s wooden shed -roof addition on the east elevation was removed in 2012 and replaced with a framed addition. Concentrating the new restrooms and kitchen needs in this addition allowed for the preservation of the rest of the structure from both an interior and flooring perspective. To further minimize the addition, it was setting back from the face of the historic building. An egress stair was installed on the east (rear) elevation for fire/ safety codes. In order to create an opening for the new second egress point on the second floor, a portion of the roof on the east side of the original house was removed and a new door and dormer constructed. The interior was rehabilitated for its new restaurant use, as illustrated in the accompanying drawings. E Number:22 Feature: Chicken Coop Date of Feature: ca. 1950 Describe existing feature and its condition: The coop is clad in painted horizontal weatherboard siding on wood frame construction with painted lx6-inch corner posts. The paint is peeling and the original wood is in significant disrepair. The east and west elevation doors are boarded, and each elevation also contains one square, boarded window. The south elevation has a large opening with three windows, all in disrepair. The roof is corrugated sheet metal placed over wood planks with exposed rafter tails on the south elevation. All roof elements have suffered damage. The interior has an earthen floor and the interior walls and ceiling are the exposed side of the exterior siding and roof. The foundation consists of concrete footers Photo numbers: Drawing numbers: "Chicken Coop Rehabilitation" Describe work and impact on feature: The wood dropped lap siding and window trim were rehabilitated (scraped, sanded, filled, primed, and repainted). In places with missing or severely damaged pieces, replacement occurred with in -kind materials. Existing door and hardware was rehabilitated (scraped, sanded, filled, primed, and Colorado Historic Income Tax Credit L U K ca H a� m N_ Q E L ca LL Q. M N N d CO W W LD Packet Pg. 91 3.a repainted). Existing wooden window frame and sash was rehabilitated (scraped, sanded, filled, primed, and repainted). The existing 2x6 rough -sawn wooden rafter tails were prepared for new paint finish consolidated with epoxy as required in the areas with dry rot conditions. The existing corrugated metal roofing was removed down to the existing wood skip lx roof sheathing due to the deterioration of the material and building code requirements related to energy efficiency. Components of the existing corrugated metal that were salvageable were reused in the project during tenant finish. A new galvanized corrugated metal roof was installed as well as galvanized metal half - round gutters with pre- finished round galvanized metal downspouts. A new 4" thick slab concrete foundation was poured. The interior of the coop was divided and walled off to create restrooms on the south side, accessed via the existing east and west door openings, and a functioning chicken coop on the north. The existing wooden planks from the ceiling interior were removed to fill the rafter cavity with batt insulation. The wooden planks were repair and reinstall to interior of the ceiling as finish material. 23 Number: 23 Feature: Mechanic Shop Date of Feature: ca. 1950 Describe existing feature and its condition: The Mechanic Shop was originally constructed as a small square brick building; a wood addition raised its height to a full two stories while a small shed expanded its size to the east. The two-story addition gave the structure a gabled roof that opens to a large bay door on the south elevation. There is an existing gabled roof over the main part of the garage with asphalt shingles. The lower addition has a metal roof. All components are in some state of disrepair. A large bay door is the prominent feature on the south elevation. Another wood door sits to the east of the main bay on the shed addition. Two small boarded windows sit on the west elevation in the brick section, while a large boarded rectangular window sits on the wood addition. The east elevation contains four boarded windows along the shed addition. The exterior siding is white painted wood and brick. Paint is peeling and wood is in disrepair. Brick is damaged in areas, especially on the north elevation where it appears to have had a truck driven into it. Most of the interior is brick. The shed addition consists of the interior side of the wood siding. The shed addition has an earthen floor while the original structure has a concrete floor exists in the original structure. There is a perimeter concrete foundation with a concrete slab through the garage bay. Photo numbers: Drawing numbers: "Mechanic Shop Rehabilitation" Describe work and impact on feature: A new galvanized corrugated metal roof was installed and the rafter tails were painted and epoxied. The existing garage door and tracks were removed and the opening infilled with an aluminum storefront system. The five -panel wood door and hardware were rehabilitated. The windows and sashes were rehabilitated on the east elevation. New aluminum -clad wood awning windows with simulated divided lights were installed. The wood siding and the Ix4 wood corner trim were rehabilitated. The brick was repainted where damaged. The interior was finished with framing and gypsum board and the ceiling insulated. The existing concrete slab was removed and repoured to improve integrity. The interior was insulated and rehabilitated as detailed in the accompanying plans. E Number: 24 Feature: Garage Date of Feature: ca. 1950 Describe existing feature and its condition: The garage is clad in painted wood dropped lap siding and has a gabled, corrugated metal roof with exposed rafter tails. It sits on a concrete slab foundation. Two large garage bays open on the south elevation and a boarded door is present on the north elevation. The east elevation has a boarded window with a wood frame that has some damage as well as peeling paint. Colorado Historic Income Tax Credit L U x FM a� m N_ Q E L M LL Q M N N d ch co co LD Packet Pg. 92 3.a Photo numbers: Drawing numbers: "Garage Rehabilitation" Describe work and impact on feature: The wood window frame and sash on the east elevation was rehabilitated and painted; missing or severely damaged sections were replaced with in -kind materials to match. The wood dropped lap siding and window trim had sections of damaged and missing pieces that were repaired or replaced with in -kind materials and painted. The Ix4 wood corner trim was repaired or replaced as required and painted. On the north elevation, the door and hardware were rehabilitated or replaced with in -kind materials and painted. Exposed rafter tails on the east and west elevations were rehabilitated or replaced when necessary with in -kind materials and painted. The existing corrugated metal roof was replaced with a new corrugated metal roof and gutters and downspouts were installed on the east and west elevations. The infilled door opening on the north elevation was replaced with a new window opening and an aluminum -clad wood divided light double glazed window was installed. The drop siding around window that was cut from the previous opening was replaced. The existing overhead sectional garage doors and tracks on the south elevation were removed; the original openings were retained and filled with an aluminum storefront system. The electric and gas meters were painted to match siding. A spray -on air barrier was applied to the inside face of the exterior wall siding and stud framing with R-19 batt insulation and vapor barrier was installed. The roof was also insulated with insulation panels and batt insulation. A new slab was poured over the repaired floor structure and vapor barrier. 139 Number:25 Feature: Saddle Shop Date of Feature: ca. 1950 Describe existing feature and its condition: The building is clad in painted wood siding and shows damage and degradation in multiple areas. The gabled roof is covered in shingles that are in poor condition. The north elevation contains a large central bay door and an 8/8 paned window at the top of the central bay door. The south elevation contains a large, boarded -up door on its east end. Square, boarded up windows are present on the east and west elevations. The building was previously located between the Garage and the Mechanic Shop, and sat on rotting wooden beams. Photo numbers: Drawing numbers: "Saddle Shop Rehabilitation" Describe work and impact on feature: Existing interior wood sliding door and track/trolley hardware was removed, salvaged and rehabilitated prior to being re- installed on the exterior of the building in an operable fashion. The existing window openings were prepared for a new aluminum storefront glazing system with double insulated low-E glazing. Existing interior wood sliding door and track/trolley hardware was removed, salvaged and rehabilitated prior to being reinstalled on the exterior of the building in an operable fashion. The roof was replaced with galvanized corrugated metal roofing panels. New wood 1 "xB" fascia board was installed on existing/new exposed rafter/truss trails and painted. The existing wood dropped lap siding was retained and repaired, with some replacement of broken, missing, and badly deteriorated pieces with in -kind materials. The existing IA wood trim was rehabilitated. In 2012, the building was relocated to the east of the Mechanic Shop and now sits on a poured cast in place 4" thick concrete slab on grade over vapor barrier. Colorado Historic Income Tax Credit i U x FM a� m N Q E L M u_ Q. M N N d M co co LD Packet Pg. 93 3.a 8. COST ESTIMATE OF PROPOSED WORK Itemized 1. Loafing Shed - Siding 2. Loafing Shed - Roof 3. Loafing Shed - Electrical HVAC 4. Loafing Shed - Plumbing 5. Loafing Shed - Paint 6. Loafing Shed - Trim, Corbels, Other Finish Carpentry 7. Loafing Shed - Drywall 8. Loafing Shed - Flooring 9. Loafing Shed - Electrical Wiring 10. Loafing Shed -Framing 11. Barn - Siding 12. Barn - Roof 13. Barn - Electrical HVAC 14. Barn - Plumbing 15. Barn - Paint 16. Barn - Trim, Corbels, Finish Carpentry 17. Barn - Drywall 18. Barn - Flooring 19. Barn - Electrical Wiring 20. Barn - Framing Total Qualified Rehab Expenditures 9. PROJECT STARTING DATE: October 2013 PROJECT COMPLETION DATE October 2015 10. APPLICANT'S SIGNATURE $65146.96 $179519,88 $719752,00 $295559.60 $19794,04 $79875,70 $105117.73 $115686.55 $259241,72 $415197.02 $15481.88 $109440,00 $369709,69 $335897.63 $111539.14 $141258.26 $75621.00 $115790.81 $27,830.58 $47,848.57 $4279552945 I hereby apply for preliminary approval to proceed with the above described work for which I intend to claim a state income tax credit for historic rehabilitation. I attest that I am the property's owner or a qualified tenant with a lease of five or more years and that the information I have provided is, to the best of my knowledge, true and correct. I hereby agree to allow representatives of the Reviewing Entity access to the property as may be necessary and reasonable for the review and approval of this application. Name Date Colorado Historic Income Tax Credit m L U x FM a� m N Q E L M a_ Q. N N d M �O co LD Packet Pg. 94 3.a CERTIFICATIONS (for official use only) Name of Property Jessup Farm Artisan Village Applicant Jessup Farm LLC The Reviewing Entity certifies that this property: is individually listed in the State Register of Historic Places. X is a local landmark designated by a certified local government (City of Fort Collins Ordinance No. 065, 2013) is located in a historic district that is: on the State Register of Historic Places locally designated by a certified local government; and this property contributes does not contribute to the significance of the district. is not listed in the State Register of Historic Places nor is it a local landmark designated by a certified local government. The Reviewing Entity has reviewed the application and: approves the application as submitted and grants preliminary approval authorizing the owner to proceed with the proposed work. approves the application with the conditions stated below and grants preliminary approval authorizing the owner to proceed with the work with the understanding that these conditions shall be met. rejects the application for the following reason(s): tables the application and requests the following additional information before the application will be reconsidered: Reviewing Entity: City of Fort Collins June 21,2017 (specify SHPO or name of CLG town) Colorado Historic Income Tax Credit Date L U x M FM a� co m N Q E L M LL Q. N N d M �O �O LD Packet Pg. 95 3.a APPLICATION FOR COLORADO STATE INCOME TAX CREDIT FOR HISTORIC PRESERVATION Pursuant to House Bill Pursuant to House Bill 90-1033 (CRS 39-22-514) PART 2 -- FINAL APPROVAL 1. PROPERTY INFORMATION Name of Property: Jessup Farm Artisan Village Address 1921, 19271 19331 19399 1945, 1951, 1957 Jessup Drive, Fort Collins, CO 80525 Name of Registered Historic District n/a Property Type: personal business X investment (rental)_ Use of Property: Before Rehabilitation: Abandoned dilapidated farmstead; vacant property After Rehabilitation: Commercial Retail Legal Description: Block 4, Lots 1, 2, and 3, and Outlot A, Bucking Horse Filing One City of Fort Collins, County of Larimer, State of Colorado 2. APPLICANT INFORMATION (taxpayer claiming the credit) Name Jessup Farm LLC Type of Entity: Limited Liability Company Name of authorized company official: Gino D. Campana, Manager (if applicant is not an individual): Business address: 7307 Streamside Drive, Fort Collins, CO 80525 Telephone: (970) 229-5900 Residential address: 7307 Streamside Drive, Fort Collins, CO 80525 Taxpayer Identification Number (or Social Security Number): Applicant is: (check one) owner tenant 3. OWNER INFORMATION, if applicant is other than owner (if owner is applicant, write "same") W= City/Town Telephone ( ) 4. PROJECT CONTACT State Zip X Applicant Owner Other (specify below) Name Jessup Farm, LLC, Gino D. Campana, Manager Address 7307 Streamside Drive City/Town Fort Collins State Colorado Zip 80525 Telephone (970 ) 229-5900 Colorado Historic Income Tax Credit Packet Pg. 96 3.a 11 5. PROJECT STARTING DATE: October 2013 PROJECT COMPLETION DATE: October 2015 11 6. PHOTOGRAPHS OF THE PROPERTY MUST BE INCLUDED (see instructions) 7. PROJECT COSTS (Itemized): Work for Which Tax Credits is Being Sought: 1. Loafing Shed - Siding $ 65146.96 2. Loafing Shed - Roof $17,519.88 3. Loafing Shed - Electrical HVAC $719752,00 4. Loafing Shed - Plumbing $295559.60 5. Loafing Shed - Paint $ 15794.04 6. Loafing Shed - Trim, Corbels, Other Finish Carpentry $ 79875,70 7. Loafing Shed - Drywall $10J 17,73 8. Loafing Shed - Flooring $115686.55 9. Loafing Shed - Electrical Wiring $255241.72 10. Loafing Shed - Framing $411197.02 11. Barn -Siding $ 1,481.88 12. Barn -Roof $105440.00 13. Barn -Electrical HVAC $365709.69 14. Barn -Plumbing $3307.63 15. Barn - Paint $11,539.14 16. Barn - Trim, Corbels, Finish Carpentry $145258.26 17. Barn -Drywall $ 75621.00 18. Barn -Flooring $11,790.81 19. Barn - Electrical Wiring $271830.58 20. Barn -Framing $475848.57 Total Qualified Rehab Expenditures $4279552.45 Additional Work Beyond Maximum Amount of Tax Credits Allowed: 21. Main House $547,321.16 22. Chicken Coop $835636.86 23. Mechanic's Shop $102,357.18 24. Garage $381114.68 25. Saddle Shop $1065674.26 Total qualified costs: $4279552.45 Total project cost: $193059656.59 8. APPLICANT'S SIGNATURE I hereby attest that I am the property's owner or a qualified tenant with a lease of five or more years, that all work on this project has been completed and executed according to the proposed project description as stated in Part 1 and approved by the Reviewing Entity, and that all itemized costs are allowable to claim for tax credits under CRS 39-22-514 (12)(e)and(g). I hereby agree to allow representatives of the reviewing entity access to the property as may be necessary and reasonable for the final approval of the completed work. Name Date Colorado Historic Income Tax Credit Packet Pg. 97 3.a CERTIFICATION (for official use only) Name of Property Jessup Farm Artisan Village Applicant Jessup Farm, LLC The Reviewing Entity has reviewed this application and: Approves the completed work Does not approve the completed work Returns the application and requests additional information as stated below before the application will be reconsidered. CGaI o TOTAL APPROVED AMOUNT FOR REHABILITATION: $ $427,552.45 Reviewing Entity: City of Fort Collins June 21, 2017 (specify SHPO or name of CLG town) Date ****NOTICE TO TAXPAYER**** DO NOT FILE THIS FORM WITH YOUR TAX RETURN Colorado Historic Income Tax Credit Packet Pg. 98 3.a VERIFICATION OF QUALIFIED NATURE OF HISTORIC PRESERVATION EXPENDITURES (To Be Filed With Tax Return) QUALIFIED PROPERTY Name of Property: Jessup Farm Artisan Village Address: 1921, 1927, 1933, 1939, 1945, 1951, 1957 Jessup Drive, Fort Collins, CO 80525 City/Town: Fort Collins County: Larimer Historic District Name (if applicable) TAXPAYER Colorado Taxpayer lD Number (or SSN) Name Jessup Farm, LLC Address 7307 Streamside Drive Phone (970) 229-5900 City/Town Fort Collins State CO Zip 80525 QUALIFIED COSTS AND AMOUNT OF TAX CREDIT Total Qualified Cost for Project: Maximum Tax Credit for Project: Maximum Tax Credit for this Taxpayer: PROJECT COMPLETION DATE: REVIEWING ENTITY Name: City of Fort Collins Authorized Official: Address: PO Box 580 City/Town: Fort Collins $4279552945 $50,000.00 $50,000000 October 2015 Chair, Landmark Preservation Commission Phone (970) 224-6078 State: Colorado Zip: 80522 I, the duly, authorized official of the above named Reviewing Entity, hereby verify that the above named property is a qualified property pursuant to CRS 39-22-514(12)(h) and that the completed qualified rehabilitation meets the provisions of CRS 39-22-514(3)(a)(III)(A)(B)(C). By: (signature of official) Colorado Historic Income Tax Credit Date m L U x M FM a� co m N_ Q E L M a_ Q. N N d ch co co LD Packet Pg. 99 3.b Barn & Loafing Shed Before and After Pics Photo 1 c O �a s' W N a u 1L O M iF O d L U x M W 0) `Ca Cn a E M LL Cn M LO Cn L d: L W Q C Ca 0) L O 4- W m d t N C to O J 06 C L ca m C d E V ca El Packet Pg. 100 I I -► NW r - r 1l of -a ;VA T l� 3.b Photo 3 pw�,.. � 4 MW 12 a O �a a� N L a 'i O 2 L W L (U x H a� CO a� �a a E L m LL Q N N i M LO v N N L 7 u 'a L N Q C d L O m t Cn i O J 06 C L in Im f+ C E L 4+ a Packet Pg. 102 3.b Photo 4 (Before) Packet Pg. 103 t t �lc, t \ �■11��i poll 04 e� { _ - „,W'q w ry mw 3.b 14 c O �a W N a O O L X M Ca c <a Cn a M LL^ IN Cn W n M u 'a a� Q c ca a) i O 4- O d t N C ca O J 06 C i ca m C d E V ca El Packet Pg. 106 3.b Photo 7 1 ter` 0 as N L a Lo x as L U K H m m N Q E m LL Q N N d <h co co Ln N 'a m Q a� L 0 m m a� CO 0 J ad C L m r-� C d C� r� El Packet Pg. 107 3.b IF Mlr6J i IP Packet Pg. 108 3.b Photo 8 f �swami 7 s y c O �a W N a u 1L O L O L U x M H a� is a� ca c is Cn a E M LL Cn M N u 'a L 1H Q C Ca d L O 4- N c Ca O J 06 c L ca m C d E V to El Packet Pg. 109 3.b �a N a E L m um Q N N i M LO v d L O m t Cn Cm i O J 06 C L in f+ C E L 4+ El Packet Pg. 110 3.b Photo 9 400�� Packet Pg. 111 AVA t qn'i 3.b Packet Pg. 113 3.b Photo 11 Packet Pg. 114 3.b Photo 12 Packet Pg. 115 3.b Photo 13 NW c O �a N a x L O L X m H O Cn O ca C Ira VI E L m LL Q 3 V1 N d M to to Ln N 4) L 7 a� V d: L Q C L O 4- O m d t CO C to O J 06 C L ca m C d E V ca El Packet Pg. 116 v t r 1( 1 ,. III j � IF U 10, 3.b Photo 15 AIF El Packet Pg. 118 3.b Photo 16 �a N a E L m um Q N N i M LO v d L O m t Cn Cm i O J 06 C L in f+ C E L 4+ El Packet Pg. 119 1.1 3.b Photo 18 Photo 19 Packet Pg. 121 No Text 3.b Photo 20 Packet Pg. 123 3.b Packet Pg. 124 3.b Photo 21 . / ALatr-rv. A El Packet Pg. 125 9 {I{ it.� Tom\ 3 T Ir 3 '- .00000 1 3.b Photo 24 E� Packet Pg. 128 3.b Photo 25 �a N a E L m um Q N N i M LO v d L O m t Cn Cm i O J 06 C L in f+ C E L 4+ El Packet Pg. 129 10 Y 1N ry Ire- i i1 F � s i�/ o•cs i.,;\d �'�,• max(• �,r .. ,;q1 ,.fj�'5lyf�[L =j�,1 r+ `� +. �fyigr .de ■ 1 �.PF I ri .,ilk '- Elba r�- u i 3.b Photo 27 •�� f� �.l%" mil. v i Packet Pg. 131 3.b Photo 28 mIk El Packet Pg. 132 3.b i ` r Packet Pg. 133 3.c BEFORE PHOTOS Jessup Farmhouse - South Elevation Packet Pg. 134 3.c Jessup Farmhouse - East and North Elevations Jessup Farmhouse - East Elevations Cn O O M a a) i O 4- a) m O a1 C .Q E M N C a) E M v zo Packet Pg. 135 t- I -`�INS 'R 3.c Saddle Shop - South and East Elevations Garage, Saddle Shop, Mechanic's Shop - South and East Elevations Cn O O a i O 4- O m O a1 C .Q E m N C O E v zo Packet Pg. 137 3.c Garage - West and South Elevations 19. Loafing Shed - West and South Elevations Packet Pg. 138 1 I�"IMI =4 MM �r J O RIi +ctrr rtav �'F7 -:, B':AI,iA1`{L,�� �kircrN;'c��y�,'.�g Zl+a`. �r°a`'!4`",. .r4! 3.c uz t qV- ram•" r�_....��''�} ����5 a„a '..xz �,� �^'��' � ,.. ` r _. � r"' gt�►a`rn� •+� ==.:_�. '�.:i¢ �.�F.:''� _ _ r%. �'*���.,T ram. .�. •"' .tip,: � _ �,e �+�sr.��.mr• _ '�.-.;:.,s. Chicken Coop - East Elevation Packet Pg. 140 Existing Trees (Represents Dripline of Trees) Retail Space/Artisan Campus Industrial - Manufacturing/ Production/Warehouse Single Family Lots Building Dimensions OCaretaker's House - 32' 4"x26'-4" O Chicken Coop -24'-2"x30'-3" )Main House - 26' 4"x54' 4" ® Garage - 23' 4'x23' 4" O Loafing Shed - 27' 40x142'-0" © Mechanic Shop - 32'-4"x28'-4" O7 Barn - 46'-5"x32'-4" ® Building on Stilts - 2T-4N23'41 Land Use Breakdown Total Land 13 AC (566,318 SF) Total Light Industrial 38,000 SF Total Retail 71446 SF Single Family Lots 12 Timberline Fruit Tree, typ. 3d. Sewer/Water Connection Easement and Pedestrian Trail Connection Detention/ Water Quality Pond Wine Cave 16 Diagonal Q Parking LL Path ConnectiorL to upper terrace= Lookout V) Water W Connection LU .� Plaza C C) to U IUU LUU JUU , ` Path Herb Garden russell+mills �� Connection studios Jessup Farm 33ELLISiM(D Preliminary Site Plan Packet Pg. 141 Service Drive -OW J Industrial ::V, (15) 0 20 40 80 Section A -A' Drive Existing Grade Building #2 0 20 40 80 Section B-B' Plaza Parking Lot V�"4t Existing Grade (Drive .1 Parking Lot 1 Slope (Plaza'r1-r•.' T . •ti�T Parking, Lot v J Fruit Trees O 1 t nberline Drive 3d. Q LL a Mn U) U) LU n m russell+mills studios Jessup Farm ections Packet Pg. 142 Existing Access Drive Grade 0 30 60 120 Section C-C' Existing Trees Caretaker's House Fruit Trees Farm to Fork Parking Lot Existing Trees Restaurant S%O�,t �� t� Single Family .K -• 'F `r• ,: L.J[i d -fy --- Lots--- � 3d. rM 0 M J Q LL a Mn Cn LU n T r 0 N V Q 0 M E t C.� Q m russell+mills studios Jessup Farm ection Packet Pg. 143 No Text m russell+mills studios 3d. View looking north west a 0 M m m L a U a J Q LL a Mn Cn Cn W n T r 0 N V 0 Jessup Farm 3d View Packet Pg. 145 z limp 1 .>f A 1 w m russell+mills studios 3d. View looking south east Q LL a U) W n M AMA E t V i Jessup Farm 3d View Packet Pg. 147 m russell+mills studios 3d. View looking north east Q LL a Cn Cn w n M AMA E t V i Jessup Farm 3d View Packet Pg. 148 � ��G •1a + 8.VP. du � OEj zp 1 == m russell+mills studios 3d. '4 oe I: Q'4 1. c ° 1 c !• ! I. • fh� P10 L� ,O Off. Ca �..e 0 � 0a 2 c O 4w 11 — .ems � L��: � View looking north west Jessup Farm 3d View Packet Pg. 149 m russell+mills studios 3d. View looking north west a 0 M m m L a U a J Q LL OM Mn Cn Cn W n Jessup Farm 3d View Packet Pg. 150 3d. View looking east rM 0 M rM m m L a U a J Q LL a Mn U) U) LU n T r 0 N V 0 m russell+mills studios Jessup Farm 3d View Packet Pg. 151 lksl�& �s le or f�l ' a m NORTH EAST SOUTH WEST 3 BARN - NORTH ELEVATION - EXISTING 11 q;N-EAST ELEVATION - EXISTING . BARN 4JO ELEVATION -EXISTING n!MN- WEST ELEVATION - EXISTING 1/8" =1'-O• lJ 1I8" =1'-0" �% 1I8" =1'-0' �' 1/8" =1'-0" n BARN- NORTH ELEVATION - PROPOSED '? AMN EAST ELEVATION - PROPOSED l! BARN4 fH ELEVATION - PROPOSED nBARN-WEST ELEVATION - PROPOSED 1/8"=1'-O' Ll 1/8"=1'-0" l:J 1/8"=1'-0" Ll 1/8"=1'-0" 0 Al (E)w. FRAME WINDOWTO BE REHABILITATED OR RERACED W/ INAND MATERIALS TO h TCH(E), PAINT A2 (E)000RANDHAftDWARETOBEREHABILITATEDORREPIACEDW/IN-KINDMATERIALSANDFLXEDINOPERPOSITION. OPENINGTOBEINILLBDW/ALIIMSTOREFRONTSYSIFM A3 (E) DOOR AND HARDWARE TO BE REHABILITATED OR REPLACED W/ IN -KIND MATER AND FIXED IN OPEN POSITION. OPENING TO BE WILLED W/ M. FRPNE DBL. GLAZED DMDED DGNT WINDOW m (E) DROP SIDING AND MOM TRIM TO RBNJN,BROKEN/ MISSING PIECES TO BE REPLACED W/ IN -KIND MATERIAL, PAINT AS (E) MEPAL R00FTO BE RFNOVED, OMGINALSKIP SEE ING TO RFAWN &101m / MN lNG PIECES TO BE REPL M W/ IN-WND MAnM&. INSFPLL NEW i /2" PLMOOD W/ 5" MGIDIWULATIONOVERROOFPAPERW/3/4'EX MORGRADEPLYWD.NAILERLAMINATEDTOINSUTATIMJ ATTATQ DTORAFIER NEW CORRWATEDMETAL R00FlNG PANELS OVER ICE AND WATER SHEIID A] (E)HOIST BFPMANO HARDWARD TO BE REHABILITATED,PALM AB NW ALUMIMIMQ WIOED UGNT WD. WINDOW W OBL IMULITED GL/SING IN ORIGINAL O lNG A9 (E) DOOR AND HARDWARE TO BE REHABILITATED OR REPLACED W/ IN -KIND MATERNILS, PALM A39 NEW ALUMINUM STOREFRONT SYSIFM IN NEW''OPENING L y VIEW -FROM NW J ME 0 Lu �o Qa ILL O aL) �? cn o w J J MW W z O ALLER•LINGLE-Imae ARCHITE7'8 Ix O me LL 712 WHAIERS WAY SUITE,BU FORT COLLIUS, Co"IFI1� O (W0)2211VD 5y w.wi allu IlKlem Ww%W Z a BARN Uo 12nM1 1 LPC A It Packet Pg. 153 F A BB B 'c C CC D az-e ya� �fi� _ ! --�=a ob Ir a I I B I I I I rhh FIRST FLOOR PLAN ■ II L 3 Vim FROM N MI e i 1M 317Vim FROM F ul 7 : / SECOND FLOOR PLAN _son ':;; r;13FJVII FROM 5 6� 1 �i I, tr Trm 1►N ■r f 6 317 Vlcw FROM 5W ul a / 3d. W FIIIIII mg Qa LLW a° cn o Lu W m z O ILLER • ONGLE • "^-sW ARCRITEIx RB O MIM LL 712 WHAIERS WAY SUITE,BU FORT COLLINS, CO 8852 O w.wi(W8(2211828 ,v . a ler-Nglenassry w%W Z a FLOOR PLANS mu 110 y ILIMI 9 A1.1 Jo It Packet Pg. 154 w O z Q KEY NOTES DESCRIPTION IDOW TO BE REHABILITATED OR REPLACED W/ INTKIND FCH (E), PAINT AD DIVIDED LIGHT WD. WINDOW W DBL. INSULATED PENING DWARE TO BE REHABILITATED OR REPLACED W/ i, PANT ASCIA BOARDS TO BE REHABILITATED OR REPLACED ALS, PAINT TO BE REPLACED WITH NEW ASPHALT ROOF 'POIWED WHERE DAMAGED, PAINT BRICK PATIO WALL WITH STONE CAP, PAINT BRICK PAINT HORIZONTAL CEMENT FIBER SIDING W/ 1X CEMENT 1SCIA BOARDS )F TO MATCH MAIN HOUSE VD DOOR W/ HALF WE 3ER STAIR WI OPEN GRATE TREADS AND ING OF (E) ROOF TO INSTALL NEW DOOR AND DORMER. DORMER ROOF W/ ASPHALT SHINGLES TO MATCH SABLE END TO BE FINISHED WI BRICK PAINT BILL GLASS WOOD DOOR W/EMBED LITES 1(1LUMNS AND FLOORING TO BE REHABILITATED OR IND MATERIALS TO MATCH (EF PAINT ING AND 1X WD. TRIM TO BE REHABILITATED OR IND MATERIALS, PAINT 3d. 0 w FIIIIII wO Qa LLO aL) I z �OC C W CIO � J J MW W o. U) rlib z O ILLER• LINGLE • Wso U ARCHITEIx 7'8 O me LL 712 WHAIERS WAY SUITE, BU FORT COLLINS, CO 80520 O w.wialRUT)2211VD �y er-0nDlenassry w%w Z a MAIN HOUSE �� tIa 1 T"T uw wLCP a B J � a Packet Pg. 155 404 fll�l 3d. 0 w �o Qa LLO aL) �? cn o w J J W m z O ILLER • ONGLE • "^-sW U ARCRITEIx 1�i5 O mc LL 712 WHAIERS WAY SUITE,BU FORT COLLINS, CO 80520 O w.wiRW012211VD �y alI w%W Z a FLOOR PLANS Ro Zuni Nox A1.1 A Jo It Packet Pg. 156 NORTH EAST SOUTH WEST n LOAFING SHED - WEST ELEVATION 1I6" =1'-0" 4 LOAFINGSLED -EAST ELEVATION KEYNOTES NOTE 17 DESCRIPTION A5 (E) METAL ROOF TO BE REMOVED, ORIGINAL SKIP SHEATHING TO REMAIN BROKEN/ MISSING PIECES TO BE REPLACED WI IWKIND MATERIAL. INSTALL NEW 1Q"PLYWOOD WI S" RIGID INSULATION OVER ROOF PAPER WI 3/4" EXTERIOR GRADE PLYWD. NAILER LAMINATED TO INSULATION ANDATTATCHEDTORAFTER. NEW CORRUGATED METAL ROOFING PANELS OVER ICE AND WATER SHEILD A14 (E) EXPOSED HEAVY TIMBER FRAMING TO BE REHABILITATED OR REPLACED W/ IN -KIND MATERIALS A15 NEW ALUM. STOREFRONT SYSTEM ON NEW CONCRETE FROST WALL SET IN FROM FRONT FACADE OF BUILDING A16 (E) METAL WALL PANELS AND 2X6 PURLINS TO BE REMOVED, INSTALL NEW 241NFILL FRAMING BETWEEN (E) TIMBER COLUMNS. NEWRIGID INSULATION OVER EXTERIOR GRADE PLYWOOD ATTACHED TO INFILL FRAMING. PLACE WEATHER BARRIER OVER PLYWOOD AND REINSTAIl EXISTING CORRUGATED PANELS WHERE IN GOOD CONDITION, OTHERWISE REPIACE WITH NEW PANELS TO MATCH EXISLING A40 GALV Mn FASCIA TO BE ADDED TO COVER NEW ROOF ASSEMBLY MI, 0 w FIIIIII mg wo Qa ILL O aL) inZ cn o w J J W m z O ILLER • LINOLE - WII U ARCHITEIx Pb O me LL 712 WHAIERS WAY SUITE, BU FORT COLLINS, CO 80520 O w.wialRUT)2211VD �y I w%w Z a LOAFING SHED Ro 12nen1 uw LPC Jo It Packet Pg. 157 F- I I I I I I I I I I LOMING SHED U17 SF LOAFING SHED COLUMN SLPLE N16-1'-8" FLOOR PLAN - WALL AT 1 3D FROM E LJ ME Lu L0 i �o Qa LLO aL) �? cn o W (� J J W m (lb �- U) O ALLER•ONGLE•M-So U ARCHITEIx 78 O mc LL 712 WHAIERS WAY SUITE,BU FORT COLLINS, CO 88520 O (glolzuta55o W w.wialRUT)2l ryiv� Z a FLOOR PLAN isNn No A1.1 It Packet Pg. 158 C0 Q W NORTH EAST SOUTH WEST MECHNAIC NORTHEXISTING/1 MECHANIC SHOP - EAST- EXISTING h MECHANIC SHOP- SOUTH - EXISTING MECHANIC SHOP -WEST -EXISTING I iB"=1'-0 U 1B"=1'-0" U 1B"=1'-0" U iB i= 1 r„T VIEW -FROM SE LJ KEYNOTES NOTE DESCRIPTION Al (E)WD. FRAME WINDOW TO BE REHABILITATED OR REPLACED W/IN-KIND MATERIALS TO MATCH (E), PAINT A2 (E) DOOR AND HARDWARE TO BE REHABILITATED OR REPLACED W/ IN -KIND MATERIALS AND FIXED IN OPEN POSITION. OPENING TO BE INFILLED W/ ALUM. STOREFRONT SYSTEM A4 (E) DROP SIDING AND WINDOW TRIM TO REMAIN, BROKEN/ MISSING PIECES TO BE REPLACED W/IN-KIND MATERIAL, PAINT AB NEW ALUMINUM CLAD DMDED HGHT WD. WINDOW W DBL INSUTATED GLAZING IN NEW OPENING A9 (E) DOORAND HARDWARE TO BE REHABILITATED OR REPLACED W/ IN -KIND MATERIALS, PAINT A13 (E) EXPOSED RAFTER TAILS TO BE REHABILITATED OR REPLACED WITH INXIND MATERIAL, PANT A17 REMOVE(E)HEXAGON ASPHALT SHINGLE SI DING AND REPLACE WITH DROP SIDING TO MATCH ADJACENT, PAINT A19 NEW STEEL LINTEL AND ALUM CLAD WD. DMDED LIGHT DBL GLAZED WINDOW TO BE PLACED IN (E) STRUCTURAL BRICK WALL TO REPLACE AREA OF DAMAGED BRICK A20 (E) CORRUGATED METAL ROOF TO BE REPLACED W/ NEW CORRUGATED METAL ROOF. A21 (E)ASPHALT ROOF TOBEREPIACEDWITHNEWASPHALTROOF A22 (E) BRICKTO BE REPOINTED WHERE DAMAGED, PAINT A24 MISSING BROKEN SINGLE PANE GWINGTO BE REPLACED W/ SINGLE PANE GLAZING, PAINT FRAME L fl� ME rm O m 0 C W G �o LL O (.0 �z U)2 CiL W Fn J FGn J W m T r Q N V Q 0 (lb ae'ROW F- U) Z O ALLER•UI E•MAM U ARCHITEQ Of is O 712WMN IOWAYSUIT FORT COLLI NS, Co3 O wmra(970) 2231VD il�iemasseymm Z ! 9 MECHANIC SHOP y m 11 am IX i Nox z 0 LPC 5 Packet Pg. 159 F 2 3DMm FROME lU L MECHANIC SHOP - FLOOR PLAN No E 1,a-1� NORTH n 3D View FROM NE U n 3D View FROM W vfir. .CTJ r 3d. 0 Lu t- �O Qa LLW a° =)Z cn o W " J J Lu m I b z O ALLER•ONGLE-Im-s E/ U ARCHITEIx 78 O mc LL 712 WHAIERS WAY SUITE, eU FORT COLLI US, CO"IFIM O w.wial(WO)2211VD �y I wqw Z a MECHANIC SHOP FLOOR PLAN ELEVATIONS 11N mm MCI ox A1.1 A Jo It Packet Pg. 160 NORTH EAST SOUTH WEST lI SADDLESHOP- NORTH - EXISTING 0SADDLESHOP-EAST-EXISTING nSADDLESHOP-SOUTH-EXISTING 4 SADDLESHOP-WEST- EXISTING lJ 1/4" =1'-0' Ll 1/4" =1'-B" lJ 1I4" =1'-0" 1/4" =1'-B" n SADDLE SHOP -NORTH -PROPOSED n SADDLESHOP-EAST -PROPOSED n SADDLESHOP-SOUTH-PROPOSED n SADDLE SHOP - WEST -PROPOSED U ilb"=1'-ry• lJ 1/4"=1'-p^ U 1/4"=1'-0" �% 1/4"=1'-B" KEYNOTES NOTE DESCRIPMON Al (E) WD. FRAME WINDOW TO BE REHABILITATED OR REPLACED W/ IN -KIND MATERIALS TO MATCH (E), PAINT A4 REMAIN, (E) DROP SIDING AND WINDOW TRIM TO REM,BROKEN/ MISSING PIECES TO BE REPLACED W/IN-WND MATERIAL, PAINT m (E) DOOR AND HARDWARE TO BE REHABILITATED OR REPLACED W/ IWKIND MATERIALS, PAINT Al2 (Ey MISSING WD. FASCIABDARDS TO BE REHABILITATED OR REPLACED W/ IN -KIND MATERIALS, PAINT A 7 (E) WD. SHAKE SHINGLE ROOF TO BE REPLACED W/ NEW CORRUGATED METAL ROOF A32 NEW ALUM. CLAD WD DOOR W/ HALF LITE LVIEW - FROM SE U VIEW - FROM NW \l 3d. a of W O712WMN RS WAY SUIE FORT COLLI NS, Co O (WO) W.aia<almiessevmFJ Z S SADDLE SHOP R "ot �>< 12nen1 a LPC A Packet Pg. 161 Illk r oil �i t I PzAmi s y li 1 1� I�J a --- - x= __' NORTH EAST SOUTH n GARAGE -NORTH -EXISTING n GARAGE -EAST -EXISTING n GARAGE -SOUTH -EXISTING nCARAGE-WEST-EXISTING L 1/4"=1'-ry• lU 1I4"=1'-0" �% 1/4"=1'-0" KEYNOTES NOTE DESCRIPTION Al (E) WD FRAME WINDOW TO BE REHABILITATED OR REPLACED WI IN -KIND MATERIALS TO MATCH (E), PAINT A4 (E) DROP SIDING AND WINDOW TRIM TO REMAIN, BROKEN/ MISSING PIECES TO BE REPLACED W/IN-KIND MATERIAL, PAINT A9 (E) DOOR AND HARDWARE TO BE REHABILITATED OR REPLACED W/ I WKIND MATERIALS, PAINT A13 (E) EXPOSED RAFTER TAILS TO BE REHABILITATED OR REPLACED WITH IN-M ND MATERIAL, PAINT A20 (E) CORRUGATED METAL ROOF TO BE REPLACED WI NEW CORRUGATED METAL ROOF. A25 NEW ALUM CLAD WD. DIVIDED LIGHT DBL. GLAZED WINDOW TO BE PLACED IN NEW OPENING. REPLACE SIDING CUT FROM PREVIOUS OPENING A26 (E) OVERHEAD SECTIONAL GARAGE DOORS TO BE REMOVED. OPENING TO BE INFILLED WITH ALUM .STOREFRONT SYSTEM L L/n VIEW - FROM NW WEST J MIN Q ILL a Lu O 75 Fn Tr I ALL R•LINGLE"MA50 ARCHITEEM O m. LL 712 WMIERS WAY SUITE, BU FORT COLLINS, CO 80520 O w.wialRUT)2211VD �y I w%W Z a GARAGE lvun uox o LPC A Packet Pg. 162 NORTH EAST SOUTH WEST n CHICKEN COOP - NORTH - EXISTING n CHICKEN COOP- EAST- EXISTING n CHICKEN COOP -SOUTH - EXISTING n CHICKEN COOP -WEST -EXISTING U 1I8"=1'-U, V 1/8"=1'-0" 1/8"=1'-0' 1/8"=1'-0" n CHICKEN COOP - NORTH - PROPOSED n CHICKEN COOP- EAST- PROPOSED n CHICKEN COOP -SOUTH - PROPOSED n CHICKEN COOP -WEST -PROPOSED �% 118"=1'-0" �% 1/8"=1'-0" U 1/8"=1'-0' �% 1l8"=1'-0" n„ VIEW -FROM SE L KEYNOTES NOTE DESCRIPTION Al (E) WD. FRAME WINDOW TO BE REHABILTATED OR REPLACED W/ IN -KIND MATERIALS TO MATCH (E), PAWL A4 (E) DROP SIDING AND WINDOW TRIM TO REMAIN, BROKEN/ MISSING PIECES TO BE REPLACED W/ IN/KIND MATERIAL, PAINT A9 (E) DOOR AND HARDWARE TO BE REHABILITATED OR REPLACED W/IN-KIND MATERIALS, PAINT A13 (E) EXPOSED RAFTER TAILS TO BE REHABILITATED OR REPLACED WITH IN -KIND MATERIAL, PAINT A20 (E) CORRUGATED METAL ROOF TO BE REPLACED W/ NEW CORRUGATED METAL ROOT 0- MIN 0 w H mg wo Qa ILL O aL) DZ cn o w J J W m �I��� O ALLER • UNGIE • MA9+,y U ARCHITE Ix Em O me LL 712 WHAIERS WAY SUITE,BU FORT COLLI US, C0"IFI � O (WO)2211VD �y w.wi.aier-IKIi� WC%W Z a CHICKEN COOP Uo 1M 1 Jo LPC A Packet Pg. 163 It I IWA pr eA eA irk NORTH /.1 CARETAKER - NORTH - EXISTING 1B"=1'-0 n CARETAKER - NORTH - PROPOSED U 1B"=1'-0" L EAST n CARETAKER - EAST- EXISTING Z JJW 1'4 n CARETAKER -EAST -PROPOSED SOUTH n CARETAKER -SOUTH -EXISTING lJ 1/8"=1'4 n CARETAKER -SOUTH -PROPOSED KEYNOTES NOTE DESCRIPTION Al (E)WD. FRAME WINDOW TO BE REHABILITATED OR REPLACED W/IN-KIND MATERIALS TO MATCH (E), PAINT m (E) DROP SIDING AND WINDOW TRIM TO REMAI N, BROKEN/ MISSING PIECES TO BE REPIACED W/ IN -KIND MATERIAL, PAINT AD (E) DOOR AND HARDWARE TO BE REHABILITATED OR REPLACED W/ IN -KIND MATERIALS, PAINT Al2 (Ey MISSING WD. FASCIA BOARDS TO BE REHABILITATED OR REPIACED W/ IN-WND MATERIALS, PAINT A21 (E) ASPHALT ROOF TO BE REPIACED WITH NEW ASPHALT ROOF A22 (E) BRICK TO BE REPOINTED WHERE DAMAGED, PAINT WEST n CARETAKER -WEST - EXISTING U 1B"=1'-0" n CARETAKER -WEST -PROPOSED 118..=1.-0.. VIEW-FRGMNW MIN 0 W FIIIIII mg wo Qa LLO au =)Z cn o w " J J W m z O A R•LINORE•MAS{y U ARCHITE48 O me LL 712 WHALERS WAY SUITE, BU FORT COLLI US, CO Bo5x51� O RUT)2211VD �y w.wi.aier-IKIi� Wwyr Z aS CARETAKER HOUSE � 12nen1 uw LPC Jo Packet Pg. 164 Packet Page 165 3.e in rp%o 1 SOUTH WEST (9f" 1-0ATlON •E%ISTING ^gfflNAELEVATION- EXISTING 4 BARNSOUTN ELEVATION-IXISTINGyN� � .—jam— - '� - ELEVATION •E%IS11NG _— n BARN -NORTH ELEVATION -PROPOSED va-T-0 SO�FROM SE W Ef Ir �7■ iiy�■Y ■■ ii11111�ii 0 R. KEY BARN - SOUTH ELEVATION -PROPOSED 1AP-- L w =1' L x H a� 1 � I� 1 � I> I= �a I RE um Q In - -- M I � 11) IIII Z � R,A VIEW -FROM NW ix H , z Z Q ALLEI � I.L O nxw L O m Z i ea � a � Y ■ a Packet Pg. 166 3.e ABBREVIATIONS O AT Now AFF. Monwd FulFloor RI.0 wn CarbY AHU. M41vailq UnE N.TS NwbSub BA A Df NOM Fbmbl BA Bawlmrk QA par/ CJ. 00001jaw QC. Cn Censer CM.U. Comb Mori tkA D.C. Cutrbe Dianwbr Cu. DJIIaaeIE Lhk QN OMIAem CAB, Do" PLU Plael Wwo CENTL Caere Tb P.T. Pncsurnrraba CCNT. 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In Au Nfrn.us ro of tIOTNtm rm NY4Y"4Tyllg vEcmurwlc ul.>g oMxvnz Hnl®. PRO!ECTNOTES I. f11MING51pCONIMCIORMfYM91/J011nENLI.ILMVIOWNL YIXIWGnMEbMINGffYLf .•AOII, uO111Hn n%Iwa, CA4Np( M114HNIS YIIPIXW NS(IWUfS Cpxllp(RMS NOI tlt olHHu14n016'M6RM91HFMNF m N YC46Y F.fSipm m M NYSIFn M.YI q ml W n. 1.1RWMG9KMIpICIp{mfHM191NpINSrNLNLTQY➢pIING IHIIXAnCf6 ASREQE1gD rY M IMIfWNnpW. b9Uf111NLCCQ }Wlr S. fPNMIG 9lfONAICIMTO HMgNNDll6lN1NLYOOIMGlE1M411 snARAT FPfFYN6aIxr 9fArnNGax fxronorvlA.wNfn �. rvwwHCEuxwiw.'IalroluufslNo Ilaffu.ul.laoH4 Mslac No vaalw Ar 51W wau InxnnmMl IaAnaHs rYSHN. C CC n rr rr IN b i y caw r1 KAN - WW I I r u 0 �1 N d L. X m H N `CIO 1 µl I (a �Cn..1 L 'a I r E I L m I LL Q Cn { Cn L d M u% CIO {_ O A EI ^L, W C L Cu � W [SE� W c..i w u y a aLlstme BAKING HORSE` Packet Pg. 169 3.e 0 L VRDWARE TO BE RE IN-I914D MATERIALS. NANA, NMI ' I o1 loll Ni •LL[,P.�J :I km:m PROFILE AND ING FOR NEM 0 WITH DT FRAMING, AND R-19 GATT INSULATION FOR FUIUIE INSTALLATION BD. BY TENANT. THE EXISTING COIBIGATEDMETAL ROOFING DWN TO THE EXSTING 1X JP ROOF SHEATHING. REPLACE DETERIORATED IX SIDP SHEATHING WITH ROUGH SAWN DOIG FIR OR HEM FIR 1X PINd(S TO MATCH WIDTH OF TING A'FLIBm. PREPARE SURFACE FIA NEW t R. 4 ATHIM: WIDE 1-1/0'R-5 MIN. TYPE N XPS(E)CTRRIRIED POET? IATIGN AROUND THE EHRRE INTERIOR SIDE PERAEIT PROVIDE CO ROT. JOINTS IN CONCRETE SLAB AT 117 IPA FOR CONCRETE DESIGN AHD REIKOEING. REFER TO THE STRUCTURAL DRAWINGS. EXISTING 1X TONGUE R DECKING TO REMAIN. REPLKE SEOTRLY DETERIORATED AREAS TH INTEGRAL 15/3T O.S.B. ROOF SHEATHING ON THE EXTERIOR FACE 151324 O.S.B SHEATHING INSTALLED DIRECTLY TO THE E OONG I-XW MNG OVER SISTFRED AND OR DoSTING TX R" WOOD RAFIF & PROVIDE GRACE ICE B WATER SHIELD AT ALL EAVE CCNDMOS. AFAR Dsm ROOD RAFTERS AND a(POSED 1X SIOPSHE'AT11NG. PAINT(DRINSTALLTAR INTERIOR FACE OF DIRECTLY APPLIED15/RP 0S aRAT NA Pme C1 It00F FLAN - EK5flw/ mmo T'0 RECEIVE NOS7lNE FOR SHEAR AS REQD BY I ROOF N.MI - i�EW 1 E L I � Um 1 Q 1 � vi d LID v 0 Q ALLE (a W �1 W m z m 1BELLISIM0 B(tKING HORSE 1 a Packet Pg. 170 3.e i - ��. •,la Al DUnWi WOW µINDONFRANEAND OR SMH/A9A W TO BERE}MUTATED OR WI-M MISSING OR SEVERLY DETERIORATED, REPLACED W/ IN -HIND MATERIALS TO MATCH EXISTING PROFILES WITH NEW PRIMER AND 2.COAT PAINT FINISH. PROVIDE NEW WINDOW GLAZING AND SINGLE PANE INTERIOR STORM WINDOW UNITS DUSTY NG VALID BARN00016 AND CROSS BUCR ODORS AND HARDWARE TO BE A2 PEHABUTATED. REPLACE DETERIORATED COMPRhNTS W/ IN -KIND MATERIALS. OPENING TO BE INFIU ED W/ THMIYA LY BROKEN AIWDAAY SIORuPow SYSTEM WITH CLEAR DOUBLE INSULATED LOW-E GLAZING. — A3 DUSTING EXTERIOR WOOD BARN DOOEADC S-BLEJCSUDIM DOORSAM 7RICR/RY -m HARDWARE TO BE RD AMITATED. REPLACE DE'TERIpMTED COVPON DITS W/ 41UNDAATERIALS. OPENING TO BE IN FILLED W/ THFPNALY Jl.Y WaG UMNUMS70REEVW SYSTEMWTTH CLEAR DOUBLE INSULATED LOW GLAZING. G M E70STINGWOM&l R6LAPSIdNGTORDMN,BROIE-) MISSING/ DETERIORATED PIECES TO BE REPLACED W/ IN -HIND MATERIAL, PROFILE AND DWOSURE, PANT. SCRAPE SAND AD PREP OUSTING WOOD SIDING FOR NEW PRIMER AND 2 COAT PANT FIRSN PROVIDE OPOONAGRACE PEAMA-BARRIER FLUID APPLIED MR AND VAPOR BARRIER TO INSIDE FACE OF EXTERIOR WOOD SUING AND R'I5BAT7IN5ULATION. VAPOR BARRIER AND INTERIOR GYPSUM BOARD FINISH WILL BE PROVIDED BY THE FUTURE TMENT FINISH. A7 DUSTING WOOD HIOBT BEAM AND ASSO C IIIIATED HADWAE TOERDM UTATF0. PROVIDE NEW PRWFRAND 2{OAT PANT FlHISII. AN NEW ALIMNuMCLAD DIVIDED LITE WOOD WINDOW W/ DOUBLLINWUATED GLAZING TO E R6TA M IN CMGRML E%I OR WALOPENMG. PROFILE OFSASH AD FABIIO S TOMATOI THE DUSTING WOOD WINDOWS. A9 DUSTING DOOR AND HARDWARE TO E MWERI-ITATED OR REPU W/IN-TEND — MATERIALS. MORE PRIMER AND 2-COAT PANT FINISH. NEWTNERMNLY BROIEH A.IIAYNRIAI STLREFRMT SYSTEMWITH DOUBLE INSULATED AID LOW-E GLAZING. FIELD VERIFY DUSTING OPENING PRIOR TO FABRWATKRH. All NEW ISEECMC METERS- PANTTOMATCH SIDING NEW GAS METERS- PANT TO MATCH SIDING Al2 A13 OUSTING DMWOOD TRIER EPLACE $EVDEY OEIEPLCRATED AREAS VM IN -KIND MATERIALORREPAR AS REQURED. PROVIDE PRIMER AND 2-COAT PANT FINISH. SEAL E705'ONG TMTCF7 D00R IN CLOSED POVTIIa. WAR AND REPAINT OOEIUOR _ A15 SIDING ON DOOR AS NEOSSMYTO MATCH DUSTING CONDITION. INFlLL INIEADR OPENING VTT112A FRAMING, AD R-19 BATT INSULATION FOR FUTURE INSTALLATION OF GYP. BD. BYTENNIT. REMOVE THE DUSTING CORRUGATED META ROOFING DOWN TO TIE DUSTING 1K 01 WOOD SKIP ROOF SHEATHING. REPLACEDETERIOATm IKSKIPSHEATHING MEMBERS WITH ROUGH SAVM DUX FIR OR HEM FIR 1%PLANKS TOVM7CH WIDTH OF THE DGITING MEMBERS. PREPARE SURFACE FOR NEW O.S.B. SHEATHING. D2 REMOVEDOSRNISWOOD FLOOR PIABE ANDASSOCLOFD VAOp JOISTAT TEE ATTHIZ GROUND LEVEL PREPAID EIICAVATE AREA FOR NEW SLIBON GRAZE NE STEM _ AND NEW FOOTINGS FOR THE DUSTING \\OOFOR Wb. D3 IIOTIISED F1 NEW fTHICK CAST IN PLACE COKPEIE SLABM GIMP OVER I5ML STEGOVAPOR — BFRPLEROVER IT WASHED GRAVEL OVER COMPACTED SIRCRADE. PROVIDE HOFZOMA.f-O WERE 1-1/2' R-5MIN. TYPEW RPS (FPOBDm POLYSTRYROE) UNDER SLAB INSULATION ATION AROINDTHE ENTIRE INTERIM SIDE PERMETEIR OFTFE DOERIORWALL PROVIDE CONTROLJOINTS IN CONCRETE SLABAT 1OO.C. MAIL REFER TO STRUCTURAL FORCON OMM DESIGN AND REINFORCING. PORCELAIN TILE OVER f THICK CAST IN CONCEIT SLAB M GRADE I5 — F2 MIL STEGO VAPOR BARRIER OVER f WASHED GRAVEL OVERCOVPACTDD SUEGKADE. NEWZK10WOODFLOORJOETS TOEADOED BETWEEN DUSTING 2KIOMOAERSON F3 21"QC SPAONG. REFER TO THE STRUCTURAL DRAWINGS. DUSTING IX TONGUE AND GROOVE FLOOR DEDONG TO REMAIN RUVa SEVORLY DETERIORATED AREAS WITH INKKD MATERIAL DE SAD AND REPAIR AS REQUIRED. N2 PLASTIC LAMINATE COUNTERTOP OVER 2 LAYERSOF3/f PARRCABOAD WITH f BKIEPLASH, UBFSS NOTED 074MV SE FFAAOESSMBRpR NM NS IOLET PAPER DISPENSER N6 TOILET, E. PLUMB. M VITREOUS SINK E: PLUMB. PH NEW IIT GALVANIZEDCOBIIGATED METALROCFlNGPAEZS WITH DMED GASIE'TED ANCHORS CHORS ON30 LB. ASPhKT IMPREGNATED BUILDING PAPER OVER f THCKMECNAMCAZLY ATTACHED POLWSOCYAN RATE NALBASED INSULATION ATION PANELS WITH INTEGRAL 15/32' O.S.B. ROOF SHEATHING M THE D(TFAIOR FACE OVER NEW 15/32"O.S.B. SHEATHING INSTALM DIRECTLY TO THE DOSTING 1' K6" SKIP SHEATHING OVER SISIBRIED AND OR DUSTND T K 12" WOOD RAFTERS. PROVIDE d 3'WIDE GRACE ICE B WATER SHIELD AT AL EAVT CONDITION$, CLEAN OURCESED DUSTING WOOD RAFTERS AND DU'OSFD IX SKIP SHEATHING. PANT (OH MET AL TAR INSTALL INSTCK PAPER ON) INTERIOR FACE OF DIRECTLYAPPLIED 15/32' O.S.B. MTOR IOR 7DINSTALA7IM. REFEROICETHESTRIlC71RALDIMWINGS, 6"GAV. HALF ROUND GUTTER WITH V. SLRPORreRAnEIS INETAIED PRIOR 70 R2 METAL ROOFING. PRORDE GAILY.3' DIAL PIPE DOWNSAR UI3. V/1 SAT GYPSUM BOARD M BOTH SIDES OF 2H WALL FRAMING 016' O.C. WIRY 3.11 SOUND BATT INSIAATAN. ALL BATHROOM, JANITOR CIAEIS TO RECEIVEADLSTUE RES15TAHTGYPSUWBOMD. PROADE7/IW05BLIOITHINGFORREARASREQDBY STRUCTURAL DRAWINGS AND AS NOTED M PLAN, INFlLL WALL OPDBIIG AT DUSTING BARN DOOR LOCATKX (FIXED IN DOSED WJ PORTOI) WITH 1/f SMOOTH CiMDIT FIBER BOARD (SEAL WHERE FIBER BARD MEETS DUSTING OPENING) OVER 7176-DE8 SHEATWNG OVER 2KE FRAMING¢RAY ON VAPOR RUBBER TO BEUSED AS TYPICAL FOR ASSEMBLY. AND STIR CAVITY M HAVE R-19 BATT IN SUTATRIN INSTALLED. `^J 9B C CC _ TIT I I I I I I I I I I I I I I I I I I I I I I I I i I F�zsT 601a t f1-ECTW IELiN6 - WINV MW As+ v«.ra o� /N 5.1 - Dmncwnoo mMX6, aPNaq �nv�s�lM\CJT I 1 I i I .roe ASi I Afil I K �Ksr��ooR�PLEQVVaLM - WW AM Nu v«-ro N/ei HELLisime ftKING u �L O y 2 L Y L U K 2 I �uRR6YWW � _ ATAIMa.FaoRa F$B6RROIAI615 IBA.HM B:RTRIE I I i — �rowrAAr, u.neTNi I L QAO WL Vf1NLiMI14N1EW wura lnNFw lasrsMNmm I b19LF iK114 NAyYfgM STNAwpK MNSf WOMTOK NTp. App0. � I I � LL CL Lo I O Z ALLlO m >u � L �M W 1 �+ FIAT ml V HORSE o a Packet Pg. 171 3.e o Al EIBSfINGMOO 0 NSNOOW PRIME Alp OR SASH/MIWOS TO BE IEWBLITATEDOR WFFIE MISSING OFt SEVERLY MTERJORATED, REPLACED W/ W-KINDMATMALS TO MATCH EXISTING, PROFILES WITH NEW PRIMER AND 2-COAT PAINT FINISH. PROVIDE EEWWDWWGWJNG AND SINGLE PAPE INTERIOR STORM WHIM M75 A2 EXImNG VMM BARN DOORS AND CROSS -DICK DOORS AND HARDWARE TO BE REHABILITATED. REPLACE DETERIORATED COMPONENTS W/ IN -KIND MATERIALS. OPENING TD BE INFILLED W/ DEPMALY BROKEN AlW WAN STOREFRONT SYSTEM WITH CLEAR DOIILE INRRATFD LOW-E GLAZING. — AT EX3)tNG ERIORNWD BAN o001LS AD CRDiT-111"2 INGwm AND TFACK/TPOLLEY HARDWARE TOBE REHAULMATED. REIVa DETERORITED COMPONOM W/ IN-KINDIMTERIALS. OPENNG roM IEFILLED W/ TNEMWLY BRRFNALPARBINSTCRUP NTSYSTEMNSfHCLEMDgILEIMUTEDLOW/E GLAZING. M EXIISTING MOOD DROPPED LAP SIDING TO REMAIN, BR NMINGSING/ M78UDPATED PIECES TO BE REPLACED W/ IN -KIND MATERIAL, PROFILE AND E1 POM, PANT. SCRAPE SAND AND PEP EXISTING WOOD SIDING FOR NEW PRIMER AND 2 COAT PAW FINISH, PROVIDE OPTIONAL GRACE PFAAFA-BARBER FLUID APPLIED AIR AND VAPOR HARPER TO INSIDE FACE OF EXTERIOR WOOD SIDING AND R-15 GATT INSULATION. VAPOR BARRIER AND INTERIOR GYPSUM BOARD FINISH WILL BE PROVIDED BY THE FUTURE TOENT FINISH. N FXImNG WOW HOIST BEAMADASSOOIADDFIIANVARE TO BERDWKffATED. PROVIDE NEW FIRMER AND 24MT PANE FINISK M NOVAALWNUMCLAD DIVIDED UTEWWDWMOVW/ DOUBLE INSULATIEDOA7►D roBEINSTA EDINORGINALpDERatWALLOPENNG. POFlIEasAwAND AKLL06 ro MATCH THE EDITING WOOD WINDOWS M ETISlIlli00011ANDHWDIVAETOBERRMIIITATEDORREPIACFOW/NOND AATMAL.S. P/OWDEPLLWBAND2-COATPANTFIPSK NEW 7FERMALYBROiN AIYNMLM STOEFRONf SYSTFMWIIH DOUBLE iSRLAIm Alp lON-E GVSING. FlFID VFRFY EDBSTID OPDPNG RROaroFMICA710N NENOBC11CMETERS- PANT TO MATCH SWINGS All Al2 NEW GASIFIERS-PANTroMATO SOME Ali EOmNG 1x4 VAOD 7RYA RERACE SEVETILY DETERIORATED MEAS WITH IN -KIND MATERIAL OR REPAIR ASR FEED. P0.0WBE PIWDtAND 2-COAT PANE FINISH. SEAL DMNG1MTOIDOOt NOOSED PEDsmON. REPARMDREPMlT mEDDOR AIS SIDINGON DOORAS NECESSARI'ro/MTO1 DamNG CONDITION. RF711 INTERIOR OPMNG WITH DCFRAING, AND R-19 BATT INSULATION FOR NNE INSTALLATION OF GYP. DO. BYTENAB. DI REMOVE RE DIESTIw WRgI1WTFDxEraI ROOFHNG oONTI roT1E EXISTING,% WODSNPROffSHEATHING. REPLACEDEMOORATEDIX5Im SHEATHING MEMBERS WITH RO1GH $INN IxDUG FRDR WAFER ,%RAE'roAAATCH WODI OF THE EDSMNGA9)ABM. Pr4MW SUWACE FOt NEW O.S.B. UEATHWI 02 REMOVE oimwUOOO FLOOR RAH'AND ASSOCu7ID \YOOo.D6T AIDE GRORDLEVEL PEP AND DEAVATEAREA FORNEWSLM ON GRADE FLOOR SYSTM AND NEW iCOTIHDi FQtTIE EJ05THNG WTxD COLUMNS. NOT USED D3 F1 NEW PTIKKCAST IN PLACE CONCRETE SUB OR GUMOVM 15 AI, STELA VAPOR RAPIER OVER 4' WASTED GRAVEL OVER COMPACTED SUIGRA)E. PROM HORIZONTAL 4 W MADE 1-1 Vi R-5 AWN. TYPE IVXPS (E)IIBDED POL}}TRyWE) UND M SLAB INSIMTION MOOD THE ENTIRE INTERIOR SIDE PSIVETER OF THE ID( ERM WALL. FMMDE CONRQIOMS IN CONOCM SUBAT IOO.C. MCC. FUERM STR CrURAL FOt COIOEM DESIGN AND REIWUMNG. F2 POR02AIN TILE OVER T THCK CAST N PIKE CONCRETE SLAB ON GRADE OVM 15 MIL STELA VAPOR BARRIER Gilt 4- WASTED GRAVEL OVEIICO/PACTED MOGIUDE NEW 2x10 WOOD FLOOR JOISTS TO BE ADDED BETWEEN pPSDw 2x,0 MEMBO' OL F3 24OC.SRAONG. REFERTOT1ESTRCTURALDRAWNGS. E%RTINGIXTONGUE AND GROOVE FLOOR DEODw ro RFAWINL REPLACE SEVFILY DETERIORATED AREAS WITH WHINED MATERIAL AD RERMAS REMAIFD. HE PLASTIC LAMINATE COWIERTOP OER 2 LAYER' OF MT PANiKALBCURD VATHT BAO'RALH, LNLESS NOTED OIHERNff NK FRAMEIF55,1YRROt K5 NLETRAPER0ISPF7SFA N5 TOILET, FIE: TiALVB. N7 mTREDUS RAP(, RERWB. R1 2"CdLVANZEDCptlg1GA7FD METAL ROOFING PANE1s wmIEDO'f6m, TED SCREW ACHM ON 3D I.S. ASPHALT IMPREGNATED BUILDING PAPER OM K MEOIAHCALLYATTAOIED PaYI50CYANORATE NMBASM R&RATION S WITH INTEGRAL 15/3P OS-B. ROOF SHEAD" ON THE EXTERIOR FACE r5oxwvwm�VSV'�IIIADE OVEREW 15/3Z O.S.B SHEATHING INSTALLED DIRECTLY MTHE O9mNG 1' X F EATElOD OVER SISrERM AD Ot EXISTING rX 12' NOW RAFTERS. PROVIDE CAMS ICE B WATERSHELLI AT AL CAVE CONDITIONS. CIENETR3ED EDamNG WOOD RATERS AND GOOSED 1XSKIP SHEATHING. PAW (ORINSTALLTM PAPER ON) INTERIOR FACE OF DIRECTLYAPPUED 15/3Z- O.S.B. FLAT BLACK PRIOR M INSTALLATION. REFERENCE THE STRUCTURAL DRAWINGS. R2 FGA.V.HAIF ROUND GUTTERAWGI I SORORT BRACIE7$L45TALMPMM ROOFING. PROVIDE GA.W. 3' DNA, PPE DOMSPOIffS. WEPAIMBOARD ON BOTH 510E5 OF 2R4 WALL FRAWNG 0 W O.0 WITH 34/r BATT IN6IAATION. ALP. BATHROOM, JMIIM CIOSEFS ro MOVE MOISTOIE NTGYPSUMBOARD. PPMDE7/16'OSBSEATHMFORAEMASREUBY STRUCTURAL DRAWINGS AND AS NOTED ON PLAN. ALL O DI%AT EXSIIw BAP! DOOR LOCKTIOS (FIXID IN CLOSEDON) E1W WITH 114 SMOOTH CEMENT FIR:R BOA D REAL WHEX FIBER BOARD EXImNG OFNNG) OVER 7/W 05B S EATHIw OVER 2X6 FRAWw. SPRAY OR RARER M BE USED AS TYPICAL NR ASSOABLY, AND STEED CAV17Y ro-19 BATT INSULATION MTAiM III ■I ■I ■I �f■6I■I`� ■ I■ I■ III III I� I■ I■ I■ I' OWN— — \�ui E 111■ �I'�UNP■It ��vl■NISI■I ICI @5ECOND FLOOR REFLECTED 9LIN6 - EXI57WG/ DEMO l A J BB B c CC T mWA,a fT ft klEllfiBV RAFIB6 I ' I I RwwarEmMAr w slRucr FnmKcrRRIrlrw - I I I. I NItlP LSIEUIIYIY I I I A6: f.m[M I. 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I%fl fyB VFM eYYs MWA TSlinso SA! .b O¢wIC •nle i3R1 wl •bl�wra •ne b TAkFW Fo4ppN rya 1Q31 IMYrd Yh 1 gone NlaaenprYWlb lm Ym al mFM wue roeb .Nv.wM mdrm w/.MrlMlb'rlu 11 %Il qla FLY OptlM NmWdmh rW. com-,.ae.s II •d mprb 1 etlh Sill 1®-1 me) V.tle.dmY N'MNmm Lhtuv b.Ltl ..' 4dKL. l3O'riu F.M1V -fln RatlAw Wpinnwa "Yowl Fbv RanWv rRsq npnmmnn FNr &b WYb Ylaw Iro^r Bmlw W4b plow Faaa Imlleyweb oluw Nn<MI Fmle Y ly IT%1 Fn FullYa. %sw Red. pI (21w1 FInw11b N• rMICr RIpJIpFS YIeµKE mM YfRTMY a 11Q IMWa1S3TYlwIg31O PWIRyrA%alaN3lroi�mVYNf1 RNWIIrITallsCml(D K'IOMMF IOEINE ACOMATWL II•E IGI FRV SRIY TY>IYN NPAP• IfiG1Y1106,YO LLQnaewNlf ewmrII4GTNl¢gnlal3QrTATNY3 TYifdMY1R NS1nP1f/L fIRNP/✓. M MLNiFL3Y0.LL Y.LL1[S ICODE PLAN-1STFLOOR T 1F1FMT 1 a QQDE PLAN -2ND FLOOR 1n6• • 1W, DRAWING INDEX AaaafnuRAf All gpORFW6 A51 71411 g AAS YI NRq�BLYAle4e VICINITY MAP ® MR lL3Mgarxo 141 ALLER - Lll 112 W W£1 Fulfil u % DFYNER REPF clonim;i wp TOM me wl u •L O "I..r W 2 L Q sF— L U x Cu c M Cn a E L M LL Q N Cn d n M co ej A Ann, m Cu A� NNW LPL L �Cu W d L V fC a Packet Pg. 182 3.e r-c I FbK ■f r, ¢Beww M,CR 4M6 I lS-e3K li T___ I NAA011u FY ®3NW I 1 1 PROVIDE PAP PANEL OR SIMILAR WATERPROOF SURFACEAT BREWERr WALLS '"rr PROVIDE DRYWALL CEILING AT RESTROOAIS ff(;o AT UNDERSIDE OF EXISTING FLOOR JOISTS IIATTACHED WQME IT b 1 / u-IeT 1 ' 4-1'lnf7 _�♦ S r b I 1 b \ I / ra.Pa• e � • M)INe6 '� �Le I rMeBA� _ TwrNRFIN ��_� TALI ,� I- 177/ \ FFI I k} eRRTAxa I / n * FIRST FLOOR PLAN - PROPOSED AWE�IK.ra RL1 rAst rr ==_ lF_set ._... �,._ ---if--'1 wI I RN. M uT e.A cowmA I 1 X • I I b l I u I I I I I EDe PROVIDE PA' / )RAIN BOARDS 6 1 N, w I �W b ®IAr IT uK _ - r avr E4 Y Eq3 f43 y EML EQ5 E413 ! )SK , E)n EQA EQ) H' EQ1. QwulRll o I Ew fde + fQe n m }--- EW JAN. e Li IPC�p nm pt rap. _Nr sl nSECOND FLOOR PLAN - PROPOSED 1 BNSIFAI NDILT KDIE �� Eel reupMefrowr[Emel wfouao0ullwsll Fnrmu oae,evlae14Nf AMKFII3118916 ♦R^MBt YF1IBM'AlirllFIEfYAf/1m 52 vrxr S,IAA[w3N01MMIIfwA 01YMRD,WOfIw FPOvrCe11mfL$YW91 uanamam= Y9400Y1)FMwgiR pIIMMRT1r1T4FTMILN@arzMmcv.>snw1AAMeMIO fIIlOR19RS OFLp4lWIYIUOIIISNIr[ratwAllM nmucnAALIe•N�oAwMwRoafux. FINISH KEY ❑EXISTING WOOD FLOOR TO REMAIN SANDTO REMOVE CUP FILL AND SEAL WITH CLEAR FINISH ❑ QUARRY TILE FINISH OVER EXISTING SUSFLOOR ® CONCRETE BAR TOP OR WOOD ALTERNATE PROVIDE WAINSCOT BEADBOARD OR SIMILAR PROVIDE WHITE SUBWAY TILE w AND STORAGE SHELVES P u �L O �1 W L O Fe. }I L u v x e H Cn H a 'e C1 < 1 t � u °1 u > u c C 7a u E LL < aN d IM Lo 0 ALL I O Ira Li Ira 71 WT DATY L m a) cool +�+ BELLISIM0 Bttx[NG HORSE a Packet Pg. 183 3.e M1 m STAIR DETAIL YMl:11T.fVE , STAIR 1 SECTION 1 vu Inwl'd MI /x1.1 1ITwWn. NY4NL pMOp SINN. SR WNL M14 O.0 .pNNf Y " M A SI/YI pwmu vlp /11L � Sll Hlip'2YpM (1)lIRI 117TM SIwWUS 1 IT TIL pN111V1 pd1Ql W/ wxM4 10YW pQl Of. pIM1. OI IWIMV�U iIF/0 M. 1x" %¢R 6 lxN m pvwNLw wl YYn turfs pM. W SiNN Wn ALL CAP DETAIL �su: r.ra wi�iK.x 5.1 STAIR 1 SECTION 2 I[KL:1T-r0 W-1 ,K.I sysnm MDM DMCWTM n xdmowomnomxxmro¢NxmnaWmpmnWlno.eal¢wxo.c. vr�w naelm >K slnnnwu w»xs 1mnw;amux•Woum1[pm omWm�Ya xBu1[swlar o21GM1RUN45MM11H901MWK W YIO YO WMK �. M 1T 4119WlYIm ON mn19�62N WNL IPY1W w%'0.L M11111T 91Y Yn �N110N. NL YlM6q 1W10Inmplsro RtAi1p61%C IISTNIf LYp9W bYp p9VR il1S p] s4mNcpu 9iM KIl0U T SI%Ciyx 0YM10N0K Wim aNMH OB LL[SIMO BttKING HORSE u �L O L O 3 L u_ L) x C� Lu O i N a 1 2 u °1 u > V C `n 3 Q u a m of " a CL 7 N N 7 M Lo O ALU �+ Ca N� I.L L MCa W w%v nun o Q Packet Pg. 184 3.e F SYSTUANDTB DESCPPTM n BAR 1 `��LYL,?-ra MI /ua C� Lam . R•� 2ND FLR RAILING ELEVATION n BAR 2 n BAR 3 n COUNTER DETAIL n RETAIL SECTION lJlf. ur•rc le. /.0 ��v"'. ,/r-ra M2 /.,., A9.1 ru:,¢-ra i¢a /eie ` Jsrufa a-ra c, h+., n WOMEN'S RESTROOM L LYE,?.rO MI IM, n MEWS RESTROOM muf: vr.ra tc, /.,., ,R.R®4Y P RETAILS / AIA BELLisim B(tKING HORSE u •L 0 y 2 L Q 3 L V V - x u F a 'e N u °1 F Cu u u � - C t/1 34 u E aum a a CL aN Cn M Lo 0 uu a N� I.L L M� W fLfVA x3� i fC o � Q Packet Pg. 185 r I1 -ApfF 'fl 3.f BELLISI MO INCORPORATED FORT COLLINS, COLORADO LOAFING SHED REHABILITATION CORE & SHELL CONSTRUCTION DOCUMENTS MAY 218 2014 ABBREVIATIONS ARCHITECTURAL SYMBOLS VICINITY MAP .Oi� .- t AT INI New RDRRY lux �, r - `1 ' 1- AF F. Aba x Finisiao Fcor NIC hM In CarrI Fretn9 Comma ------ Ia'""-' L- � .-.•" =� AH.V. Arllvlf*Linl Nrs Nrnm SWe New Cpmow 6� yyy EMemn ._j •{.—. D.O. Robing NOM No',Imal EM. Ber('laark OA O.xre11 Eaemert)seWak _________ N `'= Cl. CoINol Jwnt O.0 On Center DOW EMU Comets Mammy Una 0.0 O.rVre Da ar O.eR sanitary Sewer —.� _. _ •� 'I C.V. Condensing WA O.H Wafer lac CAB. Gaunt IkrarrP PL LAM PT Plate lanvlaR Pressure Treated GIN Une —w— �' - NSE CERTL CONT. Corrinmin PTL Pape Tavel Oapemw — Bu� n D.F. DnnkMg Foullpm PLYM Ptywm11 Pant @��Gan —'� +� '� - -- n 0as. DEL Eoume PM Roof Oran Daum ® rTi ;. � I -- Cawrsspom RO DWG OnPionngs R0. Rotgh Openug Spot Elevbon �— wag EeSon EC. E'PrLcal Conldurt RTU RoofTopUnr _ -- •—• •——� EF E INI Fan REINF Pe ntorm or Reulkrorg WSMow Type ;T .. EJ. Ekparakv brit RESIL Resdem(Nonig or Basel Dmang 7ite Cad lie EW.C, ESSISOc Water Coax REQp ReguirNI Rolmg Grmwq Number oaG� EA Each KG EP.FIT Epory Pant FINE) Raub SheetNmde EQ Equal RW. RB]wmd BIM or (E) Elvitmg &AC TL SuspemidPmumLal Tle Scek E%T. Exterior SC. EcIMC re (wood) Rmm Name F.E Fbor [Fan SD. Soap Dapeae 1 , Rmm Nether— F.E. FIwE MvWer ES. StanlesesNe' FV. Fltld Verdi' SAILCRS. SalonC ww(mxmnry) FIN. Fish Sn Sred MATERIALS FIR Floor TP. Tollel Paper Ospenser FTG Fooling TEMP. Tenpered(Alass) CALV GaNwaled OMrysumwaOboaN TD. Top0 Tricm GYP.BD PAC .1.11 V.NO VCT UnleVLN cNoled0lherwce Vuryl Colwlmimn Tik O'eAR9mel Wand Swxl G/Taum BoaN Batl lnvlapun H.C. HER tiINaC re PaAaw Core M'mdl Header V. Vml p7T/� H.M. HORM wayw Mete) )lwewd9 )PERT. VTR. Velrcal Vert Thru Roof Wood Boling Cat m Place Cmc. R&lnulaten Pre Comma I.E. Insk'IaDanmei VV.0 v"WaRaxrvlg �r PI FdR INS STL. InsulSm Steel w WIO with Wllhoul Hrgsh Wood Cornome Maonry Earth CranuarFill INT. M0. ImeIW Masonry0pening WE wood ® 6LU.Al M MANUF Matuladurer INIL kiwi Pymod Brck Ebro m M.MI..I! sum" IMIwr Pvm-maElac �✓11-8✓wrw lm.rmum Rq.n Neme BuLry wne POa eIJOp M.r aabYna.lnc .Lcpcn fiufYry Haas DntlwmaK Fwr caln. co ApP BaJM C>t. NIS IBC W bei �~m TxaIMrMMW L1✓A.nFJ U'dIs .ngrisrX. BLS mbrMbrY Fu.lGu CoM10"h minaflrrwa ]rbY In.m.Nra Plumdra A11INIS WF1.N44.C. 31N IM.nntlwW PIn C[b RllwlplrgC�Y.Il nalwwrmrb+r.C.0 pad MllMmna/�1N N'AlnbrMMn.l C.Y.M A9NRFE P4nGmae 13001' Ca. W A1aMwna. ANs AII71ama hr111-M M1 uim % laana Ara 116i W.rt rla Ilaarp HNan: l.mrr T.n]I WTSm omm.s/( wn.NOV B y])wm CM<Vu6m Tyq Typ. 50 mm+pinllb.0 BW)NIS NeMai WON Hwnb].Mn SH)Ngo MIwWAxr M.O T�WRFar lwtlbp..YrtlrrABA NR.nW MYI-F]X NpulnrlOW INtlitmtt tl a}ZM _ ],swoIIN P'P.)P' E OMMuw1nM ��ILmaisno.Iao¢WNI• patAavu t(n) Fanr-a.a (tme 1) W'aa 11m5k NMI tlolalRM EM.Re wmwrdam T.o Mnlmumrqulr.J wa)aa mtta w• ml�elm m• ] wnb mL I oao • a mnl gbmnomlb.✓r mM aID'w 6m R au e .tl.1a151 NrmRi el.am 11W1rMbBw MomP.TYMNiwaun.8 aLUNrla p.WM b.tlY Ma µnN1✓Hamm W.Pinp.r $50'mm eWm11W 0 tpwl EMwS.nM Wx. abv mooNil e0 nmen✓tbarq wxl. olbrrr 1a1. mV ro as lam INS Wm 0111 �plw SMi�m. nCPININ FPO p.N Wwu ("aa RmN amm� a illeu pwi N.la1 Fn Wa. n. PROECi RE411ffRMERENCETO 11E SEfAETNw aF 1HEIMFFORa SMlOVR5 F00. RFxmurwnaN orwsrwuceulwrtara RFaaauTAnw eDERrrnASTo awcePo�wtA nl�asEAvoRnw�ssoaFEn�iuREs�iruTTMcorp�«Ev Ip�ivui�waF�x cuiuR�Pi a�R AR�rllvu�s L O III ++ L U x FM Cu Cn r. a E CIO LL Q Cn Cn M DRAWING INDEX AILER•LINGLE r. M O POP a1]WI mVa SITEPWI FORrtDWH uy1 9rENANIFax wEFEREr+c9oNLn m,,,V ys,ym. p,11ERREPMESEI :a ARwrecruRFa canucr reEVN � Or FIRST FLODR MN RDaF%MI SflAWOFG /e/ .V.1 All FPSTFLC REFIECTFDC WNGPU BrL WART FwRRWI! A41 MSVn ElEvASn M] S'AL]INi I0.E%h Cr$ A51 6N 04A WALL 9ELTICKS A CETNLS SIRIII:TI 1!11( PB] Ccafl SPEgAE d RF`MNWVI s cwnwT wewTvw MBllaFn 9T0.VCTURX FI FgRIMTICaiNDwWPFRNING%AN FMCf iwrtCwll T!k VI S] 1gTE960ETNL8 O J 1 UP) a K c.i J� pAPRaEaw/1p © Q Packet Pg. 187 3.f F T T IT IT T T T T T s T T 1 I I I lI lI 1 ICJ----�}----�t----�- EXISTIODEN TO BBNG WOERRE EMOVED 11 I 1 Il I - — - - ,II — - — I I I I I I I I LOAFING SHED -EXISTING FLOOR PLAN 1 3l1 A — FEE FP«TZ B Ci EVEn LMIIuxEaF D Tie RV Vlt snIOWNl — F 5t¢1DW Q-11 Y1 1SY 11Y tYd 1Sd' RO tTd u I WFNSIIXG ON -'IF - 1 II7,fl, NEW1 IEIWHIIIMEO C0.IWH,T-I �F I1 BEIM£ENFAt Ta1RGV 11 Z I�E� NOCOFN c41 nI NEW M PFRR«0 1 tEW CA REHKED b 1 F1 PNCOEENw0MLE8 II Mu M)cr -31M' I YY® Ill -�- PEiAALF MO PFIEK1611E RU 0ALIPIRWR III 1j1 PEF bNLpW OR I 141IIDWBnNGOR III II - gmUSE31ATEpCALWI,IYG. I I _ THBPCW M1 E L(J Ewt� REXAmDTAreAro I PEA NISN FIPOSCD NO:O TENANT 1 F7 I TENANT 2 IFn I TENANT 3 F7 yI sn+«TIME I m1¢ a V ¢ n t¢ n 1¢ n¢ ut¢ )nv Iitl¢ 'n l¢ S.,v cr 1-t t¢ xtv rat¢ r.lt¢�` rnv ¢ +-n¢ Y.v In t¢ nl¢ v1v 1.1 Rj r.tt 1Fr „ --- It _h - II 1 I I I I lI lvY 1rR } T(,=ANDVK'OH R£.IF�IIYtI 1 FU1F LML ElE RELLPAM N35 F1 I� III I I II I II r.l _ ` TENANT 4 TENANT 5 TENANT 6 I� I�.nFr S.tv 1'.II¢ 1¢ ).tv C.1l¢IQ ia�_I•'.11� •tM Jll�. _� -—'tA--- LT «il —�-i: lEW2. �EN9\"' T. �tW[l/ "" _-.- 11 ii'T\+' nxt{]EwyEnNs oR I I I REWYI)ATEa COLIMµ TN I r ¢-ltw 11-v MSPaRv� tx.v lx-v rs.o ] � tT.v a-v 7 LOAFING SHED -NEWFLOOR PLIW MI 3H8' =1'_0 GENERAL NOTES- PROJECTNOTES: I.DMEYSMSAREMWV DFRCMOUi MFKE6FMMNOTO 1FMMXG SLBLONfMCFORTORFM9XGIDIMSTNLALL WOOD W.LL1 M.00MXOFIXIMWMM('Ci N1 E0UPMEM,UdiING. fI%1LPE5, gl)SIOE FKEOF FPAMNG. LISENC IWLRNIs G1xRaCMKCES WCUMILY, µID yµECWS)R«ncx 9V11eEIxKWRDNI-4 WIM TIEM'A3LMHE ,IkFm T.CW IM onER LOC/.noxsWYFFA FIxSMITEM6METOY SEcuRELr R REOMRFLENISd D41RLL IxC«EBFJNG VBEDI. MECIWIIGL«« FKTFJffDlO T1E RN19HED WNLOI CAUNO ONDNATCI:KELEGiR,CG«E.µiCUIYEW FLIIIG6 ). GRPRMO SUECOXAGLTd1 i0 F V RMSN NO INSTIL ML FIRE J. CCNiMCTOR SIMLLRENEW MEDMW1M09 PFIDVERIFV FIUSnNG INIFAIMTONµ RECMNG:NL«ATKKI9MREOWREOBYTIE REmOEHNL COUEAW. KIGIINNN.0CMSTTRUR, IMDEMnFra�TEWC'TNIOMK•I R RHAESEIITATN CWµ U5CREPµICIE4 BEIWFFN TFOIETeFM19 CF!%f SIfAMNGLCH EAIERxM I.µLEG:EPoCN µlO x'ENIptIMTFAWBµq FlnISNE9s1Y11BEA5 SXFIRVMLLS m1OM1 ON 1HE «RTMR COLNENF4 OR M NF W14TFD SY PIE dMERRIXIIRAC)M Fpi XEMS NOT OETMIFD IFRAMNG SLECONIPPCTdi TO FURHISx AW INSiµLµLMAWNG. F«nxc µlD Sl«WINO AT mEIR N W L 1KKDO WM LIX'AnIXls S.11HEEAsnNGCOromtl6EERCIED PITKSE EPPN1NG5µS 11A9FD rvRflL VLMFlEDBY ttE VE CONMMLT GT01X 1PIAKTC11ro91WLSE E aFn amucnmK wuWRlcs FOR KanoXu WFoxAanoN. ). AMNMIIM Cf IINW 4YER CF CIEW.OPACED[iIAVEL di CRUMED Rau c osvao of FXEs sXHL M nKED sNFnM sw E USEIXIV µPROVLU, xOxFYFIN&VIE WIRRAR MITERMLMPLL NL FILL FMTFAIµ l0 BE IFFAOV EO BI GNIEY TER P CI FIX E¢IREIWFA <FFECFFD BV fA45TNVLTOµ 10 AL WITERW9TOBEIXSTµLEDPFA WNUFKNRERS VMIQMGTRINS LMESS OINERMSE NDTFD. / RFMO ENLF LANDS GIPNFOR LOE L lIRMSTNOEJN TNFES TO REWJN O 1 W ^V, W L X R FM 2 N 1--03 N > -EV -r -"=EW3 -NZT!fN II I I I tr.v I. tT.v � Ir-v CIO N i a �1¢ E `1G LL PECTOWTCH pt FINSH RNTW 3 FINSN ROOR EIF'AM1N Cn ^N W 2 �M� T W x M] V OCIO KTI DESCRIPTION NOTE L1EscwPnaN J D1 REMOVETHEEXISTING CORRUGATEDM AL I TO THIS EXISTING WOOD 51: IXROOF SHIATHNO. REPLACEDETERIORATED iXSKW SHSATHING MEMBERS WITH ROUGH SAWN DOUG FIR IX PLANKS TO MATCH WDTH OF THE EXSITING MEMBERS. PREPARE SURFACE FOR NEW O.S.B. SHEATHING. GALVANIMDCORRUGATEDME'AL ROOFING PANELS WITH EXPOSED,GASKETEOSCREW ANCHORS ONTYVEKCOMMERICALAIR BARRIER ON 7116"O.S.B. SMEATHNG ON i)l6 FRNANG®24'O.C. WITH EWI TO REMAIN NEW1¢' R-19 GATT INSULATION & VAPOR BARRIER ON INSIDE FACE WITH 7116" O.S.B. SHEATNG ON INSIDE FACE WITH MISTING HORIZONTAL WOOD PURLINS AND CORRUGATED METAL PANEL TO REMAIN. EWZ NEWTHERMALLY BROKEN ALUMINUM STOREFRONT SYSTEM WITH DOUBLE INSULATED LOW{GLAZING. FIELOVERIFY EXISTING OPENING PRIOR TO FABRICATION. INSUL ON SIDE WITH VAPOR BARRIER AND SIB' GYPSUM BOARD BELOW EWO NEW CAST IN PLACE CONCRETE WALL VrtTH BOARD FORMED OR SANG BLASTED FINISH ON EXTERIOR SIDE WITH 2 XT FURRING AND Y' RIGID INTERIOR THERMALLY BROKEN ALUMINUM STOREFRONT SYSTEM WITH DOUBLE INSULATED LOW-E GLAZING. EM10 NEW WOOD ROUGH SAWN I'X17" WUOD TRW TO BE INSTALLED BETWEEN EXISTNGANO OR SI6TERED T'X17'RAFTTMRS. PRONOECLEAR SEAIFR NEW STEEL PLATE X-BRACINGANCHORED TO EXISTING WOOD COLUMNS - RE'. STRUCTURAL DA&MGED RAFTERS WITH NEW ROUGH SAWN 3"X iT AND REFER TO THE STRUCTURAL DRAWINGS WHERE NEW WOOD RAPIERS ARE I V BE EWS EWS EXISTING T'X17'ROOF RAFTERS TO REMAIN. CLEAN AND SEAL W000. REPLACE EWT SISTERED TO EXISTING AND FOR IMPROVED SPLICE CONNECTIONS EXISTING HEAVY TIMBER WOOD COLUMNS AND BEANS TO REMAIN, CLEAN ANB SEAL WOOD. REPLACE DAMAGEDMISSNG BEAM MEMBERS PER THE STRUCTURAL DRAWINGS, F1 NEW CAST IN PLACE I"THICK CONCRETE SLAB OVER 15 MIL STEGO VAPORBARRIEROVER4"WASHEOGRAVELOVERCOMPACTEDSUBGPADE PANELS WITH EXPOSEOGASKEI-0 SCREW ANCHORS ON 30 LB. ASPHALT IMPREGNATED BUILDING PAPER OVER 4"THICK MECHANICALLY ATTACHED R1 NEWla. GALVANIZEDCORRUGATEDMETALROOFING POLYISOCYANURATE NNLBASED INSULATION PANELS WITH INTEGRAL 1Y ' 0SS, ROOF SHEATHING ON THE EXTERIOR FACE OVER NEW 15417' O.S.B. SHEATHING INSTALLED DIRECTLY TO THE EXISTING 1"X S' SKIP 3'-0"VIDE GRACE ICE&WATER SHIELD ATALL EAVE CONDITIONS. CLEAN EXPOSED EXISTING WOOD RAFTERS AND EXPOSED IX SKIP SHEATHING OVERSISTERED AND OR EXISTING S'X12'WOOD RAFTERS. PROVIDE SHEATHING. PAINT NIERIOR FACE OF DIRECTLY APPLIED I5W'O.S.B. FLAT BLACK PRIOR TO INSTALLATION, REFERENCE THE STRUCTURAL DRAWINGS. —INSULATION SG1 NEW CAST IN PLACE CONCRETE FOUNDATION WALL WITH I' THICK TAO RIGID ON INSIDE FACE. T 0) Sm O J 1 L pkg � 3 y &LLIsimo BtZKING HORSE o Q m a xdx x 61. 7$41MY J Packet Pg. 188 3.f L D� E F G H J K L i Mai Ell AIL �, j �' I j l �!iillliiiiilli��lu�l�lp�i►ipu��il►ii�ll i�l��llll i� I!II j II � � _._...._..._...... q......_...__.......�,...._ �.._-_ -_ »� --- ---- ---- --- ----- ...- ' I I I III. j I � I I I III i .� EXISTINGROOF PLAN _ 811E - _r; O u1 LINE OF WALL R1 �BELOWITYP.) IL.y�_.� LIJ-----'rlJ----___G1��.�__Lt_,»—L'`----SI --- LIB----�Z-----1— _ � � J LIJ LJ LIJ LIJ LIJ � LIJ LIJ LIJ LIJ LIJ l . I I I I I I I �h— LLI Lu I IJ T LIJ LU LIJ LU LIJ LINEOFON I BEAM 6 COLUMNS BELOW (TYP.) I I}I V-P I 1S-P 1] P V P V P I I I I � us -- —3 /1 NEW ROOF PLAN � L� 311E=1'd" lul u1 KEYNOTES NOTE DESCRIPTION D1 REMOVE THE EXISTING CORRUGATED METAL ROOFING DOWN TO THIS EXISTING WOOD SKIP IX ROOF SHEATHING. REPLACE DETERIORATED IX SKIP SHEATHING MEMBERS WITH ROUGH SAWN DOUG FIR IX PLANKS TO MATCH WIDTH OF THE EXSITING MEMBERS. PREPARE SURFACE FOR NEW O.S.B. SHEATHING. EVA NEW Irr GALVANIZED CORRUGATED METAL ROOFING PANELS WITH EXPOSED. GASKETED SCREW ANCHORS ON TYVEK COMMERICAL AIR BARRIER ON 711 E O.S.B. SHEATHING ON 2XS WOOD STUD FRAM ING®2P'O.C. WITH R-19 BATT INSULATION S VAPOR BARRIER ON INSIDE FACE WITH 711E O.S.B. SHEATING ON INSIDE FACE WITH EXISTING HORIZONTAL WOOD PURLINS AND CORRUGATED METAL PANEL TO REMAIN. EW2 NEWTHERMALLY BROKEN ALUMINUM STOREFRONT SYSTEM WITH DOUBLE INSULATED LOW-E GLAZING FIELD VERIFY EXISTING OPENING PRIOR TO FABRICATION. EWI NEW CAST N PLACE CONCRETE WALL WITH BOARD FORMED OR SAND BLASTED FINISH ON EXTERIOR SIDE WITH 7X7'FURRING AND 7'RIGID INSUL. ON INTERIOR SIDE WITH VAPOR BARRIER AND SIB" GYPSUM BOARD BELOW THERMALLY BROKEN ALUMINUM STOREFRONT SYSTEM WITH DOUBLE INSULATED LOW{ GLAZING. EWX NEWWOOD ROUGH SAWN I"X 12-WOOD TRIMTO BE INSTALLED BETWEEN EXISTING MOM SISTERED TX 17 RAFTTERS. PROVIOECLEARSEALER EWE NEW STEEL PLATE "RACING ANCHORED TO EXISTING WOOD COLUMNS -RE: STRUCTURAL EWS EXISTING r X 17 ROOF RAFTERS TO REMAIN. CLEAN AND SEAL WOOD. REPLACE DAMAGED RAFTERS WITH NEWROUGH SAWN rX IT AND REFER TO THE STRUCTURAL DRAWINGS MERE NEWWOOD RAFTERS ARE TO BE SISTERED TO EXISTINGAND FOR IMPROVED SPLICE CONNECTIONS EW7 EXISTING HEAVYTMBER MOD COLUMNS AND BEANS TO REMAIN. CLEANANDSEALWOOD. REPLACE DAMAGEDIMISSINGBENA MEMBERS PER THE STRUCTURAL DRAWINGS. F1 NEW CAST N PLACE ITHICKCONCRETE SLAB OVER 15 MIL STEGO VAPOR BARRIER OVER<'WASHEO GRAVEL OVER COMPACTED SUBGRADE R1 NEW 12 GALVANZEO CORRUGATED METAL ROOFING PANELS WITH EXPOSED. GASKETED SCREW ANCHORS ON W LB. ASPHALT IMPREGNATED BUILDING PAPER OVER P THICK MECHANICALLY ATTACHED POLYISOCYARURATE NAILSASED INSULATION PANELS WITH INTEGRAL 1SW O.S.B. ROOF SHEATHING ON THE EXTERIOR FACE OVER NEW I SW O.S.B. SHEATHING INSTALLED DIRECTLY TO THE EXISTING V X E SKIP SHEATHING OVER SISTEREDAND OR EXISTING? X ITWOOD RAFTERS. PROVIDE 2' 'WIDE GRACE ICES WATER SHIELD ATALL EAVE CONDITIONS. CLFJWEXPOSE]EXISTINGWOODRATERSANDEXPOSED1XSKIP SHEATHING. PAINT INTERIOR FACE OF DIRECTLY APPLIED 15W0.S.B. FLAT BUCK PRIOR TO INSTALLATION. REFERENCE THE STRUCTURAL DRAWINGS. SG1 NEW CAST N PLACE CONCRETE FOUNDATION WALL WITH T THICK R-10 RIGID INSULATION ON INSIDE FACE. LLLISIMO BW KING HORSE MA,Lw�.. J A J L 3 0 Packet Pg. 189 3.f ri FIRSr FTT MAN �iUCS17 CEILING MAN - Efl% AJ xr rn I I I I I I I I I I I Fizsr FLOOR �F�Ecnn cEUNG PLAN - N;w Al YvM D1 REMOVE THE EXISTING CORRUGATED METAL ROOFING DOWN TO THIS EXISTING WOOD SKIP IX ROOF SHEATHING. REPLACE DETERIORATED IX SKIP SHEATHING MEMBERS WITH ROUGH SAWN DOUG FIR IX PLANKS TO MATCH WIDTH OF THE EXSI LNG MEMBERS. PREPARE SURFACE FOR NEW O.S.B. SHEATHING. EW1 NEW 1R' GALVANIZED CORRUGATED METAL ROOFING PANELS WITH EXPOSED, GASKETED SCREWANCHORS ON TYVEK COMMERICAL AIR BARRIER ON 711V0.S.D. SHEATHING ON 2X6 WOOD STUD FRAMING®24.O.C. WITH R-19 BATT INSULATION S VAPOR BARRIER ON INSIDE FACE WITH 711W O. S.e, SHEATING ON INSIDE FACE WITH EXISTING HORIZONTAL WOOD PURLINS AND CORRUGATED METAL PANEL TO REMAIN. EW2 NEWTHERMALLY BROKEN ALUMINUM STOREFRONT SYSTEM WITH DOUBLE INSULATED LOW{GLAZING. FELLD VERIFY EXISTING OPENING PRIOR TO FABRICATION. EM NEW CAST IN PLACE CONCRETE WALL WITH BOARD FORMED OR SANDBLASTED FINISH ON EXTERIOR SIDE WITH TXTFURRINGAND TRIGID INSUL ON INTERIOR SIDE WITH VAPOR BARRIER AND W' GYPSUM BOARD BELOW THERMALLY BROKEN ALUMINUM STOREFRONT SYSTEM WITH DOABLE INSULATED LOWF GLAZING. EW4 NEWWOOD ROUGH SAM MIT'WOOD TRMTO BE INSTALLED BETWEEN EXISTNGAND ORSISTERED TX IT RAFTTERS. PROVIDECLEARSEALER EV15 NEW STEEL PLATE X-SRACINGANCHORED TO EXISTING WOOD COLUMNS - RE:STRUCTURAL EWB EXISTING T'X 1T'ROOFRAFTERS TO REMAIN. CLEAN AND SEAL WOOD. REPLACE DAMAGED RAFTERS WITH NEW ROUGH SAWN 3- X IT AND REFER TO THE STRUCTURAL DRAWINGS MERE NEWWOOD RAFTERS ARE TO BE SISTERED TO EXISTING AND FOR IMPROVED SPLICE CONNECTIONS EM EXISTING HEAVY TIMBER WOOD COLUMNS AND BEANS TO REMAIN. CLEAN AND SEAL WOOD. REPLACE DAMAGEMMISSING BEAM MEMBERS PER THE STRUCTURAL DRAWINGS. F1 NEW CAST IN PLACE 4" THICK CONCRETE SLAB OVER 15 MIL. STEGO VAPOR BARRIER OVER fWASHED GRAVEL OVER COMPACTED SUBGRADE NEW 12" GALVANIZED CORRUGATED METAL ROOFING PANELS WITH EXPOSED, GASKETED SCREW ANCHORS ON 30 LS. ASPHALT IMPREGNATED BUILDING PAPER OVER 4" THICK MECHANICALLY ATTACHED POLYISOCYANURATE NAILBASED INSULATION PANELS WITH INTEGRAL 1&W O. S. B. ROOF SHEATHING ON THE EXTERIOR FACE OVER NEW 1513T' O.S.B. SHEATHING INSTALLED DIRECTLY TO THE EXISTING 1"X B' SKIP SHEATHING OVER SISTERED AND OR EXISTING 3" X 120 WOOD RAFTERS. PROVIDE 3'-0" WIDE GRACE ICE & WATER SHIELD AT ALL EAVE CONDITIONS. CLEAN EXPOSED EXISTING WOOD RAFTERS AND EXPOSED 1X SKIP SHEATHING. PAINT INTERIOR FACE OF DRECLYAPPLIED 15 O.S.B. FLAT BLACK PRIOR TO INSTALLATION. REFERENCE THE STRUCTURAL ORNMINGS. NEWCASTINPLACE CONCRETEFOUNDATION WALL WITH T THICK 11-10RIGD INSULATION ON INSIDE FACE. Rt SG1 7 _---02 _ is a E L m um CL M 0 }I f� ._ (D w m Coll VI 1F 0 J 1 U) _ c.� Y ELListm© Bt,r KING HORSE a Packet Pg. 190 3.f r EAISTING LOAFING SHED -SOUTH ELEVATON L/ 3N8'=1'iP LOAFING SHED - NORTH ELEVATION - n EJU16' V 3�ST- ING 1'-0' L i O1 JI✓ N� • L4•� • •_•• - LOAFING SHED -WEST ELEVATION - n ExISTING- nIXISTIN6 11C'=1'�" l'J 3H8"+7'd' Cu N a L M LIM W n M U) O Cu CIO A VJ O J L rm W t V ELLisimo BttK(NG HORSE a Packet Pg. 191 3.f i w uw EW7 EW2 EW! 50 E'N2 EN2 EWl EWl EN2 Em I I�I)♦II�I�I��I�I�I�I�I�I�I�I)♦I I��I�I���I�Ipl�l��l�l�l�l�ll�l�l�l�l�l�l�l�l�l�l�l�l�l�l I�I�I��1�I�I I�I��I�I�I�I�I�I�I�I�I�I�I�I�Ipl���l�l��l�l�i -_I rm m��MIN imm Nomom MEN o"IIIIIIIIIIIII' I �W MINIM son m 110 0 son I in I I, I NEW LOAFING SHED -SOUTH n EIEVATgN U 3D6' • t'-0" LOAFING SHED - NORM ELEVATION - 7 NEW L m�!�6�hm�ll LOAFING SHED -WEST ELEVATION - 6. LOAFING SHED - EAST ELEVATION - NEW �`T -� �— KEYNOTES NOTE DESCISVTION --- U x H a) ns Cn Cm M a E Cu um M Lo 0 m M .0 I� VJ Cm rm LIM C a) t £ y Y Y ELLISIM© B14KING HORSE y a Packet Pg. 192 3.f ® STOREFRONT HEAD T =1'-0' CMRUMTLDO V.MR RMcNGMIKR IJT=RIME SHKAM'NGO R!NML KAMED RIM EMLA ws OVER 1?OM RW. NWREAuRM M EumINGaFPaaP lIEAMNO� Gan. MLv CRFEWEPIMNNO � N ftOw O 11 FAVE DETAL 2 V 11?=1'd M MM rowTO ROIIG W u1GNwl Mo a /1 EANE DETAIL 3 l'J 1 1fr• Wo" wsnW GRG$TMEo aauGXSAvmLw. a.PTsx W SMU pE1NEDl RAFfFRS REF: SMUCT. :1 BLW`IVA. MM.9FIL RIE*WM MPEDC£ W RVVNCD Wltt ANOO.NW ERNE MmALxvnrowTGH m01SEFPONI MEFNSIRdM FGIf, NiO BtNAVI LMINMGFR RCD PEVNi W&WKFRRW n1EgWLYMM14MM KLM. mtliEFPCNI W1NN/Nm3TEM W/ WL lfaL 0 .n. LOAFING SHED WALL DETAIL LAP SEEP ORl11FR NMNe=XC E SEWUGAWD . DOMUMMoaav MR V I PGLFMGGVM VIOSBPOJF SI E1TNNc ovEn � rwL R.eED MFSHFATEING MEw M EMRmpP &MEATHN3 SLDRIMM EEMMIM)OGE. - EAOVER RGi �. coreMucnaN EX,FRD MXRR MD FETK84C NG W ro NEETNRRII M - SIEELOMPED EWER DOER t¢osBSNFA K1n1 WR IR WERMFRR/J.EYiLMX- 1 IDAAEI O MTTINSEIL WER �{I. E¢asRSIEAMNG �, RAltf CONOMON 0 METAL ROOF •J 111Y•-1•0• 1m GLLv CL ATEDLETu. PMELrD wrcNEwanNG 1¢ WBSNEAMNG VRMTYWK MRBIIiRIM OVEP]I'J FPMiN3 Wrx Pns MTrlrsw,nca "¢ GGNnN1wuB RWtiC09M1FAlIEN3 FAGIINGGgIRUGI.IEOMETN. FABIFp dt PFlYB111T.LTEO YA`CD GP096 MAGNG tO RFAW H FJPPSFD � FA9lYN'di RFIWIDTPTED VA CQIIMN axcREIE WLwJFOLMGAnaN BELow 1: R-,EBLT NSM VI GvP w MM BLO«IND 1¢OE OHM"NOvuT KMR aNPoERW/ KUM MINE LETKV M IAATCHSTaiEFPONF EFNnxDwD caLLXFI euD Ca.UIIX N[P, 9EN1 WD IEASIIINi LLv MIPRwE FtawIN0. STOREFRONT M6Gan CR0.4BMfE /SNEECEO 11�1i-11' '-0, 1¢GP. BDWAMOV WQ5 wI FRM,INGLMMR.NRRRM llxOvc lZTCM8 W/ rYUMBPBR ME MU& M IETN VrBIP TO wTLH GiaVFf RONI EXST2V ItalO1L4YM Nn. $FILNIIIIDRIGIER ROD RAPIERS }ARMERS 818IERFDREFREF S :MIICI I MI TEII W/ UML RmEL GK1 UbL IXSYL OIAOW SEI qi tN3 Wn Rdifi5ALw1 FA9CN RIMO -mEEl YAB MIM W/IEMMDO 14MID KTNEEN EMST MFIERS-SFK(IVPI EWE W/FASM/@i. SFK 2Cl2WD BIK6 - FASIIXGN9CNOS5 NLIDBER11sENEMm RIFlE0.5 w,� REMMN . WONT PFMMHEWISFD ONTXI3 M6RN LElµ FV5XN6 SNE RE WOR REFS EE &W NEW CgIDIETOP RA'E NE'SMILT ENSNNGCORR K ?EU MmKSIDING PlOFS, WMEET NEW S-CPEFRONT WRL FlJ3NNG VA BEAM IOXEMVM, 9FNL "p NGVACOWw FASIIX3 WG La11MJMRFNVN-$FK ~ _ — STFELCORIERGUM tV911MCaiRUMTm NETK TO REWYN __TypN OVERNEYICORRMI:TEDrtO ._ --T MET�MFRo N ER EV"NG<0RRMlED5DNG YIAEKKRMIRER bAUR laMWlEATIEXG \ OYE91Y8 WNLFRIMNG WRXR-196ATT <CPo111MTEp IETK9Mq Ala MEAMIIIGMIN END WALL CONDTI01 OVERI¢OSBMEATEW IMRovMl¢o$a VMOR MNPIER T CM (VDBEIWFFR NEW WMl 1"=1'-0 AO EAmNGWA .MRE STE&UMRERa D • d g• ' '7 0ST OREFRONT SILL 3 =1'_0 TAPE SEA) RM,MMTL C yIT0c wv GOIMUMTEDG vMR ROOFNGOVER1¢OSBRWFSIE W rylEp f NNL IM9EU XI W IHSIIIAn W VVER ¢o9 Roa sxrAERlXOLwGR ENsrwGPEPUREo sNP s1EwMING STEEL GRIPE RIME IEMIEDE ExrFRD ovM RQ'.P coF/sTM¢noN EKIE ND coRRDMTEo rcru SIDING Ev O RTEEI [Ma' LEEU OVER METK ROCf. IM F E EWE YrR BOIX - EA9nNG RCL AM BEAM EMSTIWIRE UTAMD GRTSTOREMNN EASIMGIREIMBUTAM➢ GIOS4BRACMG70REMYN NEW CMRUMMO METH 901NG WER 1P OSB sMEw1NxG OVFA AB wNI. FR.W HGNRII fl-tOMTT Ns11UTCN OVER t¢ OSB NEAnING 1 EASTNGTM1BEPfALLMN 1t¢ - ro REMun ry EASTMGGONGP[I[ PIER iOXEMVX n WALL SECTION 1 U 12" = 114 NEW COHCRFM FW WRTKK! W/P-10RMyD1 411,FSiN1 MWHDELST RFAS. PEP. SMWT PERTTO REMMNN E RM am 1'E wwu+ullM EL 110-J NSIBRED R/Jl£R TaL BEa'NFIC BEMEEN RAFTERS NEW W0RRa'WUTA EA9ONG M REI4BIDiwiEO W SILL S W-NP WERE MUING OR RFIVBIWT®BL WO PW US SIX W. WMR-I A MR'NSM wnON 1¢ OSR SHEAMNG WITYY4K COMMERC XRWRIER VIRM WRIER EARW$GCMUMTEDM A.SCNC =1 -_EwwIRTUCFRRS MEPDPNMEETH WAT4UFRM WN 8R5TIROCRR L ot T O FOOW_ G1 EL BP.P 1¢EYPAMONJaM JESOG MIERfGMVELfiME I II_WVMI142IUER-13Ma004SUL,[Nm L MOVIO EAm, %PAS, DOFF'. STNUCI Eusnxbcoluwu PlEA BACK WALL SECTION O am OFRONT WALL SECTION /a?4 1{f LS:'-'.tl:I - &W STOREFRa LCGR REXISII AMDANDRCf Na EXPOSED MSTNG SHED SiRI G E Cu CCn_.1 L a E L Cu um Q Cn Cn w W .P� Y/ a O 1. }1 Cu Cu ^M W w� W �I^ Vn%\ VF M O EXM11WHEAVV WFRREPT EAS NNG La1C. FM IEWiXMN EFOINWnON WIR.IUMG.DINS INSTN Lo MGMDEAST PER$. AU STRUGT W 11 E WNC. PAVING -RE SREPNR MI, V S Y BELLiSIM® Btj',KING HORSE a m..x..m,aw,N.Mmm.1R. Packet Pg. 193 3.f DOOR SCHEDULE MARK FROM ROOM TO ROOM N7D1X HEIGHT DOOR FRAME u �a COMMENTS MATERIILL TYPE GLASS FINISH MATERIAL TYPE FIKLSH 1U1 j7wMl ;.0 T1`: ILUMRAR4 IS IWT W RN KUM PIERN BYM LJF. IM Twmd T�C T�Ir µUML1AA4 B lls I P mm Kum PF HN BY MI . Iw T.NW] T C r Ir µUMUA18 'B lHI % mm ALUM 'Pr IN BY IMNUF IN Fw VtB ;.0 r.Ir. KLµ9A98 B 1N'r PIEFIN Kum '.PERFM Br MI . IM 1. 5 T C T'Ir µUM'fi/SS 0 W'T RE m 'KUM PIEFlN wMINIIF. Iw TmWtg r.0 r.Ir KUMRiA98 a 1wI P.ERN KUM FIEFM BYMI W. A B FLUSH DOOR GLASS STOREFRONT DOOR I ALUMINUM PREFABRICATED FRAME Tl DBol TYDBB 1/ r-IV z r r z rr r.xvr n T T SIT 1 TYPICAL CURTNN WALL 3116" = 1� ELLISIM© BWKING HoRsC n i CIO Cn a E CIO um Q Cn Cn Co Lo B Cu cn C J Lo C t V X� Q 0 Packet Pg. 194 3.f AI iC Ir A B C D E f 14,. G H J K L �>oso ass sv ns use vo y I M M l�je r�Yu .er yu. W*i!=3;'� AJ � p— •J �.�.. .anew - �ziz '/ I /� �D ry o. siz�z.•.o ••r.�d.svµ •a �nn.w�.. � p J F .I....u�n +.•.T 3 I I I I I I I I N.1w[.Mn YIGM•LIC LLr Ip.Y. •^.df Ka....�. I 90 i N (D�R f Framing Plan M1'�in i..�.wv nnM pww wawvn �e.m.K�ww.rnN.a wu. +.. d�M. �� n.M.•v.,'� M���^]^�G9'••d.�rr ai mrunroWM In + w�.en. nav .uyRee d��. P^r'�Iv ..a �ti_ex�w...� d�iv ��fds.w rd^hn °.T a•d...�d✓tr�rvM•+ na�pnMro..up.rn�M T•...w.e. u..•wdm y.n.+.fT•e^Y.rn. 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FNNFD"I VERIFV93EINRR 17041FLV S.m `/411LLEDGERµ D INW ASREGG. 5 KEYNOTES L NOTE DESCRIPTION 0 Y E01 WALKNCOOLER-6XB' EQ2 WALK N FREEZER-6X6 E03 ELECTRICDECKOVEN EQ4 WIN.HOLT HEATINGIPROOFING CABINET EDS BLODGETT BAKERY DEPTH GAS CONVECTION OVEN EDE CPG 3V 6 BURNER GAS RANGE E07 HOBART 40 OT. MIXER EDO MCNEM108 OT. COMMERCIAL STAND MIXER EQ9 SOLWAVE 120 V STAINLESS STEEL COMMERCIAL MICROWAVE EQ12 W-WORKTOPREFRIGERATOR E013 36'WORKTOP FREEZER E014 UNDERCOUNTER 50 US ICE MACHINE EQ15 CURTRON W 120 VAIR CURTAIN EQ16 WALL MOUNTED HAND SIN( EQ17 VEGETABLE PREP SINK E015 PASTRY DISPLAY E019 POINT OF BALE EC20 ADVANCE TABOO 1S GAUGE 3 COMPARTMENT SIN( EC22 WIN�IOLT 40 PAN ENCLOSED PAN RACK EG23 1Z WNEHOODABOVE RE'. MECH. EQ24 24D X Wbt MARBLE TOP WORK TABLE E025 STAINLESS STEEL PREP TABLE EMS COUNTER MOUNTED WATER DISPENSER E027 2'X Y MOP SINK FF1 TILE OR EQUAL P1 NEW 2X4 WD. FRAMED WALL WITH 51B" GYP. BD. EACH SIDE, LEVEL 4 WF1 FULL HT FRP OR EQUAL WF2 PORCELAIN TILE OR EQUAL, RE: ELEV. WF4 6' FRP WITH CORRUGATED MTL. ABOVE L U K Fm FINISH, PRIME AND PLAT. L a L LL & @ Q F 3 N Cn r COMMENTS B MW F. 9V MyryF. i1.NI gAIE TIMLSNNG M PA9amF Pfllvnc PAYKE �, /w� YU) O DOOR SCHEDULE DOOR FRAME I FROMdTON ROOM H MATERIAL LITE FINISH MATERIAL FINISH 1@ SMnNG i-P J. 11' µVMGW$ 1MT FAFFh µVA PEAFIH 101 mlT MN S-C T. 11' KNNGLVS A T ^MFM µVA PNEFIN 1@ 19 NiC51FN l-P a DVD INARO IhT SM 1^ 1 t@ MEGI IMTGIEN T-P P P Im I- PN1 NM JeRT IRK MADNG lumsFA Rfl.]-P E-E hVD 11PNI NM l^T 1p5 1y IMAPM f-P C.P KD I. Immp R? ram. 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Main Level Floor Plan RV,TIi OR EOIaIL �iful OPM W11 CANB a OO wy1A VMILA IIWp. ra:on RESTROOM ELEV.1 l_ I 0 ------------ O i I I I RESTROOM ELEV. 2 1 1 V 11I iEINREtI Izo aNELvas.wr, IN L LASRIKM i IN WKL.6PE09 KEYNOTES MD7E [IESCMPi1ON COMMENTS aE.K / a1V Nll EWIIiM W LEWE � CwN / Hp � ]TA wM1 wRAIC+\lEo aL iocEENG 1RlFA3E e+Hw Ra b w EXIEgI WNl wf1111wNGw m Cw' r NE PUN \A WAII FINISH DETAIL (TYPE WF4) AL] IyEa'-P+ INTERIOR WINDOW ELEV. f INI t y � BtK1NG HORSE ,ELLIsiM® a Packet Pg. 202 3.f r KEYNOTES I� NOTE DESCRIPTION L C1 EXPOSED TO EXISTING ROOF FRAMING PROVIDE CLEAR SATIN FINISHE SEALER W C2 VIKYLCOATED ACCOUSTICAL CEILING SYSTEM d GYP. SD. OVERP CLG. FRAMING ®IS'O.C. E023 17 VADE HOOD ABOVE RE: MECH. L e x m H (L) �a a� — 1 a� I I ; N I c` (o� t F� Q CEILING FINISHLL \ 13 - N '1 a _ I C PROVIDE BULKHEADLo (� T I a.-. C - I p M PROVIDE BULKHEADS AS I ! �1RmTINE NEEDED TO ALLOW I !! FOR FLAT DROPPED VINYL ACOUSTICAL I _ •'T CEILING J N _ I I =VRE BY STdiE RRVR y♦ NM1 CMlE0 OlAVB1KK CFIIINOTLE FIRST FLOOR REFLECTED CEILING PLAN CEILING DETAIL FFi■PI At.1 rue u+7 :Q NO uuF v. . o Lo RA 0 RII ER s � fD B(ZKING HORSEZELLISIMo o [ a L� • � wurnre.xm<rw uiRvJsrun+ Packet Pg. 203 3.f E1Y811NG 110RIZONTN SIR+ICTIRN. BRICNOTOBEREMO`/E0. 1 I I 1 I I r II� I 1 L?IYII1�N ELECTI gCAL ouTuEr KEY — _ _ I _ — _ SWITTfl DUPLEX SWRCH I' y EXI BDEN RACES rJ TRACK LIGHT TO BE REMOVED T \\\\ .IIyI1 1I� I III WALL MfD FIIRURE CEBJNG ARD, FIXTURE _ ® SUPPLY AIR AT CEILING I m RETURN AS AT CERNG n LOAFING SHED -EXISTING FLOOR PIAN Qi L INaFNLIRpTWNlTD EQ aTNUNEOF„ F G H J K NEW KD 811N WAIL REF amlA:nANJ ECW N st atN aHT 1P _ of ISQ .r0 tad vv CI MI 1PI 1Sd _ NI 71 T WENBnNGDN TIT —f`_—_ _ - _ ^---i6r.LLLIEWWNI ill"— Ir uNEa Mq RIu tCJVEr- E'IIINUTATMIMILUNN IN BETKEEN FArflrvpnENV UTAIm TIMINM I/ m M EWS wPPPENr UuvsTITFP ,II' I_ { I - I rvFw OR HAAC I� IfWdi ED B/ m q r 1 I F1 NS BPUCNT CE6 g 31FUCT • 8 YYYIII 2X4 PAP 'I-N-'.-LL T■' RE AIOADL101 UTE NE-014PEMlPPEIEWLNTE '1 TO FL EIEVATNN GYP EACH SIDE Ili "REFc ORAYAIgS niFDr�DEAruniGs I I Ili f it I '4=0 A8=g1 � I'I 11 r vE14BYlrATTDCOLutOI.IY�IP� 11 — REwsurArzATO T y Fi T E1l'HANI L Ft 4 {Fi] EW1-} plsINTI)RE EyNWp ��/ (((/// TOT HAVEOJCT 511 GYP EACH SIDE rnucrwe ll ,-s NOT HAVE l AUTO n,2 nvr 1012 r _ ,Irr n1a AID 1m 1+12 nl •217 TIT i.? GI12 TAT -0.7. PI tR SAO FI rT f-112r J-1P �f1 Y! 1112 TIT •II2 S-0P T-1t12 L1TIT T-1112 �.r17 l�1a TIT 1�r VJ 41W TAT, Y+V2Ivy III r Y .EvAF 4. _ _ - Em 'I r =iE188nMp OR I I"' 1 RENAMUTATED cguTTN. TV PROPOSED DOOfl r I - TNGRoTI TTHS LOCATION la -Ilia IJ-R +x-R •r.r a•r .r s.• IT IF u.v a-• LOAFING SHED -NEW FLOOR PLAN AMA 1939 JESSUP DRIVE ems'=I'a' - UNIT 130 TENANT FINISH PLAN NOTE DESdBPIION _ GENERAL NOTES. I gMFf1810NBME MEWIEDFROM WT9EE F/rCEOF FR4W3T0 PROJECT NOTES. 1 FRIMIN[iwBLOt1TNAClORTOFVIIMBMMn INBT/aL NI WOOD WAIL OUI&CE FME CF FAAYNp ELOCpHG FdiFpLMIIHGCf N1 EgAPMFIIF I(NHnHO FgIWES GA N4) JiLLLOMENTS WINEUSINTH THE .I47IX)E OTHER qL OTIfA LOf4nOF6 WHERE F1NeNITEN8Y1E TO SE SECURELY TIONS HERE FI SHITEWSMET SE SECURELY INONPFKLIN=6 REWWENENIS CF THE IFY.L IMCCOE REINfi U8E0G NEW1nCILCGOE GA9IENFD IOIIE FlMBNED WILLLM CFNINO AIG WrnC1UL ELECTRIC CODE Nl gRREM Egng18 T FRPMNG 9VRLONiPKTdi TOFMNBXNiDHTINLNLFgf 3CdI1MClOR BILLLI RENEWIIE CRAN910E FlELOVERIFYFAEIRq BLOIXIIG IN LOCATNMl9ASREWIREO BYTNEIMEIONngML CIXigiIONS.NO VERIFY NI ABFELT9 Cf 1H8 iR21ELT p110RT0 RE50FNMLCCOE TIPS BEgNNINp /JKXIIECTIUDb/AER OCIXLSTRIICTONNIAEF` RFFREBEIITATME FNA'gECREpNKAE4 3.FP/y1q N9OONTRN:iM IO FWNeNNA1NBTNLNIBLOCWN3 BETNf FN 8ND9 AT EDOE iFaW CF f %i SNFAI q!G dl F%IEFNM Y NLFATERNMINDIMFMdt WrIERW.9 NlDM8XE951WLBEA9 SIFMVYIIE ON TIEwNYRACFOOCUMEMSTALED GOTurFD BYTNE (XVNEJ AV.NfA.COtrt MLipi FORREMS WTAETNIED AFRiYNONRCOMaACIOR TOFWNL411PFL IFBTNLNLRIMIUIq, G08TINOINOBLOCgNJATGAEAR WNJNOLDDOMI LOC/rTg6 s. T11E EY8nNpW A TFI ON TIE TKKV ONWIBEVFNIFlEDVTNE wCTOR PRIM TO WNTTRun S. SEESIRIILINtKORWM39 FORT TTI WJ INKNUN gI r AMINMIMDF41WHIAVVR0FCUfiM GFAWOGRAYELdi CRUSHED NagL DEugO ac ciFs auU.6E FLILEO6ElEATN SUa S USE OIIYMINS EO. IANf.WANNVE GRPMAM wTEflVLq N11 N. FlLL IMTEAMCTO SEIPFROaFOw WMFA RFP E CLEMENOREMEAMFECTEOWY TRLC+NNI. +0 Nl MATERMISTOEINSTNIID FER WMiN:NRERB pEGFlCAlN1N4 UHIES4011EMNSE MTEO L oM RF£HIENCELMIWGVE PFI.IP FIAN FOR L TounoNOF FNmw Q n1FEBTOREAWN 0 1 NIA W L U K Fm Le Ira CCn_.1 L w a M la Sol M 1 ILL Q RE-gUDEF%IERNR SRETOIMTLM FYAEN FLOCM EIEVATCN ♦FS N --- tZ z L17 r S- arr O 3 I a.r I Cu D1 LANKSTO REMOVE THE EXISTING CORRUJILTEOMETAL ROOFINGDOWN TO THIS EXISTING WOOD SKIP IX ROOF SHEATHING REPLACE OETERIORATEO IX SKIP SHEATHINGMEM- SERS WITHR UGTII SAVM DOUG FIR 1XKCOMMERICA WI WTCHDTHOFT14EEXSMINGMEMBERS PREPARE SURFACE FOR NEWO SS SHEATHING EWI NR BOD STUD FRPMING02I"OC WITH NEW 12" GALVANIZED CORRUGATED N ING PANELSWITR EXPOSED. GASKETED SW A SCREW ONTYVEARRIER ON II6"OSB.SHEATHNG ON MOD R49 BATT INSULATION & VAPOR BARRIER ON INSIDE FACE WITH 7118- O S.B. SHEATING ON INSIDE FACE WITH EXISTING HORIZONTAL WOOD PURLINS AND CORRUGATED METAL PANEL TO REMAIN. EW2 NEWTHERNALLY BROKEN ALUMINUM STOREFRONT SYSTEMWITH DOUBLEINSULATED LOWE GLAZNG FIELDVERIFY EXISTING OPENING PRIORTO EVICT NEW CAST IN PLACE CONCRETE WAIL WIM BOARD FORMED OR SAND BLASTED FINISH ON EXTERIOR SIDE WITH 7XZ' FURRING AND 2" RIGID INSUL ON INTERIOR SIDE WITH W POR SAARIERAND BIB' GYPSUM BOARD BELOW THERMALLY BROKEN ALUMINUM STOREFRONT SYSTEM WITH DOUBLE INSULATED LOW-E GLAZING. EAST NEWWOOD ROUGH SAWN VIX 12- WOOD TRIM TO BE INSTALLED BETWEEN EXISTING AND OR SISTERED 2" X 12• RAFRERS. PROVIDE CLEAR SEALER Em NEW STEEL PLATE XBRACINGANCHORED TO EXISTING WOOD COLUMNS-RE:STRUCTURAL Em EXISTING SIX 17ROOF RAFTERS TO REMAIN. CLEAN AND SEAL WOOO. REPLACE DAMAGED RAFTERS WITH NEW ROUGH SAWN 8 X 12-AND REFER TO THE STRUCTURAL DRAWINGS WHERE NEW WOOD RAFTERS ARE TO BE SISTERED TO EXISTING AND FOR IMPROVED SPLICE CONNECTIONS EW7 EXISTING HEAVY TUBER WOOD COLUMNS AND BEANS TO REMAIN. CLEAN AND SEAL V4000. REPLACE DAAGEDUISSNG BEAM MEMBERS PER THE STRUCTURAL DRAWINGS. F1 NEW CAST IN PLACE 4" THICK CONCRETE SLAB OVER 15 MIL. STEGO VAPOR BARRIER OVERB WASHED GRAVEL OVER COMPACTED SUBGRADE R1 NEW 12` GALVANIZED CORRUGATED METAL ROOFING PANELS WITH EXPOSED, GASKETED SCREW ANCHORS ON W LB. ASPHALT IMPREGNATED BUILDING PAPER OVER 40 THICK MECHANICALLY ATTACHED ' .S.B. ROOF SHEATHING ON THE EXTERIOR FACE OVER NEW 1EO2' O.S.B. SHEATHING INSTALLED DIRECTLY TO THE EXISTING V X S' S POLYISOCVANURATE NAILBASED INSULATION PANELS WITH INTEGRAL 1532 KIP O SHEATHING OVER SISTERED AND OR EXISTING 34X 12" WOOD RAFTERS. PROVIDE VIOL WIDE GRACE ICES WATER SHIELD ATALL EAVE CONDITIONS CLEAN EXPOSED EXISTING WOOD RAFTERS AND EXPOSED 1X SKIP SHEATHING PAINT INTERIOR FACE OF DIRECTLY APPLIED 15f3T O S B. FLAT BLACK PRIOR TO INSTALLATION. REFERENCE THE STRUCTURAL DRAWINGS _- NEW CAST IN PLACE CONCRETE FOUNDATION WALL WITH 2"THICK R40 RIGID INSULATION ON INSIDE FACE. SG1 A I^ M 0 J I k � m i 4�J RF.LLISIme ftKING HORSE o a m.IYmrvmlrwlYmY+rp1 Packet Pg. 204 3.f ABBREVIATIONS NINE ® AT IN) Hew A.F.F. All Finished Floor Il NemC tmet A.H.U. Air -Handling Unit ll5. Not to Sine B.D. Bottom Of MM. Nominal B.M. Benchmark O.A. ?n l C.J. Conrri O.C. Dn Center C.M.U. Concrete Masonry Unit O.D. 0Awe Demeter CO Condensing Unit O.M. Overread CAR. Cabinet PL.A Plastic by to CI CeramkTile PT. Pressure -Treated CONT. Contbonw an Paper Towill Dispenser D.F. OrinkinB Fountain PLVWD. Plywood DBL. Double li Point Ds. Doenspol R.D. Roof Drain GIVING. Drawings R.O. Rough Opening E.C. Electrical Conduit P.T.U. li-Top Unit B.F. li Fan II Rainforia or Ranieri E.J. opinion Joint RELL Patterns (flooring or Wu) E.W.C. Ell Water Cooler II Required Be. Esob FILE. Raisin Can, Epby Paint RNO. Round E6 Equal III Redwood ERISTor (E) EaiNb{ 5%.1L Suspended Acou+tral Test EXT. Egtel SC. Solid Cara lwaad) F.D. Floor Drab S.D. Soup, Dispenser F.E. Fire Extinguisher S.S. Stainless Steel F.V. Field Verily SAILCPS. Eallor Course(masonry) RN. FinUh S)L Sheet FIR. Floor TP. Toilet Paper Dispenser M. F000l TEMP, Tempered (glass) GALV. GaNgnRed T.O. Top Of GYP. BD, Gypsum Wallbwrd TVP, Typical HC Handicapped U.NO, Unless Noted Otheruese HC. Hollow Care Wood) V.CT, Vinyl Composelan The HER. Header V. Vent X.M. Hollow Ii WPT. yeNKal HORR. Hodaantal V.T.R. Vent Thru RON I.D. Inside Dim re V.WC Vinyl WsUC yEAHg INS.STt. Insulsted stew W/ WBM1 Fill Interbr W/O whmA M.O. Malawi Wal lM WD. Wood MANUF, Manufacturer III MOW JESSUP FARM ARTISAN VILLAGE AT BUCKING HORSE FORT COLLINS, COLORADO PERMIT SET APRI L 16, 2015 ARCHITECTURAL SYMBOLS DESIGN/BUILD INFO Property one ,, HomYrYIrYOVO a Ie be.I�.e.e Ellin{CrIntwr ....-lS•• meal gporrol N Ce xml In wl,emedg9Bw.nmlow or WallEevallon m mmceww Worm pnuluemrrvnmxe ra'tl r, rn New Coeur i° P^eagw 3MMury analbewP^'Wla q,nn eax4e Eaument/SwhxA . e %eMeme whvmntlu wpiRl eFpwM qNe wme�aererwJra to men Mt]IMCMnowin a Lnlm Sewer N DemN us adoo ourvea IcuEom and pgmer lWR.lwY reuerq v. sUnmtic.n velure ell ry ueb,ery rw 0..pr.nlm'. Water Une mow— AA t t S art Goal Una �� 1 lismi syaumi abrI'd ovpv it I'll sewiM OuiUln Seatlan E waani wgscne ani W Its onner S sranni to rmss tlw Prnnlmm Is the 201 a NEC M its iell 4Di11 norm Storm Drain ocNem ere sA,rab, rn I eN Iran or or 6mpn i'unl OPIUM® 4samnrrmennveNVlmtlon dsu roulnsan Mu/df FNr reword®ru al.m pier w maRora Spat EawWn �-- Wall Section w gya Pwmproudn rawee F wnwn )Heemgoudebm b,k AFFmcnNr urvenngsd ethernet Werdaw Type © q) aPrwldl�lalDaP erp emerRm•YGPrmnS rrsgnrM Y Nsoos Drawn,g Tg�� Grin bore e M Gravel Nrmbr 1— , BUILDING CODE sheetNumber----�' Stow 21h,8101fift Room Naar RODM NAMf mowmmbmmaz� Room NYrrIMr� E012IW yri AmlMmenb 2012 IrrenubnN Mi Uld fat zg,)In:er.. EiiCenMOMCaleand MATERIALS A41PPE sbrWvd W 1 :001 CootM Nne oo 2012 InvesoorW Fob Gas Code 6e memo ® ® ® ]OR lmrvwderul%u mono Ce0. )ma NNenY ElsRlc Co 2011 rnbrrueor,a' he Cob pmervsmN VNpd Spin Gypsum Board BiR InsWNbn O ® _ pypply�� �a T)p L0-Nompinpsrs0 Te♦ Wu Nyn LwMMse MSF Wood Bbckln{ Cast In Play Coro. Rigid Insulation Pmmst faMrep _ Remud files n' n'TypM ® go TNNrz-LA f Nss.l4 "Sort III Woad Concrete Visual Earth Granular Fill Bn:gnp 4se.Gnrpvn boa. go® pastorMy all Grm -)I Ccvpsnb Plyw Wd III Stone ELLISIMO IIIFOI all 1 Lptl DIEW1.0i 4 INVISTMI N'r VICINITY MAP I }I 1 n CODE PIAN MtKING HORSE DRAWING INDEX "' O aRcplEcrlm/L (a At MCCA IVYA MID Di OWNERM 66 '^ For cu N 5}RUCNR CONI N m VFrIJF� VI O J 1 �a E cry CU udi Q a NMnmoracr NO 1448 Packet Pigs 205 3.f 68m % o REOD 6 E f w6OUD swfia E CPNTFRTCPAND NgOXPER TNYNT9R 8 ASREOD eRESTROOM ELEV. 1 AL] ]TALL: VP•(o I I ti aROOM - I VJ vl YTxM ypID Blau DOCAS 6wN DOOR W O W 6 TP1fXIWM)WME PROMITE =4NO I AS REO9 v.•sr aW .yN Area uw STUDIO I .NIA" � I I T T 1 FLOOR PLAN AL3 yyp W.]b (.P i +l 41 IRESTROOM ELEV. 2 A1.1 Free N••6rr GENERAL NOTES. 1 dME«mweARE MEAsuREDFRw aLnmdE F.6CE oFFRANIxcTDcurmDE FAI OF FR.W N] 3 AU Cw]iRUL110 51 WWNFORM WR TXE I➢RKWlE REOVIREMFM6CF nEFlLINCdIF BFNi IAEd MEPVMGLCCCf,WO 1NnCNµ EIFCTRCCCOE, NLCWREMEPnwS a cwrwwiw fiNKL RF.EW TNF wAwMa. Flm vERnv Fwsnxc CwbnO OF1N] ONAND NOMFLA9PH RE0RX%TO WOFOfa OpOREPM Iw NIDNOfIFYMCNIECT NaI OM6LRE%E]EMPnIE CFN!! mclePAxcn=.e a ILL ENTFAIOR NONIERIdt IMRAS I mVLLBEA9 mYIMI IAM RY w n1E OOMhWW& OR AS BY n1E TAAEIAlEI1 gNEgCONiRKKTw FOR IlEEl9 NT d:Tll® 6 nEFpBTINO cd101iKMSOEPICTEDw T1EEEOMNW09 Y1F &ASEDON n1EBESTAVN1 WORMAnw FM ewYLBE VFXIFEO FV THE COM on PRIORTOC 48mcnw a sEE smucTw.LLwAWTxcsfw AmlmNalnFwNAnw T A NMNM aF.Ww urBR v deAn DarnED awv¢w wumcDRaac OEV PD aF NNE] swu BE P4tE0 BEIE/ON st1H n u6Eorav winwm.lLNE)PAaBIYF onAxuMAwrFRLULAR FlLLAu Flu XPTFRw ro eE rPFRwFn ry ormm REP 9. CIENIEMIPEM4IFFEOIEDBV C0181RIICnd• 41 NITFANIS TO BE IHaiAIIFO fER MYIIfILIUiEA9 9FEOFKAIICNB UN w1EROMEM1'M]E N]TFD &mkoa cs PROJECT NOTESFXWDESOUD EI.WL NDAS 1.FR4.ING611BfbN1MCTOR iO iIIRNt94IN0116TµLILLNCCO WML E-09. 9NNNOfCR ACUMI1q OF NL EOUPMFNi, NOXnN(i, FI%IIPEn OM"L µWA n.TXRCONAt N METOE6MCUML F DTO OTIFR Ld'AnCIB N11FRE FH]X IlEM9 41E i0 6E ff CIIIELY F/9IEHE0 TO 1NE FlNm1ED W.LLL w GEEING ] fRM11NG61lCwIMOnIR IO RAN6N NOIH6lNL NLFIRF BLCCMNC IN LOGTnON$ N9 REOIIIRPD BV 1NE INIFN.W TONLL RF910EM VL cODE X/J], MEf INBT.YLIl14CLNND ]FRNNNSMOSAT ETNFEX ]iU0]AT ELGE BFAW OF YA6' 61QAMN0 W f%IFROR mfM SUrOOFtXg N4,8 • FRMFM'8110LONINKIPI TO FLPNm1 AFL 11@TNINLBLCCMNi, PasINDAaL 6LDCTax6Ar m:HAvc]LLNOLDOaWn Launch TYFlCAL Cl EXPOSED TO EXISTING ROOF FRAMING PROVIDE CLEAR SATIN FINISHE SEALER FFLSEALED CONCRETE PI NEW 2Xe WD. FRAMED WALL WT1H 54r' GYP. W. EACH SIDE, LEVEL ( FINISH, PRMEANDPNT. WF1 EXPOSED TO EXISTING STRUCTURE. SEAL WF2 . PORCELAIN TILE OR EQUAL., RE ELEV. I I I Ili I I - I II n I �<\ FIRST FLOOR REFLECTED CEILING PLAN AL1" uA6E W .1�f A x FEE • �r • �F1 W 1 Z31 1 d 1 N is !E L LL 1 Q � 6 I VJ N 1 17 I .. I � I v I = M w� W VJ O J L M = N E R M u_ I �F BC�►KING HORSEBELL LISIMO 1 a 1 MRDmw)cw.EETAR OFvppMMTa Packet Pg, 206 3.f ABBREVIATIONS AT (NI New A.RF. Above Finished Floor N.I.C. Not In Conti A.H.0 Al -Handling Unit N.T.S. Not to Yak BD. larom Dt NDM. Nominal I.M. Eenchmah O.A. Overall Cl. Cpntrallalnt O.C. On Cancer CIAM (pnccete Mnanry, Unit O.D. Outside Diameter C.U. Condensing unit O.H. Overhead CM. Cabinet all plane laminate I TL. Daromic The P,T. Pressure Treated Wall Continuous PTL Paper rowel 0lcpenser D.E. Drinking Fountain PLPWD piyavopd DI Double PM. Paint DS. Doxnrpout R.D. Roof Chain DWG. Drawings NO. Routh DWI E.C. Elactrical Candurt AT.0 Ropf - Top Unit F.F. Eahauat Fan MINE Reinforce or Reinforcing EJ. Expansion Joint RES, Resilient Foadng or base) E.Wi Electric Water Cooler REOD Recurred EA, Each PLG. Rowing E.P. FIT Epoxy Paint RND Round Eq. Equal FIN. Redwood EXIST or(E) Existing SAC.TL Suspended Acoustical Tile W. Exterior S.C. Soild Core(wows F.D. Floor Drain SD. Sor Dbpenwr F.F. Fire fxin"her SS. Stainless Steel F.V. FIRM Vordy, SM.LRS Sailer Course(meenryl FIN. Finish SR. Sheet FIR. Floor T.P. Toler Paper Decorator FIG. Footing TEMP. Temporal (lead GALV. GaManar" TO. Top Of GYP so. Gypsum Wtllbwrd UP. rywal HC Handicapped U.N.O. Uruna Noted 011urri H.0 Follow Core(Waad) V.C.T. Vinyl Comperirbn Tita NOR, Header V. Vent H.M. Hollow Metal VERT. Veto l HORM Honaontal V.TR. Vent Thor Roof I.D. IMlde Diameter V.WC. Vinyl welcwenng INSSR. Iruulatad Steal W/ wdh INT. Interor W/O without M.O. Muonry OpervnF WD. Woad MMUP. MVlu um MIL Metal JESSUP FARM ARTISAN VILLAGE AT BUCKING HORSE ARCHITECTURAL SYMBOLS Property Une Exrr Contain It"Contour Eas ment/Seth SanRary Sewer WitsruM Gas line Storm Drain :. Spot Elevation Window Tied Drawloo TRlai Drawing Num1mr—lainnt DwGTTL Stoat HumMr ran Sala Room Name- _.... __ ROOM FNM[ Room Number MATERIALS U� YA Dimensional Wood Steel II� Wood Blocking Caut in Place Corric. 5� 0 Wall Ed ins DWII Rued(l��ry" SeMon wal xrnPn 4 Gfld Una Rilid Insulation precast Coner ?IIs—L11 FORT COLLINS, COLORADO PERMIT SET APRIL 16, 2015 DESIGN/BUILD INFO D..�rar..ierg.sr 1 Fua Mwm N!IC[he owdgN[.dvGG onemrrlraca wgact m ecpwa p n[ onn l en rpur.e to mart Pa uw+bW deuc parcel2 in Al Vol PPP to sown nWM 1,11 In tlY<[P[n'Mrnn {mltle W itinrrv[o rW PnMOw x Nxneneu rynyon ii to avow Aare gnasen[be w ofoMb2IMV qri in* MMaere An rMlwmeal NepdNFwy rs I of one Aixcto M1IttY emmOhffW MheiI enfor u v I SnMorY+reupry ue ul rtuE[ In Mvn eM elrwmro ry rear Gulp Inbnl pwinrvkule Ele[rnu rvelw 1 Eleon[v swbme elu] we earRJ d who seefM ebhzMeCa Eurenb apposes Won certain A ere rpWrM to men epwhw MNe 20I4 NEC M W n, ewiN aim YPM Vernon w ens sh mI/br Yipn snob 2 Sear air riovs*lmannlMroux n oWetu M mmipYM hbfen Gal planbivYLrq rrawa uri InesnmM. 3 WpM neutleh to be iG FisbOwner, uxw ndM win ea A RwIG Ili tlpvP and airtaryrlry YpbnY as re WreE q sine _ BUILDING CODE �a PLaNa spd�aai. 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EW3 ALUMUNUM CLAD WOOD FIXED WINDOW WITH DOUBLE INSULATED GLAZING EW< CEMENT FIBER TRIM BOARDS WITH CEDAR MILL TEXTURE. PROVIDE 2 COATS OF EXTERIOR PAINT FINISH. PROVIDE W44 X 112' TRIM AT ALL OVTSIDE CORNERS, WINDOW 3 DOOR HEAD/JAMB TRIMS, BEHIND WOOD BRACKETS AND BELOW AT SOFFIT AT RAKE AT EAVE CONDITIONS, PROVIDE PROVIDES 'X7-11A" TRM AT ALL HORIZONATAL BELT BOARDS AT BOTTOM OF EXTERIOR WALLS AND WW'X Sl rZ TRIM DIRECTLY BELOW SOFFTIBMELING. ALL WINDOWS TO RECEIVE A RIPPEDISLOPED T X Z' NO. I REDWOOD OR SB-LS TO RECEIVE PRIMER AT 2 COATS OF EXTERIOR PAINT, EW11 PRECAST CONCRETE STAIR WITH TUBE STEEL RAILING AND tCEDAR HANDRAIL, RE: A7.2 FOR STAR DETAILS F2 3W OSB SUBFLOOR OVER II-7V PRE-FNGI NEERIED W OISTS. REFER TO STRUCTURAL FOR JOIST SPACING AND DESIGN. 0 R BttKING HORSE J o L O Y L U K m Fm U) B i ru N a E Ira um Q Tn Cn i M ui v Packet Pg. 215 3.g AA a AR2 z T.ft A E KEY NOTES NUMBER OEBCRIPITON EWII PRECAST CONCRETE STAIR WITH TUBE STEEL RAILING AND HANDRAIL RE: A7.2 FOR STAIR DETAILS R2 HIGH PROFILE ARCHITECTURAL FIBERGLASS SHINGLES ON 30 LBS. ASPHALT IMPREGNATED BUILDING PAPER OVER 15W OS. B. ON PRE-ENGINEERED WOOD ROOF TRUSSES AT 24" O.C. PROVIDE 3'4' WIDE GRACE ICE & WATER SHIELD SECONDARY UNOERIAYMENT AT ALL EAVE & VALLEY CONDITIONS AND PROVIDE FULL COVERAGE AT ROOF PITCHES LESS THEN 4:12 PITCH. PROVIDE RAR BATT OR BLOVNaN INSULATION. PROVIDE lr7 GYPSUM BOARD ON THE BOTTOM SIDE OF TRUSSES, REFERENCE THE STRUCTURAL DRAWINGS. R3 60 MIL FULLY ADHERED TPO SINGLE -PLY MEMBRANE ROOFING OVER SW COVERBOARD OVER TAPERED RIGID ROOF INSULATION OVER e" XPS RIGID INSULATION IR-20 MINI ON OSS ROOF DECK ON PRE-ENGINEERED MOD ROOF TRUSSES. RO SMOOTH TEXTURE CEMENT FIBER IXB FASCIA TRIM OVER 2X4 SUBFASCLA WITH SMOOTH TEXTURE SRW CEMENT FIBER SOFFIT PANELS WITH SOFFIT VENTS RE S'GALVANLZED HALF ROUND GUTTER WITH GALV.SUPPORT BRACKETS INSTALLED PRIOR TO METAL ROOFING PER ROOFING MANUFACTURERS RECOMMENDATION. PROVIDE GALV. 3" DIA GALVANIZED PIPE DOWNSPOUTS. MOVIE I2W X38"L. PRECAST CONCRETE SPLASHBLOCKS AT DOWNSPOUT DISCHARGE LOCATIONS OR COORDINATE WITH STORWATER DRAINAGE SYSTEM. RB 2? X X ROOF ACCESS HATCH RB SLIP RESISTANT FLUIDAPPUED POLYURETHANE WATERPROOFING PEDESTRIAN DECKADHI RED DIRECTLY TO OSB ROOF DECK ON PRE-ENGINEERED WOOD ROOF TRUSSES RE STRUCT. 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TY%CK L O BELLIsw(© BANKING HORSE L O N.d W L U LLK wr W E N Q um CL cn Cn M LO Packet Pg. 216 3.g n ROOF PLAN Q"..1rc•Ta L 17 KEY NOTES NUMBER DESCRIPTION EW11 PRECAST CONCRETE STAIR WITH TUBE STEEL RAILING AND HANDRAIL RE: A7.2 FOR STAIR DETAILS R/ HIGH PROFILE ARCHITECTURAL FIBERGLASS SHINGLES NOW LBS. ASPHALT IMPREGNATED BUILDING PAPER OVER /SW O.S.B. SHEATHING INSTALLED DIRECTLY TO THE EXISTING 1"X S" SKIP SHEATHING OVER SISTERED AND OR EXISTING 7'X WOOD RAFTERS. PROVIDE 3'-0' WDE GRACE ICE S WATER SHIELD SECONDARY UNOERLAYMENT AT ALL EAVE S VALLEY CONDITIONS AND PROVIDE FULL COVERAGE AT ROOF PITCHES LESS THEN 4:12 PITCH PROVIDE XlQ'THICK 2-PART POLYURETHANE SPRAY FOAM INSULATION BETWEEN EXISTING RAFTERS. REFERENCE THE STRUCTURAL DRAWINGS FOR AREAS OF EXISTING ROOF STRUCTURE THAT REQUIRED STRUCTURAL IMPROVEMENTS ANDIOR SISTERING OF ROOF RAFTERS. R2 HIGH PROFILE ARCHITECTURAL FIBERGLASS SHINGLES ON 30 LBS. ASPHALT IMPREGNATED BUILDING PAPER OVER 1S02' O.S. B. ON PRE-ENGINEERED WOOD ROOF TRUSSES AT 24. O.C. PROVIDE 3'-0' WIOE GRACE ICE S WATER SHIELD SECONDARY UNDERLAYMENT AT ALL EAVE & VALLEY CONDITIONS AND PROVIDE FULL COVERAGE AT ROOF PITCHES LESS THEN 4:12 PITCH. PROVIDE R-38 BATT OR BLOWN414 INSULATION. PROVIDE 12' GYPSUM BOARD ON THE BOTTOM SIDE OF TRUSSES. REFERENCE THE STRUCTURAL DRAWINGS. R3 W MIL. FULLY ADHERED TPO SINGLE -PLY MEMBRANE ROOFING OVER SS• COVERSOARD OVER TAPERED RIGID ROOF INSULATION OVER 4" XPS RIGID INSULATION (R-20 MIN.) ON OSB ROOF DECK ON PRE-ENGINEERED WOOD ROOF TRUSSES. R4 SMOOTH TEXTURE CEMENT FIBER 1X6 FASCIA TRIM OVER M4 SUBFASCIA WITH SMOOTH TEXTURE 5/1W CEMENT FIBER SOFFIT PANELS WITH SOFFIT VENTS, IRS S" GALVANIZED HALF ROUND GUTTER WITH GALV. SUPPORT BRACKETS INSTALLED PRIOR TO METAL ROOFING PER ROOFING MANUFACTURERS RECOMMENDATION. PROVIDE GALV. 3' OW GALVANIZED PIPE DOWNSPOUTS. PROVE I2NV. X Wt. PRE -CAST CONCRETE SPLASHBLOCKS AT DOWNSPOUT DISCHARGE LOCATIONS OR COORDINATE WITH STORWATER oRMFucE sysTEM. R6 2Z'X 3S'ROOF ACCESS HATCH RE SLIP RESISTANT FLUID APPLIED POLYURETHANE WATERPROOFING PEDESTRIAN DECK ADHERED DIRECTLY TO OSB ROOF DECK ON PREENGINEEREO WOOD ROOF TRUSSES RE: STRUCT GACO PEDESTRIAN DECK OR EQUAL RB PREFABRICATED METAL ACCESS LADDER ATTACHED DIRECTLY TO ROOF DENOTES EXTENT OF GRACE ICE S WATER SHIELD SECONDARY UNDERLAYMENT R ELLISIMO B(ZKING HORSE ......� 1 O L W W L U K Lm r f+ CIO L Cn a E L m LL Cn Cn M Lo Packet Pg, 217 No Text No Text ql Building Section 3 �'Jsnc v4-ra L n Building Section 2 KNF. Iw•-ra 46ccro noon-eNs FL 11P 11' .OP1nONLONXOOi �ABXG FL tm.ttT RRBT0.00R �- - KEYNOTES NUMBER DESDRIPn0N --� C2 61B"GYP. 80,ON WD. FRAMING OR ATTACHED TO UNDERSIDE OF EXISTING CEIUNGFLOOR STRUCTURE FRAMING AND/OR EXISTING LATHE AND PIASTER. PROVIDE LEVEL 4 SMOOTH FINISH WT PRIMER AND 2 COATS OF PAINT FINISH. EVA TEXTURED S/16"CEMENT FIBER HORLZONTAL LAP SIDING WITH 6" EXPOSURE OVER COMMERICAL TYVEK AIR BARRIER OVER 7116" OSB SHEATHING OVER 2X6 WALL FRAMING AT 16' O.C. WITH R-23 OPTIMA INSULATION. FUTURE TENANT FINISH TO PROVIDE VAPOR BARRIER AND 5IB" GYPSUM BOARD FINISH. PROVIDE 2 COATS OF PAINT FINISH AT SIDING. F1 4" THICK CAST IN PLACE CONCRETE SLAB ON GRADE OVER 15 MIL. STEGO VAPOR BARRIER OVER 4" WASHED GRAVEL OVER COMPACTED SUBGRADE. PROVIDE CONTROL JOINTS IN CONCRETE SLAB AT 19 O.C. MAIL REFER TO STRUCTURAL FOR CONCRETE DESIGN AND REINFORCING. F2 314"OS8 SUBFLOOR OVER 11J2'PRE{NGINEERIED WOISTS. REFER TO STRUCTURAL FOR JOIST SPACING AND DESIGN. R2 H IGH PROFILE ARCHITECTURAL FIBERGLASS SH INGLES ON LBS. ASPHALT IMPREGNATED BUILDING PAPER OVER 1 N -O.S B. ON PRE-ENGINEERED WOOD ROOF TRUSSES AT 24. O.C. PROVIDE 3'-0" WIDE GRACE ICE 6 WATER SHIELD SECONOMY UNDERLAYMENT AT ALL EAVE 6 VALLEY CONDITIONS AND PROVIDE FULL COVERAGE AT ROOF PITCHES LESS THEN 4'.12 PITCH. PROVIDE R436 BATT OR BLOWN414 INSULATION. PROVIDE 1? GYPSUM BOARD ON THE BOTTOM SIDE OF TRUSSES. REFERENCE THE STRUCTURAL DRAWINGS. R3 SO MIL FULLY ADHERED TPO SINGLEFLY MEMBRANE ROOFING OVER W COVERBOARD OVER TAPERED RIGID ROOF INSULATION OVER 4" KIPS RIGID INSULATION (R-M MIN.) ON OSB ROOF DECK ON PRE-ENGINEERED WOOD ROOF TRUSSES. R4 SMOOTH TEXTURE CEMENT FIBER IX6 FASCIA TRIM OVER 2X4 SUBFASCIN WITH SMOOTH TEXTURE 511E' CEMENT FIBER SOFFIT PANELS WITH SOFFIT VENTS. R5 6GALVANIZED HALF ROUND GUTTER WITH GA-V. SUPPORT BRACKETS INSTALLED PRIOR TO METAL ROOFING PER ROOFING MANUFACTURERS RECOMMENDATION. PROVIDE GALV. 7 DMA. GALVANIZED PIPE DOWNSPOUTS. PROVE IZW. X 36'L PRECAST CONCRETE SPLASHBLOCKS AT DOWNSPOUT DISCHARGE LOCATIONS OR COORDINATE WITH STORWATER DRAINAGE SYSTEM, S61 T THICK REINFORCED CONCRETE BASEMENT WALLS WITH DAMPPROOFING. ZX4 WALL FRAMING 0Ir O.C. AT INTERIOR SIDE OF FOUNDATION WALL WI R-11 BATT INSULATION, VAPOR BARRIER 5 W GYP. BD. FINISH - BY TENANT t R"F IW r rt-TO R nW RELLISIMO B(tKtNG HORSED L O W L U K m i- M VJ 1 W N Q E L ru um Q 7 i i M u7 v 0 Packet Pg. 220 3.g r �, DU110111Q JE'Cilon 7 F E D lC1 (u) 1q; Y Y Y I I I I I �Buiiding Section 4 KEYNOTES _ h NUMBER DESCRIPTION C2 S16' GYP. BD. ON W0. FRAMING OR ATTACHED TO UNDERSIDE OF EXISTING CEILINGIFLOOR STRUCTURE FRAMING ANDIOR EXISTING LATHE AND PLASTER. PROVIDE LEVEL 4 SMOOTH FINISH WITH PRIMER AND 2 COATS OF PAINT FINISH. D1 REMOVE ALL EXISTING ASPHALTITAPERSAWN WOOD SH INGLE ROOFING LAYERS DOWN TO THE EXISTING 1X WOOD SKIP ROOF SHEATHING. REPLACE DETERIORATED IX SKIP SHEATHING MEMBERS WITH ROUGH SAWN DOUG FIR OR HEM FIR 1X PLANKS TO MATCH WIDTH OF THE EXSEENG MEMBERS. PREPARE SURFACE FOR NEW 153Z' O.S.B. SHEATHING. EWI TEXTUREDS'16'CEMENT FIBER HORtZONTAL LAP SIDING WITH 6' EXPOSURE OVER COMMERICAL TYVEK AIR BARRIER OVER 7/16" OSB SHEATHING OVER 2X6 WALL FRAMING AT 1B' O.C. WITH R-23 OPTIMA INSULATION. FUTURE TENANT FINISH TO PROVIDE VAPOR BARRIER AND SIB' GYPSUM BOARD FINISH. PROVIDE 2 COATS OF PANT FINISH AT SIDING. EW4 CEMENT FIBER TRIM BOARDS WITH CEDAR M ILL TEXTURE. PROVIDE 2 COATS OF EXTERIOR PAINT FINISH. PROVIDE WC X 11? TRIM AT ALL OUTSIDE CORNERS, WINDOW S DOOR HEAD/JAMB TRIMS, BEHIND WOOD BRACKETS AND BELOW AT SOFFIT AT RAKE AT EAVE CONDITIONS. PROVIDE PROVIDE 3M" X 7-114" TRIM AT ALL HORIZONATAL BELT BOARDS AT BOTTOM OF EXTERIOR WALLS AND 314"XS-12" TRIM DIRECTLY BELOW SOFFIT PANELING. ALL WINDOWS TO RECEIVE RIPPEDISLOPED Z' X T NO. 1 REDWOOD OR CEDAR SILLS TO RECEIVE PRIMER AT COATS OF EXTERIOR PAINT. EW7 EXISTING IXWOOD FASCIA TRIM AND COVED TRIM .REPLACE SEVERLY DETERIORATED AREAS WITH IN-MNO MATERIAL OR REPAIR AS REQUIRED. PROVIDE PRIMER AND 2-COAT PAINT FINISH. EW11 PRECAST CONCRETE STAIR WRH TUBE STEEL RAILING AND HANDRAIL, RE: A72 FOR STAR DETAILS F1 4" THICK CAST IN PLACE CONCRETE SLAB ON GRADE OVER I MIL. STEGO VAPOR BARRIER OVER 4" WASHED GRAVEL OVER COMPACTED SUBGRAOE. PROVIDE CONTROL JOINTS IN CONCRETE SLAB AT 10 0 C. MAX, REFER TO STRUCTURAL FOR CONCRETE DESIGN AND REINFORCING, F2 314" OSB SUBFLOOR OVER II-7M"PRE-ENGNEERIED I -JOISTS. REFER TO STRUCTURAL FOR JOIST SPACING AND DESIGN. R2 HIGH PROFILE ARCHITECTURAL FIBERGLASS SHINGLES ON 30 ED$. ASPHALT IMPREGNATED BUILDING PAPER OVER ISM" O.S.B. ON PRE-ENGINEERED WOOD ROOF TRUSSES AT 24" 0 C PROVIDE T'WIDE GRACE ICE 6 WATER SHIELD SECONDARY UNDERLAYMENT AT ALL EAVE S VALLEY CONDITIONS AND PROVIDE FULL COVERAGE AT ROOF PITCHES LESS THEN 4:12 PITCH. PROVIDE R38 BATT OR BLOWN414 INSULATION. PROVIDE VT GYPSUM BOARD ON THE BOTTOM SIDE OF TRUSSES. REFERENCE THE STRUCTURAL DRAWINGS. RS 6GALVANIZED HALF ROUND GUTTER WITH GALV. SUPPORT BRACKETS INSTALLED PRIOR TO METAL ROOFING PER ROOFING MANUFACTURERS RECOMMENDATION. PROVIDE GALV, 3" DIA GALVANIZED PIPE DOWNSPOUTS, PROVE 1ZW X 361. PRECAST CONCRETE SPLASHBLOCKS AT DOWNSPOUT DISCHARGE LOCATIONS OR COORDINATE WITH STORWATER DRAINAGE SYSTEM. SG1 6' THICK REINFORCED CONCRETE BASEMENT WALLS WRH DAMPPROOFING. 2X4 WALL FRAMING a 16' O.C. AT INTERIOR SIDE OF FOUNDATION WALL Wl R-11 BATT INSULATION, VAPOR BARRIER a S3" GYP. BD. FINISH - BY TENANT SG2 STHICK REINFORCED CONCRETE BASEMENT WALLS WITH DAMPPROOFING AND 2' RIGID INSULATION (R-10) ADHERED TO EXTERIOR SIDE OF WALL PROVIDE CONTINOUS WEIGH GALVANIZED METAL FLASHING AT TOP OF RIGID INSULATON WHERE EXPOSED ABOVE THE FINISH GRADE. P 0 Exist. Stair Section 8 a ELLISIMO MtKING HORSE L Y L U K Lm r V/ 1 Cu Cl) L Q E L u. Q M Lo v Packet Pg. 221 3.g Ras m PRFENcaiEPAEC NOCU RCCTTRUSSFS AT 2P O.C. I I I I I I IwY4a44yNT.TO Mtl1\p L fl I WALL SECTION 1 K 1M,TW L Kf PRff LEIACMIECT RBERAIA49MWTESO XI A:AMLT BIDE PAPER ". 1RKW 11 i\ /mllw LaYRaa &I FL Tom.. yr ATHN AE Ar I\An — RSBLWSEFlLL FlBERM991H91L — RE WOW TNOFP.W W Axac.. REHIR T MIOI2TAPTNm N "lRn — WBBEATH W, RE B RV — AR BVTAER —CF wFIBERR LW BLOW -RI! WT W. ATINTFAIUi BY mNMT FlN RR6TRNR EL IW-P PREEN MR FWIENB z MaoIN9JIATIOR BTNRWALL Y O ADDITION ROOF @ WD. STD, WALL TYP. KA1D IT• ra NEY NOTES - f NUMBER I DESCRIPTION EWI TEXTURED YI6" CEMENT FIBER HORIZONTAL LAP SIDING WRH S' EXPOSURE OVER COMMERICAL TYVEK AIR BARRIER OVER 711T OSB SHEATHING OVER M WALL FRAMING AT 16" O.C. WITH R-23 OPTIMA INSULATION. FUTURE TENANT FINISH TO PROVIDE VAPOR BARRIER AND SIB' GYPSUM BOARD FINISH. PROVIDE 2 COATS OF PAINT FINISH AT SIDING. EW4 CEMENT FIBER TRIM BOARDS WITH CEDAR MU TEXTURE, PROVIDE 2 COATS OF EXTERIOR PAINT FINISH. PROVIDE 34"X 3-11 TRIM AT ALL OUTSIDE CORN ERS, WINDOW& DOOR HEADIJAMB TRIMS, BEHIND WOOD BRACKETS AND BELOW AT SOFFIT AT RAKE AT EAVE CONDITIONS. PROVIDE PROVIDE Y4" X 7-1W TFUM AT ALL HORIZONATAL BELT BOARDS AT BOTTOM OF EXTERIOR WALLS AND 314" X S 1IZ TRIM DIRECTLY BELOW SOFFIT PANELING. ALL WINDOWS TO RECEIVE A RIPPEDISLOPED 2' X 7' NO.1 REDWOOD OR CEDAR SILLS TO RECEIVE PRIMER AT 2 COATS OF EXTERIOR PAINT. F1 4" THICK CAST IN PLACE CONCRETE SLAB ON GRADE OVER 15 MIL STEGO VAPOR BARRIER OVER 4" WASHED GRAVEL OVER COMPACTED SUBGRADE. PROVIDE CONTROL JOINTS IN CONCRETE SLAB AT 1D O.C. MAX. REFER TO STRUCTURAL FOR CONCRETE DESIGN AND REINFORCING. F2 NP ME SUBFLOOR OVER II-7R'PRE-ENGINEERIED WOISTS. REFER TO STRUCTURAL FOR JOIST SPACING AND DESIGN. R2 HIGH PROFILE ARCHITECTURAL FIBERGLASS SHINGLES ON 30 LES. ASPHALT IMPREGNATED BUILDING PAPER OVER 15137' O.S.B. ON PRE-ENGINEERED WOOD ROOF TRUSSES AT 24" O.C. PROVIDE 3 V' WIDE GRACE ICE 3 WATER SHIELD SECONDARY UNDERIAYMENT AT ALL EAVES VALLEY CONDITIONS AND PROVIDE F11LL COVERAGE AT ROOF PITCHES LESS THEN 4:12 PITCH. PROVIDE Rao SATT OR BLOWNAN INSULATION. PROVIDE(?'GYPSUM BOARD ON THE BOTTOM SIDE OF TRUSSES REFERENCE THE STRUCTURAL DRAWINGS. R3 W MIL FULLYADHEREO TPO SINGLE -PLY MEMBRANE ROOFING OVER 5RP COVERBOARD OVER TAPERED RIGID ROOF INSULATION OVER 4" %PS RIGID INSUTATION (R-20 MIN.) ON OSB ROOF DECK ON PRE,ENGINEERED WOOD ROOF TRUSSES. R4 SMOOTH TEXRIRE CEMENT FIBER IXB FASCIA TRIM OVER 2X4 SUBFASCIA WITH SMOOTH TEXTURE `W T CEMENT FIBER SOFFIT PANELS WITH SOFFIT VENTS. R5 B' GALVANIZED HALF ROUND GUTTER WITH GALV. SUPPORT BRACKETS INSTALLED PRIOR TO METAL ROOFING PER ROOFING MANUFACTURERS RECOMMENDATION. PROVIDE GALV, T DA, GALVANIZED PIPE DOWNSPOUTS. PROVE 12W. X 3S'L. PRE-CASTCONCRETE SPLASHBLOCKS AT DOWNSPOUT DISCHARGE LOCATIONS OR COORDINATE WITH STORWATER ORAL WAGE SYSTEM. SGi B' THICK REINFORCED CONCRETE BASEMENT WALLS YJfiH DAMPPROOFING. 2X4 WALL FRAMING @ 1E' O.C. AT INTERIOR SIDE OF FOUNDATION WALL WI R-11 BATT INSULATION, VAPOR BARRIER S 58" GYP. BD. FINISH- BY ENAN ; EL[stme BttKING A I 1 w y HORSE J � Packet Pg. 222 3.g mw"ML£MC C71J L FlBFR(AASg9pN smwIBS. 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WALL n TYP9 DETAIL • 9UIE: 11/Y•rd RMOPnw IOOHe FILL FlBFAOLMB MULL — - — IIUIIL BEAPIs HBN giCFlIE MtNRECnAIL RBEAGLAL WMGIFS alvt88. ABPNKT &Mi PI➢EN 03B MPRF FHIYNEHIE➢ Cf TRussss ATWarx Gc $V—NLVIN}fL LAIPEWE FIASIEXO — CfA[Ai RBER wR¢vJ aPNo 26NMO So7FRAMN00 N O.C. RE.9iRlF1 ow 9lEAnpp. RE sm= — f4EFN. IRL. RA911q W/ MVFME H 419.ATIMF30.Mi- TF%1LPE$ PM 9YMNETC RIME YIEER BA6EA11w NT 10W1MTMFBNRE.TI6ATm YIL EAsnW IhN3 HATE M 9LL 9FNFA OBL PIATE RFF: BTKUT, AKNORB0.TREF f sTR,MT. F F'RE WEnSDEP WSCREED f WiIN BALE CONCRER t•/ FlA9r4NG FfA.td)ATM WI.{L � VU FAR]Wm: VPRIRBMREIEER MQ SR 4m. BL ADDITION WD, STD. WALL @ BASEMENT WALL TYP. DETAIL sLNF: nn-- ra f CA4r N RILF LDNGREIE Fau4vrnMwru — ]lA W9. FRVMi WTI VAPM BAwiIFR NIO ST QIP BD 1?IHIXAlION IYM 'lil. W/9FHNIf CC�RaLT®BRMrEL REF'. 31RICr �— ��.. WTJ CRICRMETF FO'JTIH] RFS. BTRIILT. PFIiILEIEQ [NMN ' PER EWN RPCWf ADDITION BASEMENT FOUNDATION TYP, DETAIL WF:11?•1'd L OS B. CN MEEAGINF£REBNO.%IRCCf TFVS ATxOC, Mw PBOFl1FMCwTECTwKRBFAOIASB 9UNOIE9 w w L89. A9R4LLT BLOO PA R.M BATi OR 44MMM eBLUTM LOW SLOPE ADDITION ROOF @ WD9 n STD. WALL TYP. DETAIL vue.l l?•Id rr 1 x B1P m AT vnEAioR -turuia:9PNr. — =L RAMTM. RE MWT. L3" 3 .r•..GaeLE ulna TrREsrnD sEr WvffnoF 9ENAM w1 — 1?Fl➢NB'M IOIM R rwTIN NFCE CIXCRETE FafaAnM WIll ADDITIONAil n DOOR TYP. DETAIL 6N Ilw-1'O n STAIR RAIL ft BALUSTER DETAIL KEY NOTES WINNER DESCRIPTION C2 SIB' GYP. BD. ON WD. FRAMING OR ATTACHED TO UNDERSIDE OF EXISTING CEILING/FLOOR STRUCTURE FRAMING AND/OREXISTING IATHE AND PIASTER PROVIDE LEVEL 4 SMOOTH FINISH WITH PRIMER AND 2 COATS OF PAINT FINISH. DB EW1 TEXTURED UIT CEMENT FIBER HORIZONTAL LAP SIDING WT 6"EXPOSURE OVER COMMERICAL TYVEK MR BARRIER OVER 7/16" OSB SHEATHING OVER ZX6 WALL FRAMING AT 16' O.C. WITH R-M OPTIMA INSULATION. FUTURE TENANT FINISH TO PROVIDE VAPOR BARRIER AND W GYPSUM BOARD FINISH. PROVIDE 2 COATS OF PAINT FINISH AT SIDING. EVA CEMENT FIBER TRIM BOARDS WITH CEDAR MILL TEXTURE. PROVIDE 2 COATS OF EXTERIOR PAINT FINISH. PROVIDE 3W X 3112" TRIM AT ALL OUTSIDE CORNERS, WINDOW B DOOR HEADIJAMB TRIMS, BEHIND WOOD BRACKETS AND BELOW AT SOFFIT AT RAKE AT EAVE CONDITIONS. PROVIDE PROVIDE WC X 7-1/4" TRIM AT ALL HORIZONATAL BELT BOARDS AT BOTTOM OF EXTERIOR WALLS AND W4" X 5-1?' TRIM DIRECTLY BELOW SOFFIT PANELING. ALL WINDOWS TO RECEIVE A RIPPED/SLOPED 2' X 2' N0. 1 REDWOOD OR CEDAR SILLS TO RECEIVE PRIMER AT 2 COATS OF EXTERIOR PAINT. EWS EXISTING MULTFWYTHE BRICK MASONRY EXTERIOR WALL PERFORM MOTH ANALYSIS OF EXISTING MOTH AND MATCH EXISTING DESIGN FOR AREAS THAT REQUIRE RE -POINTING. SCRAPE AND SAND EXISTING PLANTED BRICK SURFACE AS REQUIRED FOR NEW PRIMER AND 2-COAT PAINT FINISH. F1 4- THICK CAST IN PLACE CONCRETE SLAB ON GRADE OVER 16 MIL. STEM VAPOR BARRIER OVER 4" WASHED GRAVEL OVER COMPACTED SUBGRADE. PROVIDE CONTROL JOINTS IN CONCRETE SLAB AT I D O. C. MAX. REFER TO STRUCTURAL FOR CONCRETE DESIGN AND REINFORCING. F2 TW' OSB SUBFLOOR OVER II-7/ PRE-ENGINEERIED WOISTS. REFER TO STRUCTURAL FOR JOIST SPACING AND DESIGN. PI ZX4 WOOD STUD WALL FRAM ING WALL I6'0. C. FUTURE TENANT TO PROVIDE WALL FINISH R2 HIGH PROFILE ARCH TTECTURAL FIBERGLASS SHINGLES ON W LBS. ASPHALT IMPREGNATED BUILDING PAPER OVER 1WZ' O.S.B. ON PREENGINEERED WOOD ROOF TRUSSES AT 24" O.C. PROVIDE 3'-0•WIDE GRACE ICES WATER SHIELD SECONUARY UNDERLAYMENT ATALL SAVES VALLEY CONDITIONS AND PROVIDE FULL COVERAGE AT ROOF PITCHESLESSTHEN4:12PITCH.PROVIDERd BAITOR BLOWWNINSULATION. PROVIDE lQ"GYPSUM BOARD ON THE BOTTOM SIDE OF TRUSSES. REFERENCE THE STRUCTURAL DRAWINGS. R4 SMOOTH TEXTURE CEMENT FIBER I X6 FASCIA TRIM OVER ZX4 SUSFASCIA WITH SMOOTH TEXTURE 5116' CEMENT FIBER SOFFIT PANELS WITH SOFFIT VENTS. R6 6" GALVANIZED HALF ROUND GUTTER WITH GALV. SUPPORT BRACKETS INSTALLED PRIOR TO METAL ROOFING PER ROOFING MANUFACTURERS RECOMMENDATION. PROVIDE GALV. 3"DIA GALVANIZED PIPE DOWNSPOUTS. MOVIE 12'W. X 36'L PRE -CAST CONCRETE SPLASHBLOCKS AT DOWNSPOUT DISCHARGE LOCATIONS OR COORDINATE WITH STORWATER DRAINAGE SYSTEM. SG1 6' THICK REINFORCED CONCRETE BASEMENT WALLS WITH DAMPPROOFING. 2X4 WALL FRAMING ®1T O.C. AT INTERIOR SIDE OF FOUNDATION WALL W/ R-11 BATT _ INSULATION, VAPOR BARRIER B W' GYP. W. FINISH - BY TENANT 0 MASONRY WALL AT PORCH ROOF n DETAIL A7., v"F., ,rt •,a r3jR i "ELLISIM(D RtKING HORSE L LN L U X m I— v/ N Q E L m LL Fn N W i M ui Packet Pg. 224 3.g JOY,f YfOBEVONO RE a%IoaE.w Rf aTRucr�// IXr RBFA CELRII iRY.PMI. / W WD. C0.11801 M IA C FIIENi FlBFA iIOI BEYd10. Rf 91XVC! - IIrt. n EXT. STAIR @ DECK Irr.ro n WIDOWS WALK EAVE mwf: llr-ro L w IMTOPT IY]CCIRI4tf T CWAT WMI iM (YRSER PER YYuFx s TPIEWTC Elf RNR,REMBYWBF➢8011 YIL NYiF.3110P W84 RIDPIR. TIBE9lEF18i4itRFAa B1CP TIME FlEID RlI . 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S_ FO S _, TCO4C11E1E 111FI➢a IXIMRIMIIF I I BELLisime BWKING •g� , I y b b AI g� F E MyA i HORSE Packet Pg. 225 3.g srTVNExovP n.- NM! o WNE,1AN-WTENW!FlN J-- ReEn twEnrnweL SpIM3. PII! -- os B. Sn MNO -- NmN MR � nu WBwvE u 4'BEX rEmrr NFM 1RIM GygK J / � A:IS AgQA ED xa 91S„ f/ N��aan.NE Eus�.n AIUMMMCV➢wBBBnMn VMpSNwM BbJBLE IIWAAiF➢G1ALNi JAMB SIMILAR n WINDOW HEAD @ SIDING A�9.�:—: T•,a Slr WE .m- BVTNYNf NM. n WINDOW SILL @ SIDING scut Tara L A'J1M1W11C4D VNOD BaBwraavwm BauNc Nsuu,TnauaNa wno anM SNFNIIEREO MFIBMVE FIAVYNG WRIER I0. MEAtMFA WIIPIFFI TrvEN o, Eauv) EGUV) LIK flFRCEYENfNp WS Mowq JAMB SIMILAR n WD. DOOR HEAD @ SIDING -�S[YG T• fA' mmM mw. RTJ ILOBEFl lw cowexcMi weABnm BNNlm lr/JMMmO4 M'En tltEWly) GLL% OB B.9XF/.TIOIi S]11:::1l os B. S�w , ALRAREM]w MV fD3E ruiAAaBNOVA App NM BMrna m.MEw Mo. a',wurJtaw. rN . JAMB SIMILAR n H.M DOOR HEAD @ SIDING YNf:T•1'd CAUIt l BNG.FR Po A S W WOOD DOOR- E%T. INSUL. H M. STL STN. TRUSTILE MODEL DOOR WI HALF LNE-PNT. PL OR EQUAL 1 ] EXT. PRE�UNG WD. H.M. FRAME -PNT. FRAME -PM 0 Door m 1M"�1'1T � o Q FIXED P E y& i ELLisime BttK(NG HORSEa L w d L U K Lm r U) L A W a) `M Ch E L m um a i M Lo v Packet Pg. 226 3.g mwr+sow ox s msn RRx.•x armuFa XI u NOo rx Re. Ar riu auwv saxz e AR MAIL 1511 W1 Rp. CRNI rrsLl RV,wQ.L .mrs 1 - rTn w,u msnNSw N:A-IYN 'mF'°"aNG xarc f--__—_______ RLLLNMId Y ow rW l MIIST51 1 � wanxO nur&rm �NY,YxNrTRNrT oertN a N RIruN CO MTYFY9YYNE /1 BASEMENT WALL AT EXISTING i1 BASEMENT WALL PARALLEL TO JOIST ir�se' osNwrNom ux s,Yos e roRTYR RO1Kr re'a eeTw®smxane ��sT�OS RN sio� wwis O•xR Tz m TRUTm run r vre x u-.ae • Or o.c esTee smxxN W LA J I wN vea / mNscsosaoaRs I 050 Ira It Ir Wns.va•r I sTea e ORro eRoww ,yi'oaR IF L II r6e24`06. II FORROIeM mantial. P1,111N. OIL O WM9 R a eRNx a .s d oimeawc.sREPORT @Ira( m- n1840,001 FULL III BASEMENT WALL EMMING WI -------------------- w�Y i / / • / / WIN exe wi / / �rJ QT9rcerNYM[rP OrYNr®1 QORONIGI RBVRT ReN NN. LANDI mrO a I a GAIT sw a^' A i.rf a•'I IZ. u m'w.awn I IlklEo n e .Foa.m mw.n I oxYra � •'TICK EINI I eim artswe sw ose�Ouw. I "'"" � RR aarea R>ORr I I I I i-rs a if O.,m6eere i RlD rlOxz11imwC owrsa `Rocs xx II ,-s;•'L "J'•' i61 PAD DETAIL 1. yr-nr Irl I vnrsoN Nexsrw 1. rosr s.se el ur e¢ s:a' uoew'Ruwr wYII .911Y i.,•LMGL Os6 a..e. I wort wem mx ex uo 4 •,I, stun wxYs. Rwrerw owx i RR RJfCpI WIrP iv sow BASEMENT WALL AT EXISTING CELLAR ACCESS s V Y•' _ 7: DO NOTImaeam mIolIma r J sTsa rrO ur _J r — 0 J I —r j f 4SPAI Ei dvJ EXISTING ROOT ® CELLAR — J •r'eN.xrYTw� w sO.xro-e L__J_ 0IVO,C Rw wr,• maven flu TINar�WYr •IP OL llO1 W.•V O10'O.G fKT O ,• wav d11LLilRSVmmiWNLG YNLfAINF 4 EXISTING ana� COMING --, CRAWL SPACE w Rw wui u.x.Or we. w BASEMENT • IF mmFc C o W NONE Ly. '.k'SPA EI I I I 1 i' I I IN I I I I I I ,. ,. 1 Ue I I 1 1 I i EXISTINGUP I I 1 CRAWL SPACE _� µ_ » W E - I I � S_ 1 1 F DONUT xp R %� mmxc ome axn msnnc nomw a'la. x rm TFia—i No. %x le. lIau� ' AC.�INDWI 1 oo I mrnen rNoWwu 1 a qlVOc.nn' sr rIN — Je N OI�FOUNDATION PLAN dew.'n,n°W.wN��'•wamn•r.e�N.rs,...,...be..�Nw...d.�.wo,.�..m m. ws.a sroso-m.x nv.�Ne. �^<. aW�+u,e.e.oN�n mlw>rm.erN.. rou.a..F,wNvx�ww.wm. o-br�n..nm Y�.. man_�N... wa.w+. w,r �.. V0. W M' nv.n. W Wq� p ¢n.N.0 nY Nix P.NN vW uu MOu.bom.n4 w W... v N qrt� a mY pvu v pmYp. C.rrpn b n.lyY ygiq py.m b.Ctlry yrvnitlNO..¢�1 vP q. glK�nMn vn�� YlG Sbve.. ErbirXry Irc Y Packet Pg. 227 3.g Structural notes: a. general, re ulmens. sM1 Be M ecmOerNe what IM InumeOmel awning coEe (io09 earclon) an0ln ermman¢ wnn ll elglke M. Sena 2.the com. i. the w anomal shall chedb and veiny eI1 dimensions shown M MIS pion De¢ to mncrte gemmem m0 well Me¢n¢ erteMcturm planse aloalwn, ar. 3. all net use walk one MIaMr DNMO webs shall 6e sBaatMC wIM 7/16' cob or gywco] oM ewe wnA 1/J' gypsum wall Wens on Me eppaiM itle M WeG01 Mass. a. dugn: 1. fnuMetba design Is Nut! can Me peotechnlW mplMering npert prepared W the site am Ii MOlneeenq to or wlnesw, fNomM. (rte. Mai M. 1122035B). all the remmmendatans Intlueed In Mb noon shall M mmaertd M ate Dart or Mew specMutans. the ga'm od Fi al engineer Noun M contacted m verify, soil can lmons ere consistent wim the report recommendations prem, tocaeW tan. maximum Meting upaNy - 1,500 pit minimum dud Send - Fla z. design that bads: mof snow load - 30 MP, door Ihm land 50 mr; wind - lee mph Psg exp. C, wl a: design ¢tappry B. c rouMatlm apKlnotlom 1. all ncMps m Mar an sass "Films In mcctmence with gurpa l¢l argon. lrcMe Ipeings at eMmoon to mammn minimum i' Mtymen ft tlng IwMq and a.wmive soils as mmmmended In gmucanlul mmrt. i. Me rouMetan excavation shall M MsenK IN the ii o ec tat engineer Of rend. 3. hundatan wells to M aKMlhd In antarm ce MM Me recommendations In the grate nl¢I Impart. a. BII mlai under Silas on grade shall M an eppmmo material pi In atmman¢ with the recommendations In Me peetetllnKL report. d, materials 1, IouMetlon concrete: ec - 3000 ml foundation, It - 3500ml gareR iba on gmde; minimum d 5 V4 saMs w type tall Mo rid verminift per cubic yens; air enacted who 6% 1 1% all. 2. rehn hng smel: ry - 60 kill (60 grail all ¢Inbrclnq shell M placed In accordance wait ad mmmmmdataM training minimum WIps, swings BM comer hers. 3. sWctural steel: Mums. 6992, SO "I yield strength pates: as" 836, 36 Sol SWISS strength; ape columns: as" e53, 35 Sol y4q stmrgth; fuM rtwl (hu): astm 8501, 46 UI yea stmrgm, e. wind - "Ming lumber shay M rt¢u prated Douglas Ilr orMem-ilr m Miami a. souls, Maine, columns - no. 2 w MNr. b. studs -Imder Not 9exteriorwane2K64s in 2cunnWctlm grade, studs - and t udging d Merirw - zx4 sMne.rd grme, n laa laminated nnp end bddglnrn -rid. z e,itoIvan 270001, (Leo) well a suns graded in blows: pending -26W gran SOOion oo byaM-]BSOpL; graph- an mmuel m grain - POogl; Mrhwltal shear 2esg1; mmp¢isan leryendlcular M grain' SOOpsI; mmgVaan paAlel as graph - L 0mo ,modules am netam 19 sianes lVL memMr dada n¢ net; lumber sun am nominal. a q. timbersItthe capeMrs rolled for ono o dr ater am as manufactured!Sp by vm use mmpam. mnnam)m m dMrld poses Mn INS M used ll the atl capacity a event to mI on Fall Men Meg Mner ipKifl an use menutuWM/f Mmbaed Stalls erg Dab. a. roman 011 wind membe1 went common Mltu KmrMno te Me dwith a cons unless o as 3 I6. n f.rwrsnalNagShag ilynM 1On32- aimathirg1%ata- an plbmtorMrcaw with an S'aseen ntlrpefill6.NII man sheathing Mmupa uMMq sap sMatMnq g s 100 Nib at 4' on Mnym at Fall alga+ and 6' th ¢nIK In Me Ma u.n.o. co ex¢Mr wan snesmlrp sne0 M 7/16• a.h or plywme n.Md to mmilq with Be Mna apaMd at 4• an ¢nwr at "net edges, B' on counter In us Mq hall B ), rel edi brat on Ot 33/32• den Mad 40/24 Stuns-Fnmr glued and nailed ro kemin0 with Bd Stella ansced at 6' m center at {eMl Klgef aM 6. 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FORT COLLINS, COLORADO MAIN HOUSE TENANT FINISH PERMIT SUBMITTAL MARCH 23, 2015 ARCHITECTURAL SYMBOLS I VICINITY MAP Properly lire E np Comwr New Comur Eluenent I SerbaO Sm"Theurer ss Water Lire w C brw E Sohn DHin Datum Spot E@ration A— WlndawType Q Drawing Tie Drawing Nenber y Wa:m Shea Nlmher / Scale Roen Nene Aacurwe Rwm NVnber�� MATERIALS Wall ElvvYm i stir. n ' A Boil lO Simon ,PROJECT Y0 SITE Wall a..,. •V Wd SeTan U. (Sid Lie y` 97TWISIDRid Wood SIANI e.. ma 00 PRTE aTHLPROJECT REOL'IPEST➢ ARNCE TO iMESECRETAW a HSTC tcRIOV1) rS FH TTA70NNIROR DEFINED OelaeaV Ea0a 1BLE COMPA BLE nEElRep AS'f0MW.EGOUi RFCONPATIEIEJSEFORR rRW IONS WHILE Ch SENJIN TERATHOSE eR-r PM] ADCATPEA"ES VMIIEeg ITS IWOIC WR%R O FFAiVRES TUT ECNVEY I15 n119T041 C, CULTLRA� IX( MCN'iECIURLL VPLVES' DRAWING INDEX ARCHITECTURAL G10 CODEANALYSIS All0 PROPOSED BASEMENT FLOOR PLAN Al PROPOSED MAIN LEVEL FLOOR PLAN Al PROPOSED SECOND LEVEL FLOOR PLAN AS 1 INTERIM ELEVATIONS AS 2 INTERIOR ELEVATIONS ALLER, LL 712 NV OWNER F ndz� L r FORT SIRUCTUI epL: 0 WEN maT T i FORT FORT L aw 114' Packet Pg. 234 3.h r µ1 3 L f---- — KEYNOTES MIMN R DESIMPOON FF2 SHEET RUBBER WITH WELDED SEMIS AND INTEGRAL BASE WF2 FRP FULL HEIGHT 1.0 2.0 3.0 4.0 Im. t. DIMENSJONS ME MEASURED FROM OV131BE F%LE OF FRMI W To OUTSLF FARE DF FBmFw WLLESS IOIm OIIEMMY. z. 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IIBTNLNLMNOwML SIDOMNO EATMpwnHfi DFNLEOUFxvrt,u W&MD?ORE4CR-E TKSN LS pRnROOM KCESSORIFSCWIIERTCPB. A'DO OM LOCAnp19R MU IRMeHrtEMe ME ro BE eEamELr EAeroeD Tone ExesHEn wAu oR cFrurc. 1 FRAMNO 9.IBCONIRACidI TO MNbIRM WTNL 41KWaM'i BF1VhFN 4R.03%T ED]E IHMS p. %C 4FATPNO PI FJRERIPY 9NFM W%U 9 F EYiAWNO wBcwxTRserOR ro FIPNRIAM) INer,NLNL eLowxa. PmnNc MD •• MNNGAT PENT r7NL IK%DNAM LounoW. TVINur_ EQUIPMENT UST Key Vaho Keynote Tetl E01 2Z' X 25"X 77 PAN RACK E02 W' CHEF BASE E03 AMER" RANGE 36' SALAMANDER BOILER MODEL NO. ARS" E04 COFFEE BREWER FOR AIRPOT MODEL NO.Sn" E05 TRUE FOOD SERVICE SANDWICHISALD PREP COUNTER REFRIGERATOR MODEL NO. TSSUSGt6 E06 THUNDERBRD FOOD MACHINERY PLANTMY MIXER MODEL NO. ARM40 E07 AMERICAN RANGE 36" HD RANGE MODEL NO. ML EDO TBS BRASS GAS COUNTER TOP CIMRBROILER MODEL NO. HDCB4I630G E09 IMPERIAL FULL POT GAS FRYER MODEL NO. IFS40 E010 GSWUSA 3 COMPARTMENT SINK MODEL NO. SE181B3D24 E011 IGSW WALL MOUNTED HAND SINK MODEL NO. HS1217W E012 WALL MOUNTED WIRE SHELVING E013 ADVANCED TABCO 77' STAINLESS STEEL WORK TABLE MODEL NO. FAG306 E015 ITALIAN QUALITY PRODUCTS MAC SO PASTA MAKER E018 GROEN DIRECT STEAM TILT KETTLE JACKETED MODEL NO. PT410 E017 CRES CDR ROAST-NHOLD CONVECTION OVEN MODEL NO. CO-151 FUA l2D E01S COMMERCIAL DISHWASHER E019 TRUE FOOD SERVICE REACH IN UNDERCOUNTER FREEZER MODEL NO. E020 GSWUSAICOMPARTMENT SINK MODEL NO. SEIBISL E021 ADVANCE TABCO UNDERBAR DRAIN WORKBOARD 18" EOM ADVANCE TABCO UNDERBAR HAND SINK MODEL NO. SL+1S-12 E023 ADVANCE TABCO UNDERBAR ICE BIN MODEL NO. 81-1-123 7 E024 IwALKiNCOOLERTBD EQ25 36" AR COOLED ICE BIN E026 TRUE FOOD SERVICE 5 PLATING COUNTER WITH UC REFRIGERATOR EQ77 NEMCO COUNTERTOP HOT FOOD WELL MODEL NO.6/SSA E028 UNDER COUNTER BAR DISHWASHER EON ADVANCED TABOO W' STAINLESS STEEL WORKTABLE MODEL NO, WTS30B/ EOW SOUP KETTLE E031 4 REACH IN FREEZER E032 24` X 77'SHELVING EQM REACH IN BEVERAGE COOLER DIRECT DRAW BEVERAGE DISPENSER Eau E03S CEILING MOUNTED ADJUSTABLE HEAT LAMPS E036 CUSTOM BUILT WINE STORAGE n BASEMENT FLOOR PLAN pip vM: 1Ar•rNr 7 Y 49ELL[SIM0 BttKING HORRRRCEUTAH o n Packet Pg• 235 3.h r L GENERAL NOTES. I. DIMENSIONS ME ME&SUREU FROM W,SICE FACE OF MAXI N(ila OU181OELKE Of MIMa UNFSS NOTEI o, 4 NMSE Z PLL CONSIRUCnM SW SEiN KCOROMCE M TH ME? PUCI REONRF1ff1RS OF THE M121 uTHMLkTCNK BLIWNG'W M LOCAL LIENDNENra 11)LECv.WGLf R, 2M2 INTERNAnLWL PLUMNG CODE AND X11 MnONK ELECTRIC UUE. S. LONINLTOREMFIIREVIEWIS C ECTM, RTO YERIFYINGCNGMUCTON3 . NOn6 N HK TS DFM9PRRh EMORTOBEaIN Dl C018T ISSN PW NDT�YMCXnECTAHJ OANFA REPiESEMATVE OF 0.W JISCREPAIICIES d.NL FI.iEANF WOINIYRCR MATERWS M'O RNISHM Sr RE AS S4'JNN ON ME CWTRIGT WOIAENTS, M M NEGOTn TED BY THE PNIFA/CONTRACTCR FCR ITEMS Nm DETNM 5. MEEA9 NG CpEIIIpE CE91ClEJp1nEY OfUNtNG.S ME B/SE➢WTHE WSTAVAIMLINRDIM410N AVOBl4LBEV REDBYn1ECCMMCTM P CR TO CWS-RLCnmI B. SEE STPUCIUW4 CRANING$ Fqi ADPnCfYLINFORIMn qI 7. A NINIMJM OF A INCH I hM Ci CLFNi, aRI➢E➢GMVEL OR CRUSXEC ROCK oEYJIo of =uss RI.uN. PLKm BF]FAM suB SU�glLr OPNivhD. NCeyov 1GPINAIAMATERML A9FLL FURu w,T ERL.� ro sE AW ROLEn er ov.NEA RRE v B. CIFN1 FMIRE AVER NFmTFO BY CpASTRVCTION. 10..LLL IMIEGM:9 i0 i INST.LLIED PFA MVNFACiMER56PmEICAiKK45 UNLEMOTIERMSENOTm. PROJECT NOTES: 1 FRMINOYIKONTRKTMTOFWNIWMCINST L l DWNIKOCIUNG FCR W OM AC a au EGMMM,11911NJ FIFi VIES. CAIWgUL Wl6P/YLs. SATMCOMPC TOU C0.ELYFM .PNTRiER LO WMI0R141E cINSX 11EKS ME i0 SE BECUiELY FASIEtEo TO n1E cl`Y9FIm WAl l OR CFIUNG. L 7 NS SIACOMM ey HE N12 W1 MIOINYNALll FlRECL EM31N LIXA1d18 /3 RmIXRFD BV 1XE A1] INIFAINTIOINL B.AI➢ING CODE AI]. 3MM NGWBCONAPCTCATON W4WINST. LA BLp aBET M SNWATED7E�CFAXS SIEAMM CNE%1ERIOi SIEMWi S A Dft GAT 11 TPF W rO RPNl1LL IN7CP NYOCK43,PWnN3 arD xwola Ar REAR w,ua. nauoowR LDunaNs rvRrx n FIRST FLOOR NEW PLAN �-L' swl: tA-• ra KEY NOTES NUMBER DESCRIPTION EWt TEXTURED S116' CEMENT FIBER HORIZONTAL LAP SIDING WITH 6" EXPOSURE OVER COMMERICAL TYVEK AIR BARRIER OVER 711F OSB SHEATHING OVER 2X6 WALL FRAMING AT 16" O.C. WITH R-230PTIMA INSULATION. FUTURE TENANT FINISH TO PROVIDE VAPOR BARRIER AND YB' GYPSUM BOARD FINISH, PROVIDE 2 COATS OF PAINT FINISH AT SIDING, EW2 HOLLOW METAL FRAME WMA FOAM INSULATION AND INSULATED STEEL DOOR WITH HALF LITE TEMPERED GLAZING. - PAINT. EW3 ALUMUNUM CLAD WOOD FIXED WINDOW WITH DOUBLE INSULATED GINJNG EW4 CEMENT FIBER TRIM BOARDS WITH CEDAR MILL TEXTURE. PROVIDE 2 COATS OF EXTERIOR PAINT FINISH. PROVIDE 314' X 3-1/Z' TRIM AT ALL OUTSIDE CORNERS, WINDOW a DOOR HEADIJAMB TRUS, BEHIND WOOD BRACKETS AND BELOW AT SOFFIT AT RAKE AT EAVE COND MONS. PROVIDE PROVIDE NN X 7.11CTRIM AT ALL HORIZONATAL BELT BOARDS AT BOTTOM OF EXTERIOR WALLS AND 34" X s10" TRIM DIRECTLY BELOW SOFFIT PANELING. ALL VANDOWS TO RECEIVE RIPPEDSLOPED TX T NO. 1 REDWOOD OR CEDAR SILLS TO RECEIVE PRIMER AT 2 COATS OF EXTERIOR PAINT. EW1t PRECAST CONCRETE STAIR WMI TUBE STEELRAILING ARD HANDRAIL, RE: A7.2 FOR STAIR DETAILS FF1 REFIN ISH AND SEAL EXISTING WOOD FLOOR WTI TILE BASE W WET AREAS FF2 SHEET RUBBER WITH WELDED SEMIS AND INTEGRAL BASE FPS PORCELAIN TILE WITH COVED TILE BASE TO MATCH FF4 WOOD TO MATCH HISTORIC WFi STAINLESS STEEL FULL HEIGHT VF2 FRP FULL HEIGHT EQUIPMENT LIST KOy V*m I Kvrft Tea E01 2T X 29" X 72PA_N RACK NT CHEF BASE E02 E03 AMERICAN RANGE 3S SAJAAWNDER BOILERMODEL NO.AR§M- — E04 COFFEE BREWER FOR AIRPOT MODEL NO OR" E06 TRUE FOOD SERVICE SARDWICWSALD PREP COUNTER REFRIGERATOR MODEL NO. TSSU BG-1S E06 THUNDERBIRD FOOD MACHINERY PWTTARY MIXER MODEL NO. ARN10 E07 AMERICAN RANGE 3S- HO RANGE MODEL NO. AR-6 EGO TOO BRASS GAS COUNTER TOP CHARBROILER MODEL NO. HDCS363OG EDO IMPERIAL FULL POT GAS FRYER MODEL NO. IFS40 EO10 DOW USA 3 COMPARTMENT SINK MODEL NO. SE18183D24 EDIT IGSW WALL MOUNTED HAND SINK MODEL NO, H8121M E012 IWALL MOUNTED WIRE SHELVING E013 ADVANCED TABOO 72" STAINLESS STEEL WORK TABLE MODEL NO. FAG-305 EO1S ITALIAN QUALITY PRODUCTS MAC 60 PASTA MAKER E016 GROEN DIRECT STEAM TILT KETTLE JACKETED MODEL NO.PT-20 E017 CRES CDR ROAST-N-IOLO CONVECTION OVEN MODEL NO.CO-1SIFUA-12D E018 COMMERCIALOISHWASHER E019 TRUE FOOD SERVICE REACH IN UNDERCOUNTER FREEZER MODEL NO. EQ20 DEW USA I COMPARTMENT SINK MODEL N0. SE1818L E021 ADVANCE TABOO UNDERSAR DRAIN WORKBOARD IB• E022 ADVANCE TABOO UNDERBM HAND SI NK MODEL NO. SL-HS-12 E023 ADVANCE TABCO UNDERBAR ICE BIN MODEL NO. SLF1236-7 E024 WALKINCOOLERTBO EQ25 13WMR COOLED ICE BIN E026 TRUE FOOD SERVICE VIOLATING COUNTER WITH UC REFRIGERATOR EO27 NEMCO COUNTERTOP HOT FOOD WELL MODEL NO.6155A EQ28 UNDER COUNTER BAR DISHWASHER E029 ADVANCED TABCO 84• STAINLESS STEEL WORK TABLE MODEL NO.Wr-S30B4 ECIM SOUP KETTLE EQ31 4B- REACH IN FREF79TL E032 24-X 2'SHELVING EO33 REACH IN BEVERAGE COOLER EQU DIRECT DRAW BEVERAGE DISPENSER EQM CEILING MOUNTED ADJUSTABLE HEAT LAMPS E036 CUSTOM BUILT WINE STORAGE PM PL y3E 3 IBELLISIMO RtKING HORSE e; Packet Pg. 236 3.h r-Sw lz '1■IIIII'% .. �1 SEATING CHIMNEY � RENI 31 CI KEY NOTES MII®Ht I DESCRIPTION UNOERLAYMENT AT ALL SAVE & VALLEY CONDMONS AND PROVIDE FULL COVERAGE AT ROOF PITCHES LESS THEN 4:12 PITCH. PROVIDE R-W BAIT OR BLOW&IN INSULATION. PROVIDE 1/Y' GYPSUM BOARD ON THE BOTTOM S1DE OF TRUSSES. REFERENCE THE STRUCTURAL DRAWINGS. �.� 77 .0 '31� 410 EwOIu / EIYSIBK NtlSE (� P W PGSFD Im11NIN 0 n SECOND FLOOR NEW PLAN pip YYb 1/f-id L TRIM DHERED DIRECTLY TO WOOD ROOF TRUSSES OR EQUAL GENERAL NOTES: I DIVENSICNSMEMF RMFROMIX NOEFMEC FRMINGTOIX SIMFPCE of FRAwwG UNIESS NOTEooTHERmBE. x Nl WMN UCnMSN BEINACCMP CEYAnInME UC %QURE SOFT N12IN7LRN llO B ILDNOWI LOGLLM'E EMS. Alx MECIMNGLL I:CCE, xn w,FRNATONa. owMBING c0.'E INO x11 WnON4 EUKTRIC CODE. x. CONTIUCTOR &411 REVIErV 1NEOMW.VG4, FIEUJ YERIFV FJUSTN6 CCrv010oNS' NIDVEWfYNLA�ECie Cf ]HIS PRWECT PRIOR TOBEGINNING CONSTRJC7ON AND HOnFYMCXiCCT AND OMER REPRESEMA`W OFANY 0 SCREPANCIES. lAl EXTERIOR AND INTERNAL IARTER1.LL8 AND FlNBXES SIWl BE AS 8+0 ON THE CONTRACT DOCW ENTS, OR AS NEGOTIATED BV THE CYMEAVCOYIPACTCR FOR TEASNOTOETNLED. S TE EXISTING CWllnof6 OVICTED ON"M DD WS ARE BASED ON THE BEST AVu V.BLE INFORPAI ANO SINLL BE VERIFIED BY THE CONTRACTOR PRIORTOCONST;LCn W. 0111 SRPucruRK DI PORADpnONAL I WORMATpN ). A VINIM'JM OF A INCH IAYER OR DUTAN GRACED GAVEL OR CRUSHED RO A DEVOID OF IT NES SHALL BE PIFCEO BENEATH STAB B. USE ONLY APPROVED, NONEFpANS VE, GA IAA MOIERKASRLL ALL FI MATERIAL TO BE APPROVED BY OMRER MR B. CUBANS SNIFFS AREA AFFECTED BY CG:STRL'CnON. 10 ALL ART ERVLS TO HEIM-ALLED PER MwUFACnAFASRFECORCAT 4 UN.BSS OTHETNRE VOTED PROJECT NOIES'. I. FMMMBUBCONTHAC^ORTO tiRMSN MOINST.41 A'1 NOCO WALLBLQ'IUNG BATROOMACESSO EWIFMEN"RTOPS A, I OR 071CASEWORKIA0HMF BATHROOM ACCESSORIES OB ES, COUNTERTOPS AM I T OHHEN LOCATIONS WALL OVAE L FlNSF ITEKS ARE TO BF. SFCIIRELV FA91£VEO TO THE FINISHED WALL OR CEILING 1 FIVI SUBCONTRACTOR TO FURNISH AND INS AN FIRE BLOCgNG IN LCLATONS AS REQUIRED BY THE W12 INTERNATIONAL BNIL W ti CODE N12. FTAMVOSIBCGfIMCTCRTONWN MDINSTAL BLCEMNGBETNEEN ENDSATF SEAMSOFI'%BSIFATHNOGiE RIORSM WA 5 A PRMYNG SUWONriAGTOR TO FURNISH AND INSTNL AL WI P06rNG .VD BLCCNINGAT sIEM wA1 HJID JO:M LOCPnCNB. TYPICAL W ELLISIMO °� B(ZKING HORR�SED o Packet Pg. 237 3.h F F-' LLau L aPEMIq n 1 r_ KITCHEN 1 �,h%.1 y-ur. yr -rd KITCHEN 5 [-Iw•T.P n���0 KITCHEN 3 'F1= �KITCHEN 2 KITCHEN 6 MLIAT-1d n KITCHEN 4 AB.1 Y4E: EQUIPMENT LIST Key Velue I Keyrde Teat E01 M2 X2T X 7Z'PAN RACK EQ2 W-CHEFBASE E03 AMERICAN RANGE W' SALAMANDER BOILER MODEL N0. ARSMEB E04 COFFEE BREWER FOR AIRPOT MODEL NO.87" E05 TRUE FOOD SERVICE SANDWICHISALD PREP COUNTERREFRIGERATO MODELN0.TSSUE 16 E06 THUNDERBIRD FOOD MACHINERY PLANTARY MMER MODEL N0. E07 AMERICAN RANGE W' HD RANGE MODEL NO. ARE E08 T3S BRASS GAS COUNTERTOP CHARBROILER MODEL NO. HOCB E09 IMPERIAL FULL POT GAS FRYER MODEL NO. IFS30 EQ10 DEW USA 3 COMPARTMENT SINK MODEL NO. SE181 MD24 E011 GSWWAUL MOUNTED HAND SINK MODEL NO. HS1217W E012 WALL MOUNTED WIRE SHELVING E013 ADVANCED TABCO 77 STAINLESS STEEL WORK TABLE MODEL NO. FAG, EQ15 ITALIAN QUALITY PRODUCTS MAC SO PASTA MAKER EQ16 GROEN DIRECT STEAM TILT KETTLE JACKETED MODE L NO. PT-20 EQ 77 ORES CDR ROAST-N-HOLD CONVECTION OVEN MODEL N0. CO-151 FUA 12 E018 COMMERCIAL DISHWASHER E019 TRUE FOOD SERVICE REACH IN UNDERCOUNTER FREEZER MODEL NO. E020 DEW USA I COMPARTMENT SINK MODEL NO. SE1018L EQ21 ADVANCE TABCO UNDERBAR DRAIN WORKBOARD IF' EQ22 ADVANCE TABCO UNDERBAR RAND SINK MODEL NO. SLAS-12 EQ23 ADVANCE TASCO UNDERBAR ICE BIN MODEL NO. SLH2-33.7 EQ24 WALKINCOOLERTBO E025 3r MR COOLED ICE BIN EQ28 TRUE FOOD SERVICE S PLATING COUNTER WITH UC REFRIGERATOR EQ27 NEMCO COUNTERTOP HOT FOOD WELL MODEL NO. 6166A E028 UNDER COUNTER BAR DISHWASHER E029 ADVANCED TABCO 940 STAINLESS STEEL WORK TABLE MODEL NO.Wf EQ30 SOUP KETTLE E031 41T REACH RI FREEZER E032 24N X 72"SHELVING REACH IN BEVERAGE COOLER DIRECT DRAW BEVERAGE DISPENSER CE ILING MOUNTED ADJUSTABLE HEAT LAMPS 8233 34 E036 EQ36 _ CUSTOM BUILT VANE STORAGE n ELLISIMO BttKING HORSE L O 1 L U K LL� wr W Y N 1 L Qc i L LL Q N N N M Lo Packet Pg. 238 3.h r I a n EXPO LINE DETAIL srxT: vr• ra n BASEMENT PREP srxe m�• ra a BAR SECTION o L BATHRTY OOM P. xnc 'c 2 nsw 2-r !17 Ll BCK K4L ,? iRIaF1E16M m mfwwrq ova vm, WnIPAULET qAY coLx,m vx,n � PPVLI➢Rpi TDWTUI wnceuK nu ox eu< wuas EQUIPMENTLIST "Vd Ko wla TWI E01 27X2SX77PANRACK E02 W CHEF BASE E03 AMERICAN RANGE W SALAMANDER BOILER MODEL NO. ARS" EGA COFFEE BREWER FOR MRPOT MODEL NO. B7/ EOS TRUE FOOD SERVICE SANDWICHISALD PREP COUNTER REFRIGERATOR MODEL NO. TSSU60-16 EGG THUNDERBIRD FOOD MACHINERY PLANTARY MUTER MODEL NO. ARN—W E07 AMERICAN RANGE W HD RANGE MODEL NO. AR-6 EOB TGS BRASS GAS COUNTER TOP CHARBROILER MODEL NO. HDCB36.30G EON IMPERIAL FULL POT GAS FRYER MODEL NO. IFS40 E010 GSW USA 3 COMPARTMENT SNK MODEL NO. SE18153024 E011 GSW WALL MOUNTED HAND SINK MODEL NO. MS1217W _ E012 WALL MOUNTED HARE SHELVING E013 ADVANCED TABC077 STAINLESS STEEL WORK TABLE MODEL NO. FAG EGIS TTALAN QUALITY PRODUCTS MAC 60 PASTA MAKER E016 GROEN DIRECT STEAM TILT KETTLE JACKETED MODEL NO. PT-20 E017 CRES COR ROASTl OLD CONVECTION OVEN MODEL NO. CD 151i1M- 2C EG78 COMMERCIAL DISHWASHER EG1S TRUE FOOD SERVICE REACH IN UNDERCOUNTER FREEZER MODEL NO. E02D GSW USA I COMPARTMENT SINK MODEL NO. SE1810L E021 ADVANCE TABCO UNDERBAR DRAIN WORKBOARD IB' E022 ADVANCE TABOO UNOERBAR HAND SINK MODEL NO.SL-HS-12 EG23 ADVANCE TABOO UNOERBAR ICE BIN MODEL NO, SLL12-W7 E024 WALK IN COOLER TBD E025 W AIR COOLED ICE BIN E025 TRUE FOOD SERVICE S PLATING COUNTER WRH LID REFRIGERATOR E027 NEMCO COUNTERTOP HOT FOOD WELL MODEL NO. 5155A E026 UNDER COUNTER BAR DISHWASHER E029 ADVANCED TABOO W STABN.ESS STEEL WORK TABLE MODEL NO. WF4 Fa E030 SOUP KETTLE E031 AB' REACH IN FREEZER E032 2PXT7SHELVING E033 REACH IN BEVERAGE COOLER E030_ DIRECT DRAW BEVERAGE DISPENSER E035 CEILING MOUNTED ADJUSTABLE HEAT LAMPS E036 CUSTOM BUILT WINE STORAGE BAR TO _ B ELLISIMO a B(ZK1NG HORSE Packet Pg. 239 3.h r n BASEMENT CODE PLAN 4NL IT•TV r 1 1 qj�j E3 i� 1 I jj FIRST FLOOR CODE PLAN YAL£: VF.VV Boom iwwgwwwgmmv 1 SECOND FLOOR CODE PLAN vYi IT-ra L Cone Malrsis� A,tl, -- en Xi]iBCM�"to AI] Imrv[sY NrlvnN CMe w4nenEneY At] Ina Ypdw Enep rvvw+mm CaY wtl LONE Sar'YECC.I-AO] CaY W.Nrcenem An Irrarr.Emtl iutl pe Lob Wenw Atl IMemrtMu mtl RunJinp CaY mtl FIecM' :N Al! iMmY[mtl Fee CeCe AdLm4uda� rye SB�NovPr'de�ee tl ee.wa Lw+Empro ae s F e BOEm6W�GY� Mu I014 1® 'N. B•Ymw YSP MMILMM Ymnp W25F Gwe eWn�Ae r. wMLe.w Noe. t. s Ltwrl..w E».e WASFGmse TW l Lw. Me GMSF. A' 9J'Oq Nea ],]35F �A2 Re ,,*M TeW V 0 1114old I S"Weroi SSm]C]t SrvE 9yyRenun epa WpM O=mons - — Lurtp AmwWN P4YN CeFFIr NI Mm Ihl y•(r ,NrYtwa) ®aaree�.snmlYwwa ]e.F. NNIE• Oa SeCry 8 F. NstllSu prFe N Y19I (Lm(A1 v 1 C�pWN BOB pw SSA ent5e6p 1p7 e. F.NN1!-Y OmpnY Ileeenwn tE eiliu� SmnY SSe S.F.WYYAtl•] \ O I A bAl m ELL[svvco gitKING HORSE c Packet Pg. 240 3.h CONTROL SEQUENCES I µU-1. 2 A ]/ m-1. 2, A ] SMGE£ ZONE COMORO NRllYE UM M-L WHO A R.UOYIOV&f THERYDSTAT VI HILL INCLUDE A ROOM 3F]15CP. MriowwK IGi/aTm CIWNI UG .WO A P#MAM6Y$E ME ttMY.. • N THE � CI THE UNIT DAL RINK DE-GAGQFD µD 51W1 MLE -ON' BA¢D ON A DILL FOR -EUING NND/m m61C TO MINIMUM THE sE16•p[/$ElL9 TENPEMT M N WE'DCOi®' RR£ THE HIM SIRE RUN COMM OIur. • THE HUA µIT CODUNG SWIL CYOF TO W➢RNN WORE TENPEPAIURE (SETPONT 70/]6E) MI Rtu-1 • THE Sx COMWH WWYE HMI ML HOVE FK OR HEW RSINIfD CANIR015 RWCH MTl INauOE AN MR ECONOY®E IFANNG MR Tf36'ERATUI6 SUECR, BOOM SEMWR ANOMIE HEAT/CmL CHWGE MR µD A PROLPNUUdE TOTE CON. IN THE 'UNDSUPITIO CYCLE WE UNIT SH4L RKON DE-ENEROZED µD S MIX 'ON' • EBSED ON A CNL FOR CD%DLG AO/OR MA1MlG TO NNMAN THE SET UP/5ET 81 IMPpUNRES • THE CA ONLflEB 9VLL REYNI LEDSED. • IN THE 'OCCUPIEDClad THE WI Fµ STROLL RUN CON11NUCV5LY AND THE OA UANPERS SPALL OPEN TO 4000T WE HMIMMM OA OU•MIIY SCNEDU= ON ME EPAMNGS. • THE HUENG µD CCQIK MIAl CYCLE IO NAOIINN WILE TEUPFMrURE. COMPRMm ND BURNER FIRE NO SHALL BE DETERMIN ED BY THE • L VRNG MR 1FLFKUIVRE SECMA T PONTPOIDS MIT O]CE • THE CA OWPR$ ML ORION TO WE im EVSMOI BASED ON WE UNIT DR/ wo TYPE ECONONO . • A BYROLETNC RFLFL D•IWEP NOTHIN THE UNU 9MU. RELEAE ME BUILDING PRESSURE DURI M ECONDUM CONDUCTION. • A OCT IMMIED SUNE DETECTION M THE NSTURN DUCT FOR THE UNIT 9LUl SHU OWN WE Fµ CPO. DETECTION OF SbOVFIROO CTI BE COMMOTION. EE-1, 2 S 3 - UN C RVI OUsLY YA NT `M IK NOW MN mRR5PN0ME HUNUCHI SAIRN OR O- Ca 61 NsORL 6-4 - SWJ1 RN CM9RK1RlY VA IMIENLCM MIM LCiRFSPDXONC Rpg1E NUFIIDSTAi CONTRM. (SEIPoIM 6GRJ KITCHEN FOPMEM MKIT M N9 FYIW9 CAME THE MKE-UP NR HMI WL-I) RIND CINAMO FN5 NFF-1. 2 R ] 9WL BE IMpE➢1..ED TO RUN CCMMILUDI MG EMERSH] BF LOCAL REMOTE mMRC1 IN I N. (BOB IN OCCUPIEDMI]IK1 (REMTR TO MTCEN EDLW)MSUQAJLLS MIN DUtlUY$ 51&EI$ U-D2 T16NW1 (GENERAL NOTES I I. DUT F M KNTUIFN CN 3105 NS EBBED M IWNM11xA! HD'JRES PER AI2 W1DRM1gW1 YECHINKI MD MCI WOES. ASNYED MM-RUCKING (YaDIW SKIING) "I ME W1S UP Mt RE K RYEM MA TK EPWST SKRIIS. 2, UPON CDYRETCN OF Jm, NIEa91 ONNER mIMEIE CREDITOR µD NAN EIWIR MI YER INCH ONMA DR OMM REPRE .TAME TO 145TRUCE ON CMAA1pK AK`(mURS, 3. Urd1 mYgLTIG1 OF AB, AFCFY N0 PRIME APmE M4 µ1 TEIIP NUTURE mMROS ARE C'PEWMIG PROPERLY AND TINT NOW SET EYM MID NB EMRGI sMNG DEVICES M`h E 15ET AND TIE DRRA is INSIRICTED TO AWER 15E a. NEOVMC4 RMS µE mD411WTC AID YJONTC IN 1NTURE. NONNI NL DUCT ROURING NID EORYEM UJGMA5 MM 51RICIURE HEED YL%Y RCWIRf15Mi OCµLS TO DUCADIX DMEBROW FOR OFIAANCE RFASDl8 IS ACCEPTIRE 16ERE THE fAYKS-SECINNEI NEA OF THE NW AY g2E sIRCIFTED ON THESE RN5 6 IWMUNED. 5. NL MECHMMI EO@LEM S WTERMI sEECTIDILS !C EDUU➢ ON THESE TRAM ARE UI➢ Fm THE OEsKR4 BAiB O THE MCM4TlE SBSRIE WMIFKNISR ANCIMCK O OF EWPNENT R MMRMW MRW ILOURE THE ENGINEERS MMWK AT OR BEFORE ME EOMISUT AMEOITK PHI BE PROJECT. LEGEND m O 0 suwLY. REAM. mNLLST OCIS UP 0 O SUWLY. RETNM. E\MWST OUCR ON �O DUCT CRSET UP DUCT OF T DONN (1 HRI TIRE 'B' FRS OION H NON RATED) (1 MR)0- TYPE'B' FIRE NEpl (2 HOUR RI �- BRN-O MINECINW $- SNC TM CONNECTION YWWL OPOSED DUNE WEUUE NMRA (IND) (D THE'mLmIN O IMPERANRE 1PII61NIIIFD ® RFYTR mNOO BuNa (M•L) © EMNEMXBNY sMH-WORN 5TATMM WARRANTY NOTES: I. NL lNNM`CS MROUVED IN m5 PR)JECT .CxMOMIEDR THAT THERE NNE NO Wµ4ANT115 O1 PERFORWNCE OMMIC15 OWN mVEC OR DPR® ON WE EXs MG Wf-MMJUSID EQUE .. THE BUILDING NOT T LNNT% AND NL PMmE3 NAUID VKW RC5 FROPUT RGIRE TO INAERNIFY SW mN51CII GUNfFRNG LLL FROM AND IGOST ALL WUGE L05. QUINN OR INUNR (INCLUDING DEV14) W PANMECHIN RICH ME PERFORMANCE M THE 17 5DML EOJIPYEb. 2. THE CONRMTOR 5441 15PELT ME COSIMG OCCURRENT NR IDEOUAR MEMMON OF AL 00013 AS REA M CNNIIOL NNC`ONS. M COMMENT SNML BE TE M M PEIEO6P4G M WELTED. DRIVE II µIT M EILTWS SIWL BE REPI/Lm AS MECESSM'. PpACE Nl. OMK1 NORM, SKMCE FNYEWREs AB MADRm. PROJECT NOTE IIULLWI M WE EEIImEL1VG OR Rf2Y101TA1 O AN HURT BUILDING REWIRE TRIM CBNNN A 111`I1046 BE MADE REGARDING EXISTING CYNDI11016, µD BENUiE SOME OF ME ASSVYPEIO6 WY BUT BE VITI MET BIMENE1N0 ADOMM I]R sFANCA&E PVIRNS N BRAE BURXING, THE CN1RV(.Tm 9ML wUK Nl. NESmMS. CLMMIgN5 ND PADEIDRES MIX THE UMCN IA FRIDR TO ME mYME]NENEM O EILN PRAT O THE MEN MROL N-lx-(J11 % CiRRR / BIBLE TM ' ( J sows NRI69R APPLY ORK E RETURN tlACE ®� DUO SMOKE DETECTOR PONT O MIN CONNECTION D DUCII RW5RICN SA 9 yM RA RETURN NR ENWfiI NR A J. PHTL HN[91m MON x oFJrrM N R6(A % SHEET NUMBER AIR BALANCE BENCR I PRIM W MME-BPAA OR NAMUR. O1W51 FM6 Ip-lys IN gIpSN pIW6T INS (OF-I%a) TOM NNI uMR (RIOT-1) - m III M B•N 01 - 2.142 a IE'UOE VR GRAY-I]M) - W TOINL B]W 4.1R CRITERIAEMOTING 1 2011 M110%. ELECTRIC CODE ©N�Y��ri �vovwvvmov� �vov�ovom�v� �DOO�v00m®0� :�v�ossvom�vv DRAWING INDEX MEY6B1 DMM.G 11111 o s 141 GENERAL YEOUMN MOI AND mNNE WONATIOR Yb ILWIo CILEI 471EPN RJR$ I](9.iX C9RNB QI-ITRR YWDNN� NI 11-0.1 SWEDU£S µo CM^JUM6. Y-p.0 KITCHEN EOJRYOH 9l53DN6 NG OYAN6, 11-03 DECKER EMIRMEYI SCQUEs AIM DIAGRAM. 11-0.8 MIOEM LUU M I sNCIDUM MID DAM( YW MICRON ENWYM SC ODU ES µ0 NDRNG. M-Oe ROCHN COMI sCEChES uN0 W A.ub 11-1.0 KCHMMCUL RA4]IE41' PEN, Y-t.H YEIXWVII 'I EILT Pµ. 11-11 ISCWOAL 9TCMD EDWIN ILW. Y-IJ YECOMA RCR RAN. OmR[OU11CIt 12/17/14 - N4lMECNRNL OMMM III Nm WNL - KN[1U0•L OM'6Nf. w 0/10/13 - RW CMMNO SK MO1 MM. - CM1 mI1MG SET 0/19/15 - 6EDMNL DMMRC SET ROOF TOPSCHEDULE SPLIT SYSTEM AIR HANDLING UNIT SCHEDULE SPLIT SYSTEM AIR HANDLING UNIT SCHEDULE fN ROTA O Sim R. OLEMPON OWNING COL DRA . 5,200 R. ELLNATCM w. WORE HEMENG ABTA O 52010 FE EIEVADN am MIA fYNEA4 TK IDG1pX SFIM1KE YNNIF. MODEL RR 11'PE IDOL YN OA LS.P. OW C0. FORE TLRIL SE75 0U1P11 M9 R16i OMP OP. M. TN CM TOM N V TYPE M N.P. VOC ROWS 141 MIA YEN MIN EAT. LAT. ACT. W. NFL MIN EAT. TAT. ATUE WORN. TPE WE M WA CPCONS NU -I '�' MB41OT! CV60Ep SeI✓.>D601m11 BSLOM 1.9m IN ON fC 1C.Y 1/3 115/1 u ON - 26.9 26.7 7111 r W.0 F ]/A' 3/6' WS m Md 03 F INS F 111 1/2' MIN 60MOIC/1 0.40 iW A 6, C NN-1 NU-2 ATm uFQ NPRER MMC91m1m1e NyR. tpm Ate a15 IL u'r' 1/2 115/1 1ss N - ALa AA TRUST F 56! r 7/e' 3/2. US IN 7A1 s1. F 97Z F 12.R 1/i TM 'v25'd/4 DUMB 215 A B. C NIU-2 MU-] Alm VIER CVE6ER 361061m Imll HOWL 1ADO 411 0A5 FC 11'1/' 1/2 1I5/1 134 D% - NA MA 79.E F M.T F 7/e' ]/1' US IN 74.4 3m F AS r III 1/t No 'd5'd/B D.M 215 A B. C MU-3 RICO MTILID VIXN6: HELD WAULD) OPmlfa' A RN N11Nm INEssuRE SMIIX 4 M MNR/W Wra'T mNCEMOR HERNIATION IDI C. 24n 191NOM AB E HM1R0/FM/OR NU10-CMMOE-BIER WERNMITAT MIN! CAN AM-MSE FAN SCHEDULE TRO mMTMN OERRKE N NUF MmET. Fµ IOTA IgIOR MM m. M. (M) ORMN" TAD HOT CFL "A IRA M.G. TIPE Yµ ML Mµ YNNT ONE NP BLL MRS 6 I MIYCM 190YF]EB Lt 70 03b ]SI 1.5 CQMM SMFCE 1251E 115/1 15 A4LD 6-I 6-2 IEII HEM Li M 0150 C i51 1] GDlMTS MELT 11IN 115/1 13 A4CA K-2 6-] .LANROR JµRM �Y Ul b 0150 713 1.3 C13MMC ORECT 123M 115/1 t5 AB.C.D V� EF-B 5P� CMw SPNI �Y ul 30 aim L 712 1.3 sTMJCINE NECT 125M 115/1 15 A9.C.D.E Ef-B FACICRY IMTALLEC A 5MCKORM7 NMI E OYONNER SMTCN. TFEDD IMGMUED OPE.05: C. MONCTON MOApN. E. REMOTE MImCMTAT COORm (YTRMT III D. iµ TpUNID SP® COOROLLA iDR NR BANS£ CONDENSING UNIT SCHEDULE TING DGMMN SFRNLE WMUF. YODEL CODUNG CW Mmfl xaMME CMbM1 E 5,0m R. BN. (MIN) BEHIND. SEER AM. TNP MMPg6sOM mlq. rNbI YOUTI GP. M. (us) OPTIONt I TYE DIY DRM: sLCT. LR. m-1 ROOF "I NRAq 21ANEURN wMMD 6 36 "IN 13.0 95 1 SCAOL 1 FROP. pIFL)I2m A1Mu m-2 ROOF NU-2 MINOR 2NIABB60 CN•MPMB M R-BIM 13.0 95 t SCMOl 1 PRIDE. ONECTEM/M 1-1/0- 1/2- 215 A iHR1I m_3 RODE MU-] MIMUM 2MBMm CAPILPOM M R-BIM 110 90 1 SdOL 1 PROP. ORECE2D3e H 1-1/0- 1/2- 215 A WRU fALTORI' 116TILFD WIYNS A N OFF muo'. B. BdRLCSM ND4YCE MEP. DEID 1NOTTILLED mIR2M: C. FEED ISSEYNID REFRGERµT FP9C. 0. PRE-FNEKAIFD WT YOArtri 685E E UNIT USE F1lRR-ORYKL F. M OmRll AUCTION R6F16 IF REWIRED. WA 14P t I waRwa IRA MITRIE RUN BELLI 3702 MA SU FORT COLL NIMOMUL THE FJ RESTA JESS ARTIST FORT LEGEI GENEF CRITERI SEOUENC AND L AH •FE L U X L� r }F CIO ♦`V Y L Q L LL Q N w �M W Lo Packet Pg. 241 3.h SECTION NW m W E Y'D., D JI M V.l L61EO DIICf N1t.P 11/IMY 11mWMM YDDEL ,S M EOIIIL) M A � f V 1i1t121fit$ii$y111rlt3sil • • - •MENm N• D® SNEEI YEfAI PMI W DWLAwa "m SgLW ObWM IWOY NIwJ:E OOMDENSINO )i SCCIpx J/. wuWLOW omWm.4, DEEP r CDrP.)— J/N- OONDEMSAIE. MOWpxSR WIM roV RK V wrimNcD MOO. AIR DEVICE SCHEDULE w "W. ilOWL xMDnPDorl avnoxs A MS lY6-J Y $1 iQ1 LAI.P f/q NIMMIY A D roPmm &ID[ owns. M 1W115 lY5-S SUP0.V OPNSDR, II IJ LpMA FOOM ILUYIWY WNSIINICIIW, A S DPP WVDE GWn0. D WN., mm OPPDSm WVD[ W FNM AS D 111U5 SR IF.IIEWI CO2 LW MJMNW LWl1E. I S •1 1 MUWYY A S _ DPI1O16: A AIFwDNp IWBI. MDR 196Y CfLID TPE MIM II4" 111ELTMY nM9 W. MMEfFW m DMWiums is wEDN 92E Mo w OINIIIIfY. Ma morWE DOWICCf 11DUNDND iRMI[. m Slj J IOU& `1- fm Pln MWI MINIM DOUTADIDN m Y[iJWipl EDNMM;,M RTU CURB RTU COIL DRAIN PIPING Nm m w -al w ,W s 0. J, r WOONi 1Y a D® ON (PI OMN M IMDY 111 G AIL W w ,WMINFIE �f SUPgWIf WASINW 1 MIY 4 IMP MMIODW MODS 50 AJ d m WDEDE m CWPOIWMR NW D DL1DK Mr_ nlauD im }} W NOW MLGIYN WWM IIJ' D. 31 n AP =04 aW.w FURNACE FLUE & CA pi Wprl sNWx/LE W/ S.Y. RENulfaUY DWI-� M FM o r REFRIGERANT PIPING n REFRIGERANT PIPING n SPRING HANGERS AT HORZ. EQUIP. FURNACE DIAGRAM MDI m N Y1 w m N Y'D w to S Y'D NDi ro mu a Y: a, I ! 3702 FMA SU FORT COLL I THE RE eta JESS ARTIST FORT C s SCHE[ DU r A VO1 os J0, Vol m V. J0, L% MO1 — Sehtl'I N_ Packet Pg. 242 3.h „m -CouaryrMrOM6 wNICL iz Awl .aouo��� Ili III Ha".G 5IYLE ago ,De Too / MODEL oEGREES CEP DEGREES clM/n. CIM . arAln. 5 MalNo 200 INFILTER(S) I 'tilll I f I2T.5 ITS zlEs IIIIIII w alw zze zw - IIII III MAIID� m9 300 ]50 o JN 4u Aas VHR-C Sarlas Specification ETL HOOD LISTING DETAIL The VHR-G sarles hewt/candenwate hood k a ongir ? mur wem aem.oWwn. peel roe rent Hood used In non -grease ad *Wit have for _ the r •awl of neat. raper Na lbad on t Mrs <M Y den. a.mr,n, ev. nm°a oo slew, `oar and pmrynarar speclrbd on the y �1"I ara.lrp a •p Construction shot( be type 354 stainless steel with a 1 0 °i"O°'"` MAT Sew 03 or 04 Nelson where xpoae4 Hood hoN have .°.rs.i �..�_•a av�m,Aor Full "Reath- Rutter with 1/2. OD Belt thread K w CALCULATIONS UTILIZED r areln caMacaon, now scan be .ml er IpoMl type ' C o fish fully seized IU gauge carrierhynpYp angles. ` 06 Corner hanyro angles how 4 eS 1.500 slot C ■ pre-pu,ched nt the factor, allowing hanging rose , O r• to be used ry quk and safe Installations Hanging $ rod and comectlon Is provided by and installed by oth rs Tre Food la� �* The hoop •anufgc<urer shall supply section vNiv , 6 sood plan drev(s). hose drawings; Moat • ton w our am r Tar yl. pw gWOI-WI/Ali Feed plan o the). These engineer, ar itt Meat be node vew us tI <o ckloo v Mtttt and awry for BUILDING CODES tort use In cansvucelon, operoeNn am noHtmahae. 8 Ceti Exhaust duct coatis to be A• high with V Flamed ° Duct sleds, CM am static Pressure rep►events uj w hall be s mown gin the drarFDs. Hale shall be EIL 1 eg®n Sanitation UstM. rpooff CLEARANCE TO COMBUSTIBLES -° Few VRMerA UUMP Nm A ERDI6T R10 (SE 1® VTmId: TARE) A NNla.o NN1E ze J4 ]P Ip s mp ® ® 0 It Is 1NC 4ffH6OLLITY MAIN lta' Or INS McgTf[t/pVTQ Tp PEVUCTER WT-O L ® iu imnw v me•avnw e AD f1aWC lwi TK Nme R yin EMITEau o"ET0L (J Na ez 3Is TO Ias ITH Ly /T� lIIK maC 2RbIM ns air V//�!'Y�///1 tl z GEN AL NOTES ManlAnla Nm Ix p IM NIOILY N'Jrer LORD -C U l.7 � B: L Y)' LL mmrlaT n arms CAT& 1/20/2015 • A• 6MW d' 6EY® 1DiM9J1 [[ 2231347 0ftAIIIft` ramasoulmvMA PLAN NEW — Hood CS (Hood 31 NAR-42 4' 6,00" LONG 5430VHR-G-NO ar..a NTS SECTION. Y16_A - JYQ 54F -0- IIDIITC[R owLMNo IYOOD Cape•eAla eaplam Solo Filter FOR QUESTIONS, CALL THE ETL IisIN GmuF.dbl[bng Film CXORAID REGIONAL SALES OfrE Nkde Fmp 430 Sainlsea Sccl 6547 S Rocim Car., State IWO. Canto , W Will lNEET NO. PHWE. 020) 570-0901 FILTER DETAIL FAX, (919) 227-5999 1 MAX x L WH IDTAL SVITCNCS END To HOOD TAG MODEL LENGTH CWK(IK TniAL 1) $UPRY HD[IO TEMP. EKIL OEM VIBTX LEN4 BIA CEX S.p. CFX CRISTAUCi1GN ENO RDV UANTIT LOCATION Sa]0 Y 350' epp 16' 2l9] -0.]KS• a3p SS 1 KEH-1 Dep 219) 1538 ALpE FLOE ND-2-pSp-E Where Exposed 51]0 B' 3S0' 159 IA• 163a -R.591' a� 2 KEH-2 Rre 1fi58 laB9 ALOE f1OE 1 EMI RIGHT XB-2-PSP-E share ENpasetl FALE Tm 12' DTS -0.059' 430 SS 3 KEN-3 Dee fi75 G ALOE MAZE VHD-G-ND IOW. l] 5) U L Y (> FIRE Moo HOOD NO TAG TYPE gTY.lE1GHi LENGTH EFFICIENCY B 9 NICRO'S TY TYPE y[RE IWR LOCATION TYPE SIZE EL MODEL s Sy C RINNTIT TSTE PIPING VCNT 1 1�-1 CapNate Solo FM<er fi 2r Ifi• 9iR Saw D M TAG �TIO! 1 NCX-1 FIELD WRAPPER 12Ar HgiI Front. Lint. Right RIGHT SS VERTICAL ENO PANEL 2T Top VbllM ZI• blton VNeF, Br NIpM1 Innlatep ISO LEFT SS VERTICAL END PMIEL M• Top VIRN. EI• Bo[tm Width. MO- high Insulates AZ 2 KCN-2 TIRO WRAPPER 1200' HOF Cant, Left, Right RIGHT SS VERTICAL ENO PANEL E)• Top VNN, 21• bttpn NON, Br Hi Insulated a30 IJTT SS VERTICAL ENO PANEL. 2J• Top VNN. EI' gotten Vltlth er NOF Insulated 130 ] NEH-0 rittl WRAPPER 12m' High (rant, Right MCNSPLASH Bo.Yg' NIRF % SLgD' Long 13R SS LEFT SIOESPLASM BO.Or Xlgi+ K SA,m• Lonp 130 IS BALKSPLASN -INSIDE COMER 8500' XipF K 2A0' Leg Length 130 CS GTHVIOTNNElfdtiTYPEVOTNIENG.DIACfXSP. ) WTAGM MM12'b')690.221'5• 11' fi• IX)A 1e• 2Y )01 0.1Br IW le• 28' TOA tiler LIB $ U Fpt4i. R NSIPUYL y Q 3 N Vl M a .era, mww,,. Ln m: N AFI I I r_ 3702 MA SU FORT COLL O R C THE FI N RESTA O JES'_ O ARTIST = FORT C raaa r\CV �Y la[ C KITCHEN 1 SCHE[ ti DU M.H. JB, V01 JB, WI awR is. L' 4sal m nuR 1102-Ki. ER. Schl or n Packet Pg. 243 3.h uieY 06.A �mµ niO Ono rl[ KSIMMIIr FIRE SW ssm 113I01 SHALL K THE M-OLpc n riT WHOM A ILKp 1@ I4mr DIST01 NETWORK IT SMALL K LISTED W1M L9RdbEr6e5 NRp mm, m NI THE 6133111 pw[MWAKE RE�rCµKM VKMvEKCITOl ME SMALL. �V4LAILE FDIC& w Late man-Eirr AIRIV,IMS M EsrTdlp Ali p L K A NTn wl m POTASSIUM rQUR BASED FW RTIM KSRRD N rLM[ OrC IdYH MD Ko T ar ar4l KLAT D r=L IT SHALL K AVALLALL( W PLASTIC r AM" WITH DSTIIICTIM M LIMA AGINT I M M01G/Q. THE K(A6A" RELEASE KOYIIIM SHALL K coMAlmE vlrH A rLLSlE lµ KTECTIW mate. THE T lT Last SHALL K INIQKD " WSTALLm K BlD 15 TIE a TM lO T" W THE K14r6AIING SYSTEM, TKILL LIM K TED IT A Mt Alessi wl. a... r-._ r_A..__..r t_AAaaasca Y q 3ryr fY 49 3r4- 1 )ioq )gee m d a1599 5 .9 LAV id 8E r R rut �{ 99 L. I e3' SET �1 e � E91MKr Idf01 IlEldd6 dKaE zFI TRTWITH ma FILTER WITH ape 3' W,EIW0. STµWF XFM Xp I 3 mum au IT Is THE KS IBLm OF THE I$IITEET/pN(e TO MET 'AMC Er Twr THE Timm ELEYNIEE rmW LIMTED-CMMTIM K�A111f µ0 E MTElE µTERNS rs W m10.3 WITH KT61b LOCAL mK KNA s I �L �fCTY WITH K� QE N M� TO WALL i INTERFACEVISA bt MT61 ab19a wlpx w swami na !III 9TN /mil T/µ OO® ENCLOSURE LOCATION TBD FINE SYSTEM Tag OR TAPE SIZE fLOV MINTS INSTALLATION SYSTEM IMATRIN OM TWO 1 I I MSu RISE 1 0130 1 1 1 WAR taunt wt N/A LEFT dK Ku The node) MI-2 with Pm Accessory A a coastntatbp canopy, M1utd rated for a1 typed oP reading ee "ot TM head shad have the We. Pap and orrfrmarl see "d an credited Cmstrvttbn Kole br type 430 Stainless steel, with a 13 ew e1 pat, wont* Mposod. The maralfact, ETL and NSF shows MterldrK time MAvMM1 cv nt CoroV'uCtbM. Emstructlm doll b 4pndM< on ton structural aplkatldn to "bonze d twtbl and other feehcb. All MAMS. JOMts AM periatratWs of the lapel fIctosurt To the bier auterpdt perhoter that d "to and captures Vaasa dean vopr oM exini motau Raises shall Mw a Upb tlpht rmtrumus b •oil Id aondence with IYai % THAT load tell be All typ with o 4 -, 0 fwr tons far, hanger rosy Canfoctrs hall haw 9%16' halls Ve-pvKMd In 1 N' z 1 Y• stele Men at the factxy to ally for hareer real connection by atMrs. The Mad tell be furnbhr l eth " assets" frters. suppleed M slit and Tamil as ren3Med by ventiGtacT. The fellers sMY extend ton full IMpth of ton hood and ton Peter pNIS Ooll net be fore than 6- In and . Exhoutt MKt caYor b b f' eph e1M 1' flonp Bull 9e299, am and state presW* reQlreMntt shell be, as sown on drawees. state: pestrr eepsrefonb shall b prrtNs wW KCurabl AV velprty eon w4nr Infarroton shah be accurate "Seen I-ft eorepnts along ton tenpth of the wntMtor UAL FComplaw t UngPht fortllet and plots Shan be Mtalled and pre-vt to a ,Krr boll TM tight features shalt b installed with a naxe%e or vP � px got ha and amp AM to a 1m .ate The hoed shall eve - A dMNb wall Insulated front to a1MMV ccMrneetlor, and Increase ty The Msulatron sha4 Mu w a flrxral modulusreseOf f 5 C1, t UL let reaurenenti and M M accerdarcr Mth NFPA 9GA and 9O6 - A, Integral front baffle to dfact Veose Man Yapare toward the vaMwt favor all - A butt-F a✓Ye class WMfIvd few outlets and whatrka controls an the Mad face and P U not prptrptyey�� the capture area orreN'e en external chase RehowMf Veaee cup far easy Clearing The hood sell b ETL Listed as 'Exhaust Maps Nkhout Exhaust Damper', MST Llsbd and butt An accxMncr NM All % TM hood STAR br astral for 450-F coatYe Surfaces at IM UM/ft, GOUT cutting surfarn at M UNITS. and 700-F roots stafmces at 251) aM/rt The Mod shall br EIL List" an 2wMust Mod Vlthaut Exhaust gaper'. 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B.N.P. • VOLT fLA WEIGHT 0.KJ SORES f6 MMl-] 162-D230-c15 I GIS-PB I A2-D230 I N47 1 0.300 1 826 1 2000 11.07101 ] Z0B 62 TBT 12.E AM ACTWL DpgT WTPUi REQUIRED MPUi CollIINIi T66 6AT 1R BTU[ BTW 1EMP. REM EASE TYPE 4 gE I NMI-1 AA 27676E I 254MI BE deg P 7 M. ex, - 14 P. ec. Natwal PAW nmIAWO FAN )MIT HE. TAG WTIW My. - INI 1 REF-1 1 - treaty Box 1 - Fan use CeraNc Seal - For 0 e Ducts 2 III 1 - Trsa[e BUN I - Fan Base Coral Seal - Far Grease Ducts 3 Fill I - 115-BDD DSMper 1 - SCR-11 Slyd Scrun e All 1 - AC IntmleCk Relay - 24VAC Cat 1 - MOtorlud SocMIlraEt Darer Far A2-D WLu M 1 - Lea MI Start 1 - [Net Pressure George, Ql 1 - INnil Proplal Govie, -3 to O' we I - Separate Ill vntap Paclrage Compared are Aced only for Ill or Pm & sent VFM - TMu an Dnly 1 - Sloe 2 EYe[t %reel Hector Lee CM Pr Package. Used On Heater[ under SIDES I Fµ LMIT NO. TAG EINNIST SUPPLY GREASE CIP GRAVITY O,VPER WALL IOUNT SIDE DISCHARGE GRAVITY O R NOTCRIZED DAMPER WALL MOUNT 1 KEF-1 TES 2 KEF-2 ES 3 KEF-3 I MAI YES NL Fµ WEIGHT ITEN SIZE l KEF-I II LEE Cwb 26.511 x 26.SOPL x 20J100'M Vented INgd 2 KEF-2 36 LIDS Curb 230OV x 23.00-L x Mal Ventad IYged 3 KE!-3 27 LBS Cwb 19.501 v 19.SOPL x MM-M Varese 1 9 IMMI-11 Ab FAA I U% b IJLINPW x /Y All N 2 M-M NVWated FLANS COVEANG TYK 1 HDCOB VILL BE CONTROLLED V AN 0.mard Control VanUlal (DCV) WRH PRE- VIRED VI➢'S. IF FAUNS PRg1DED ARE NOT BY CAPTNE-ARE IT IS THE RESPONSIBILITY OF NEC TO VERIFY MM DEC THAT FARES HAVE THE FOLLONNG ATTRIBUTES: ). VAN CAPABLE TO MODUTATE BETWEEN B0-1DOR DESIGN vil 2. IM'OROR OUn ACTIONS REQUIRED. 3. SEPMAR 121I INPUT REWIRED FOR WRE-UP AM CONTROL VOLTAGE. 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It Note M Insteaetl m a •ell smamene F the space but net drecuy snob me none ar close to an eppuance o tmt the "adl g Is t affected er met Typl Wly a eyed Al hay* one rvm Ylgreel a however. System cmfywetl elm 2 fen zones he" the aptbn fin b! = mlth 2 row tnp•rabne to, sash Lw. In Y Naultl M poem! lithe Si GCCOrd ll Ste% Id Ie. .p. �� .".'' ..•��I 11 .. .n.nn ..-. .. ......... uu 6 isg " IF Model: OLV Series CMirwationc Controls Soall be listed by M (UL 50M) 4ppncct ..: The Demand Control Ventilation (DCV) is capable of sarong energy during Idle cooking periods. Taro DCV is designed to automatically reduce exhaust and supply airflow quantal while ensuring hood performance is maintained. The DCV uses Variable Froquen<y, Drives (VFD) and temperature sensors in We exhaust ducts to modulate the fan speed during cooking operations and maximize energy savings. A 100E tir0av override button shall be Supplied with an adjustable Dmer. Controls Ships be Fubd by ETL (UL SIM). The control interface sMll include (1) fan switch. (1) haad light smith. (1) 100E airflow, marries push button and indicator lights. Indicator lights shall include a 'power' light, a Yens on' light, and a YOOE sidles override light. The control interface shall be screen printed on stainless Steel and be able to be installed on the face of the hood. face of the utility cabinet, or an the lace of the control enclosure. The control encbsum shell the NE" 1 noted and listed for installation inside of the exhaust hood utllgy cabinet. The control enclosure may be constmcled of stainless steel o, painted else'. Variable frequency drives shall allot full adjustment of minimum and maximum frequency set -point for proper kitchen balance. Drives shall contain motor thermal overload protection. Acceleration and deceleration times shall be fully adjustable. Drives pro capable of controlling up to 20HP motor each. Resistive Temperature Detector (RTD) shall be mounted In the exhaust hood riser(s). Temperature probe Man be constructed of Stainless steel. System shall be factory pre-set to modulate ton speed between BTF and IMF for SOOF and 7WF cooking applications and between AFF and gdF for 4WF cooking applications. Set -points Mall be fully adjustable through are temperature contrallen inside Ov contra panel bayed on application needs. The I= override timer shall be adjustable from .05 secorMe to 30 days. Timer ls energized with 100E Ndlor Override button. When When is depressed, Gme starts and lam go to high speed. Upon limeout. fans return to law speed or speed dictated by temperature sensors. The panels include color coded wing with as -built wiring diagrams, and span lentil controlled by list lire system micrea switch. The panel in factory pre -wired to shut down supply lam in a fire condition- There in also a factory pre-Nre option to turn on the exhaust Ions in a fire condition (if required). 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"M OR POLICY (gLLRPL a N) N CONNECTION WITH THE PERFORYMICE a IHE EIDTNL MU1P11ERI. z THE OMINACIOR S INI THE DUSIVC EORPUFAT FOR AMUATE OPVUOI OF ALL WI AS WRO1 AS CONNOL FUNCTIONS. M EQUIPMENT SHALL BE NRMfII AS ACRUMAWK 4 FDOML OM II NIO NR FILTERS SHA1 OF REWfill IS WCLS.Rv. PROAOE N MEN HORWL SLPA3 PROCI IS REALM. ME( FIRST I 0 WON. n Packet Pg. 249 3.h 0 0 T I I I 0 F �Y o ♦ 1 ¢ IIB6 Ho E(y iPAOF>D. T" MECHANICAL SECOND FLOOR PLAN scAu a Ii.• a L_D. KEY NOTES (MIS SHEET ONLY) OI OOMIRICIM AILOAPp�p.� 2' ENS 1ED BDWD HYw MEAYRRAT IN lb l © 12-0 OA SPIN -le OONIECRCII RON YINJAL VOLM O.SIPER FOR BNANCEVO. ® IRY M Owl IF ERO11G ROOT. PRpI'( MMRID. SNbI CIX HID R11V R W. Q RRORK PIEII OOCI AT SORE RNUS SA k RA COIRIECDORS. Aw 1E104JEO HE AM SPACL ® S•R CA k V M 11"RN3 OJT iNwOil SIDEVI RRON CONCEMRO iES TlON RR. O SY CA ! V PVC RR„9 comm IO ". ----oA 1. 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Be ISOLATED GROUND RECEPTACLE !P SNITCH NTN PILOT UGHT BM PHOTOCELL (voltage as. required) 0 SWTCHED RECEPTACLE !h KEY SNTw ® TIME CLOCK (24 hour U.O.N.) 0 HALF SWTCHED RECEPTACLE to WEATHERPROOF SWITCH O PUSHBUTTON STATION (numbw of ♦ DWBLE DUPLEX RECEPTACLE So TIME SMTCH bultarn IndlwlM) 0 FLUSH ROOK RECEPTACLE, DUPLEX 0wo DIMMER SNITCH (WATTAGE SHOWN) 8 UGMTING CONTACTOR Om SPECIAL EOUIPMENT RECEPTACLE 12 UCHT SENSOR IW IRRIGATION CONTROLLER 9e LOC(ING RECEPTACLE 0 WALL OCCUPANCY SENSOt per FLUSH ROOK TELEPHONE OUTLET 0 CEIUNG OCCUPANCY SENSOR O DATA, TELEPHONE, OR FAX OUTLET DESIGNATIONS 11111, TEIEPONER POE REMSM NOTE (T-telephone, P-poemr, C-computer) m MAICTON BOX (]1 FLAG NOTE ® KEY NOTE CIRCUITRY and RACEWAYS SOUND and SIGNAL (1) FEEDER NUMBER —o CIRCUIT UP 0 SPEAKER UON UNLESS OTHERLWSE NOTED CIRCUIT OOWN 0 VOLUME CONTROL Wsp OEMCE DESIGNATED WEATHER PROOF —14 HOME RUN (Wile cirmt numbers) (16 BUZZER AC DEVICE ABOW COUNTER END OF CONDUIT RUN 0 CHIME CLG DEVICE IN CEIUNG END OF RUN, CAP AND STAKE 0 TELEVISION ANTENNA OUTLET RR DEVICE IN FLOOR e 'RUN CONTINUES' INOCATION 0 MICROPHONE OUTLET CC) C(E))) FLOOR ABOVE FINISHEDTREMMN EXISTING TOO WNEMMD (2-Cnanner) VI INTERCM OUTLET EXISTING TO B E RELOCATED -!� PLOppOLD ONCKURSE CALL (0) EXISTING TO BE DEMOLISHED _ItH_ MOUNTING HEIGHTS KEY HEIGHT KEY HEIGHT A BO' O r B 4411' MAX H B'AG C 4B' MAX J 411' MAX D Or MAX K 7e MAX E Is.• MN L 80'-gB' r in MIN M C MN N 6' MN NOTES: 1. CENTERLINE CMENSIONS ARE 10 CENTER OF DEVICE NTH TRIM ADJUST BACKBDX LOCATION AS REQUIRED. 2. ALL M"TING HEIGHTS SHALL CONFORM TO THE LATEST EDITION OF ME AMERICANS NTH DISABILITIES ACT, (ADA) O. DIMENSIONS APPLY UNLESS OTXERMSE NOTED ON DRAINING. DEVICE MOUNTING HEIGHT DETAIL NO SOME DRAWING INDEX NUMBER DRAWNG INI E 1� 5 o , E-0.1 IEOND. NOTES INDEX M ONE -WE E-0.2 LEGEND. NOTES INDEX A ONE-UNE E-20 MAN AND BASEMENT LEI4 LIGHTING PLAIN E-21 WPER IEF4L MGRNG PLAN E-10 MW AND BASEMENT UVEL POKER PLAN E-11 WPER IEtfL POMEA PLNI COMOIMINYL: 12/17/14 - ARCHITECTURAL DRAINING WT WASI15 - RUMBNG DRAWING SET B3n2n5 - MECHANICAL CUMNG SET KEY NOTES SHEET O A J 1/2' CONDUT HAS BEEN INSTALLED FROM UTILITY TRANSFORMER TO BMDNG SERVICE MONITY. FIELD COORONATE EXACT CONDUT aR1B LOCATION AND EXTEND TO X"M LOGT01. 0 PROVIDE EZ-MAX 4 ZONE UKHMMO RELAY PANEL OR EOUAL. FEEDER SCHEDULE Q (4-/250NCML AL.) 3-1/2" C. 0 (4-/250KCML AL, #6 CU. GND.) 2-1/2' C. Oj 04 CU TO C.W.P h GND ROD /4 CU LIFER ONE. Qs. 20A LIGHTING CIRCUITS MYCI V FM 4W 1BOLVA ASRIMWa Isc<-4,610A Co] EXTERIOR LIGHTING KITCHEN, HALL, BASEMENT MAIN LEVEL DINING, BAR UPPER LEVEL DINING � I12H� ONE —LINE DIAGRAM SOME - NONE of IN61NWMT5 dr wf�Da��ywNN,eIed ml M ' F�bpO6t1A0 =M4MUT m _ Ma d � 1 WaaWamras Aff Man I w team em'erm 4R 9ELLISIM 3702 MANW SUITE FORT COLUNS. THE FARM RESTAURf JESSUP ARTISAN FORT COLT LEGEND, INDEX ONE-L DIAGF e� M Q ®! Q ems! A. IS MIN E E-0 short lom X I— slash CU shost N a) Y N Q E L CU U. Y! N Cl) w M LO.W^ \/ E-l_ Packet Pg. 258 3.h . . IT �I'TT-1.�—WOE 11W�W .— - E"' 1l1♦ m�L�'�'"'\""�r'�W�'�11f� �_t;if,W ���_itl• fIfE�Ci-"L7'�Z—W1lF_:�111f1/� �1C_�WLL^_3.:-\i�.7L�fYf1�E:� lrfY W 1l[lt�111f1 �l::a W YES l'l■3IJ 1f Yf�1f�®�� W E91J1.'� lJQl1.=C1.1..'.y—ll lT:1•�1��]�� W �© l:fY W �`_�111f11.11111111f�� Yft:1 ttfY W tas��O�� W BA YY�1 Fllf-u'9JL"�.Zt7ii—W�71f•� t`.`>•11L-91� IH�f:�.'i�E'� ff f KmmW imm EM©G^. I 7Z��. vlzm �Yt'Z—■ b—Wa_...a_111f•�] YWW Ytfl• ,_ Dim ---W�":�� �t-.�Wl—wr-..:—i2:Jut11• ©Y 1f �111f1®�__�WI &-MA7Uudddd ©Y W 1111f�11f�ef1W f� W lJY WY�� YI��L�G'3�J© i�:TG1•fT''- 1 1•,. „I I• I 1—U7J >Il J1-'1\S'�..-1s•.—�L�� �m>v�ommppp�� � 1 IIfFCf•[/."^\���L'�iLl Ulki'10i:�E�� � t_��0 r 6111f1'�■r•T\T111f� ae��e�e.':�ia�mQ'i�� G�cRr^'.\r��OYU�,7mm0� Y F:�fZ+�_'liT'��mYUI[l�tff7Eif� f� L7Y F:L�4'� 79.���1'�YUIt;JIFl�EJl+•�� Y L7Y o _ OWNER EQUIPMENT SCHEDULE �->•�--�mExa�nm®me�ul� o ��L7��iL•�YU�J V O���L �_�Y 0 a pE©1� ��®YOB0 O 'y�tQ�mi�YUm®�D��L70 �i �- CWR�1f�sas•lJU�lE3�OFi'l��t"'■"`.�W� plfaa n >_ri ^^■.." rr--�n'ra-n-'R,.',�".� �c 0i'r-n->• ,. _ n �r-rra-n '��rl-� EEL= ENE= MIKEM O�OU� I.a _7•' �'��_ , BELLISIMi 3702 MANNA SUITE FORT COLLINS, THE FARM RESTAURA JESSUP ARTISAN FORT COLL PANEL, LIGH EQUIPMENT Gl Ef(w-- Packet Pg. 259 3.h 1.0 2.0 3.0 4.0 C GENERAL LIGHTING NOTES: LOCAL SMTEMINC. S TENING HUNG FIXTURE VOTED MATE NIXIMETNELN, 'ING DENIMS. SERIALS ME TO BE IND OEUVEAT TO N-IN OF CONDUIT UNDERf ND UMENI5 ON ME I BE / SIIED. G. (THIS SIEET M O Efl 'MEL TO -AN E, F E-7 E-i.. Packet Pg. 260 3.h GENERAL LIGHTING NOTES: A. C NECT ALL EYJT AND EM UG HIS M C ITS SHOW MEAD OF LOCAL SWTOHING 2. LUMINAIRES DENOTED ONLY SHALL HE CONNECTED MEAT OF LOCAL SWITCHING. O BGFR TO ARCHTECTURAL REFLECTED COUNG RAN HIT EXACT LIGHTING FIATURE LOCATIONS 4. ALL COMDIMTOTS SOLL HE COPPER AND 012 HMLESS OTHERWISE NOTED 5. ALL SNATCHES CONVENIENCE REOEPUMS AND PLATES SHALL BE WHITE NONMETA C IB4ESS NOTED. CONFIRM MO WTH MCHTECT PWCH TO ORCEWHG DEVICES. I. COPIES OF ALL INSTALLATION. OPERATIONAL AND MMHTENMM MATERIALS ARE TO BE SAM AND PROVIDED TO ME PROJECT MANAGER FM ASSEMBLY AND DELRERY TO ME CONTRACTION AND OYMER. 7. LAHEL ALL AINLTION HONES HIM ORMIT HUMMING WWNC RORN-IN O CONDUIT SYSTEM, A ME ELECTWCAL CONTRACTOR JOB FOREMAN SHALL DOCUMENT ALL UNOEMGROUND HEMS AS HELL AS MY DEVIATIONS TD THE CONSTFHJMN DOCUIIENTS ON ME RECORD ORAWNCS SHOW ORCNSONS ONLY WHEN ACCURACY CAN HE ASSJRED. A ALL EWOSED OONOIAT IN MNG TO BE PAINTED TO MATH CEILING. KEY NOTES Q PROMOE (1) 1" POWER LAVVEV FOR (2) A' WRAM M}TURFS. 10 20 3.0 4.0 Y ; T I I a.IHG 1w Ippw LnN HMI tUPPER LEVEL LIGHTING PLAN SI E . Iµ• P V. SHEET m MWP � wm, H BELUSIM 3702 MANHA SUITE FORT COLLINS, THE FARM RESTAURA JESSUP ARTISAN ' FORT COLT UPPER LIGHTING L 0 L(� U X r Cu N cu U) �C C (u LL Q 7 N N M VJ Lo Packet Pg. 261 3.h 0 0 4 11 Y_E TO UMIn _ TO UWTS ILL �'- HALL GENERAL POWER NOTES: I. REFER TO MECMMICAL PUNS FOR EXACT 11.01 /11ONS OP ALL MECIIANICK EWIPMENT. ]. ALL CONWCTORS SMALL BE COPPER AND B10 UNLESS OTNERNISE NOTED. 3. ALL SMTCNES, CONKNIENU RECEPTACLES, AND Pi SHALL BE NHITE 11010 WC UNLESS NOTED. CONMIA CaM MINI AA NITECT PRIOR TO ORDERING OENCES. A. PROMDE POKER TO iii AS REWIRED BY M.C. (REFER TO MECHANICAL PLANS) 5. OOPES W ALL iNSTALUTION, OPERATIONAL AND MAINTENANCE MATERIALS ME TO BE SAVED MO PROMDED TO THE PRMCT MANAD R FOR ASSEMBLY AND OEUVERY TO TIE CONTRACTOR MD DINNER. B. LABEL ALL JUNCTION BORES NITI CIRGIAT NUMBERING MINING ROYGN-IN OF CONDUIT SYSTEMS. J. THE EIECT11i CONTRACTOR JOB FOREMAN SMALL DOLINENT AU 101OER4AOUN0 FEEDERS AS MILL AS MY CEMANWS V ME CONSMCTION OOMMENTS ON THE RECORD MARRIAGE. SLOW DIMENSIONS ONLY WEN ACCIAIACY CAN BE ASSURED. B. ME ALARM OEMCES ARE NOT SHOWN ON ORAMNGS AT THIS 1IME. FIRE AIARN SHOP OUMNGS SHALL BE PROMDEO BY A UCENSEO ME AWN DWTRACTOR AND SIGNED AND SEALED BY A PROFESSIONAL ENGINEER. I. ALL EWOSED CONONT IN CEIUNG TO BE PAINTED TO Mi CEILNG. J KEY NOTES (1W5 SHUT C �� O1 CIRWITS FOR HOOD UGHfS / CONTROLS. NiIDEi AND ill TO C I BE ROUTED THROUGH HOW CONTROL PANEL COORDINATE EXACT `- 1.001 ON AND REQUIREMENTS KITH M.C. © ML 15A L M 12M RECEPTACLES IN KITCHEN AND BAR TO BE GPO PROTECTED Oj WORDINATE EXACT GOOIER 1101.1 IN Ill AND REWIRCMENTS WON OMKER AND EQUIPMENT VENDOR `` IiiiiiiIIIIII1111M Ion I _ ■"ima .. Y R. millA - — ' lerr►iynp� — F MAIN LE scARE _ 1p• � , 0 30 0 / �yD) PLAN o i A~ `u M � U ' r W �A N FEV I ♦`V NEFSXPtt W61RWMR6 NV N �;� N ,i Q fC LL a FFF rn rn X. O to t N BELLISIM C 3702 MANI ILL SUITE rr FORT COLLINS O R C N I.mWIN � d THE FARM y RESTAU7 JESSUP O ARTISAN _ FORT COLI ..WIN BASEMEM E POWER 1� r-� C O .. E w i �.. u -INI a Em111 XE..T Packet Pg. 262 3.h GENERAL POWER NOTES: 1. REM TO MEORMBCAL PLANS FM ERUCT LOCUTIONS OF ALL MEWAHILAL EWIPNENT. 2. ALL CONDUCTORS SHALL BE COPPER AND i12 UNLESS OTHERNSE NOTED. S. ALL SMITG E% CONVENIENCE RECEPTACLES AND PLATES SHALL BE MITE NONMETALLIC UNLESS NOTED. CIXNiMI COLOR VITH ARCHITECT PMpf TO ORDERING DEUCES ♦. PRDNOE POMfli TO' S AS REWIRED BY M.C.. (HOER TO MEOIAI M MEANS) S. COPIES OF ALL NSTALLATM OPERAOINA AND MAINTENANCE MAMMALS ARE TO BE SAVED AND FRONDED TO ME INUXECT MANAGER FOR ASSEMBLY AND OEULERY TO ME CONTRACTOR AND OMNM 6. LABEL ALL JUNCTION BOXES MM ORWN NUMBERING DURING ROIGN.N OF CDNONT SYSTEMS 7. ME ELECTRICAL COAMACIOR JOB FOREMAN SHALL DOCUMENT ALL UNDERGROUND FEEDERS AS NELL AS MY DENATMMS TO ME CONSTRUCTOR DOWNENTS ON THE RECORD DRAWINGS. SNOW OMENSONS ONLY MEN ACCL•tACY CAR BE ASSURED. B. FIRE ALMA DEWFES ANE NOT SNON W ORAMINGS AT THIS TINE. WIRE ALARM SHOP DRAWINGS SHALL BE PROIDED BY A UCENSEO FIRE ALARM CONTRACTOR AND SIGNED AND SEALED BY A PROFESSIONAL ENONEER. TO KEY NOTES O CIRCUIT TO BE ROUTED VA HOB CONTROL PANEL RETER TO MECHANICAL DETAIL SHEETS ARID OORONATE ATM M.C. © WEATHERPROOF DO RECEMACLE S PROAOEO WITH ROOF TOP UNIT. 10 20 30 40 UPPER LEVEL POWER PLAN SCALE . I/C • V P fair S � O L� U 2L r }F Cu �F N `Cu 77 CU e QC C m LL 7 N N 0) M Lo GAINL N_ F BELLISIM 3702 MANHA ILL SUITE 4+ FORT COLLINS, r R C 0) A•®M,R � d THE FARM 0 R SE TAURA 7 JESSUP O ARTISAN T = FORT COLL a Cu UPPER i E POWER ti r-� C OJ s WINNOW Ci CM (Q oW R R ISflo �t N N.W Q E-I:.. Packet Pg. 263 3.i NORTH EAST SOUTH WEST al M HNN-0C SHOP -NORM-EXISRNG I.1MEVCHANIC SHOP -EAST-E%ISRNG O ME�CHARIC SHOP-SOIffH-FXSRNG u M HAND SHOP -WEST •EXISTING �•.1-10' V — - - �w,cunAn spur •ens-rnuruseu MECHANIC SHOP-SOUDI-PROPOSED p JIC SHOP -WEST -PROPOSED 1 FRAME WINDOW TO BE REHABILITATED OR REPLACED W11"WD MATERIALS TOMATCH�4 - PANT (E) DOOR AND HARDWARE TO BE REHABIUTATED OR REPLACED W! INIOND MATERIALS AND FIXED IN OPEN POSITION OPENING TO BE INFILLED WIALUM STOREFRONTSYSTEM (E) DROP SIDING AND WINDOW TRAM TO REMAIN. BRONEW MISSING PIECES TO BE REPLACED WI W-KIND MATERIAL, PAINT AS NEWALUMINUM CLAD DIVIDED LIGHT WD WINDOWWDBL INSULATEDGV NGINNEWOPENNG DOOR AND HARDWARE TO BE REHABILITATED OR REPLACED YW IN NO MATERALS, PAINT rE) 13E EXPOSED RAFTER TARS TO BE REHABILITATED OR REPLACED WITH INJOND MATERIAL. PANT 1T REIAOVE(E)HEXAGON ASPHALT SHINGLE SIDING AND REPLACE WITH DROP SDING TO MATCH PANT A18 NEW STEEL UNTEL AND ALUM CLAD WD DMDED LIGHT ML GLAZED WINDOWTO BE PLACED INS STRUCTURAL BRICK WALL TO REPLACE AREA OF DAMAGED BRICK A20 E CORRUGATED METAL ROOF TO BE REPLACED WI NEW CORRUGATED METAL ROOF A21 EASPHALT ROOFT0 BE REPLACED WITH NEW ASPHALT ROOF A22 i(E BRICK TORE REP0NTED WHERE DNMCEO,PLANT 1 MISSING/ BROKEN SINGLE PANE GLA23NG TO BE REPLACED W/ SINGLE PANE GIALNG PAINT FRMIE VIEW -FROM NW 1 � N 1 Q 1 E ` L m I { um • Q y L� ■ M LID Packet Pg. 264 3.i ABBREVIATIONS 9 AT IM New AFF. Abm FileAea Fbor N.LC. Nalln CantraA AIIU. Aw4fa "Und Ua NdbsMle B.O. BobmOf NOIA. 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Mt WIIDWOEIEVATIMS tll WIIOM]GCC11oN56wALL SE)(yve M] p AT YANCCa ATNCNII pS MEVAnaM pErKls MI11p6T1p 11Cp ALLER • LIN I1] WH4ER: Sparrm avw.43 OMR PFFN JE84U ]i@ N FpiTf SDMCTUML I fMRUCT KEN SIMa ma FdiTC L 0 4— fa L U x ca H (L) CIO E L m LL CL M v Packet Pg. 265 3.i r__________� Im ox�°RPE'}'NGaNO I wvrE Pr wxmwAmN I I RBIWEEz0lNo mstp I 1 I I MS'NO gINIEROB IwvA}ErolepwrAwlwB I I I 1 STO®RAGE 1t3}P i b I I „ i m i ASs xDIF:PpDN13/,WCUTNG IrmyfflPmcXE�IEImiAE�A I Y GARAGE OFNDPtllIIECwmlM.ciy i r__________� �'PENT.EEz3mD1%Wa I I saxa p11MEPoOR I mP SILVIIEfm PNNS!/tlIAIKN I I OFFICE I I 1® I b I � I r NolE1KARALLegAWDRR� trYeSr wolYlelRRrsMal PEtAAEOVB}EMOom mlo-anN.m®xlFw OTEtgKYRECPgq MAClI TRRgC mEWiEDPENa �%cn RgLIIBNOL6tlEN)mOEREXL I R A-i]T n FRSTFLOOR RAN-EASTNGIDEMO L 3 FIRST FLOOR PLAN - PROPOSED 1M"=I'd s AEt i SECOND FLOOR ICLERESTORY PLAN - 1 PROPOSED V 1M"=I_a KEYNOTES NDTE _ DESCRIPTION _ 1 )WOOD WINDOW ME FRAAND ORSASH TO BE REHABILITATED OR WHERE MISSING OR SEVERLV DETERIORATED, PULED W/ N�tlNO MATERULS TO IMTCH IE , P) aNr IS IN GARAGE OOOITAND TRACKS TO BE REMOVED. 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SHEATHING INSTALLED DIRECTLY TO THE EXISTING 1"X V' SKIP SHEATHING OVER SISTERED AND OR EXISTING WOOD RAFTERS. PROVIDE 3'U' WIDE GRACE ICE & WATER SHIELD ATALLEAVECONDMONS CLEAR EXPOSED EXISTING WOOD RAFTERS AND EXPOSED IXSKIP SHEATHING. PAINT INTERIOR FACE OF DIRECTLVAPPLE015GZ'O.S.S. FLAT BLACKPRIOR TO INSTALLATION (OPTIONAL). REFERENCE THE STRUCTURAL ORAWNGS. Im -MISTING INTERIOR WOOD'SIDING TO BE REPAIRED AND RE -INSTALLED AS INTERIOR FINISH OVER VAPOR BARRIER OVER NEW R-19 BATT INSULATION, AND SPRAY -ON AIR BARRIER STAN TO MATCH EXISTING AND SEAL OR PANT. GENERAL NOTE,SS, t gNEN9m3IAE YFAAFED FRAY glfyq: FACE OC R:.ypK. iOgA&DEFACE DF RNNNA. i N1mHBIMILMM gVYE W ICCOGNNtli NTIR 1NEILPIKJBIEflEDIINB/EM]SCFi11E1F41Nmd: BEIN3 VSEDI NECHYAGLL mDE nn x3noxN EI>: clPoc mIF- uL aPREM Edn ax3. 3 mxmwcmR swu PEFlEw TXE DRAYNGS. 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WRgy Mew WAIT, Vartlol MORIL HONontal V.T R. Vent TNruRM I.D. Imtle Dlamabr vWC VIml WallaonrinE INS'm Insulated steel W/ Wall INIT. banker W/o Whhout M.O. Mammary Oponins WD. Wood MANUF. hbnuoctunr Ni Meal ARCHITECTURAL SYMBOLS Pmperty Urc Eehtlryfmbur New Com ov Worraint/SeUe[k Senlbry Leer Weer Une Chas Una storm DLaln Di um ED Spot EMntiun Winaw Type C) DnwNBTiLIr - -� Drawing NunBer­ s DRN0111 br % Scalec .a / Room Name ROOY NAME Room Hamner P MATERIALS ► / 02 M Finish <«... yam, phPouncru Nick JESSUP FARM ARTISAN VILLAGE FORT COLLINS, COLORADO PERMTSET MARCH 25, 2015 DESIGN/BUILD NOTES p.Mdv8u10 Mv]viid lPUMmNeI� t PVrrl.rq q.ym Nelu OegMtl,gw[Wae .mnav wN.dm eppae q By war S [�. r4rrb Wan lla n "w^t^'Pa+VeNdwAlxlx NrM dw9 Wrd e Nows w<n dW 4m Mar. 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FOR RFTEAE}LE OMY AS., BULGWNUWNL SECT0Il5-PREIA 6YAl"I'l ➢CORE AND FI1 PERWT D RAWF ni FOR � ONLY RR W FCRTO STFIUCTURIL 1DBIN calm node 0 L� \V �R WN/ w CL O N U) V cW C 1 00 }a V M �a Q Packet Pg. 272 3.i F FIRS ST FLOOR PLAN -PROPOSED EiN£,z,a — NORT H GENERAL NOTES. ,. OY6YWIl9 ARE AREA WD FRON XlL� FACE OF F 140 TO OL7SIX FACE OF ERAWNG. z ALL wlsmucnon snAUMIn ACCOmVICE WTN TrEamuuazE nEa1mE]aFrta oir1E (Flu w O]OE BEIF.GIISFDA FLOMtlaALCOGEANJ n1rILYV1 HECIRIC faDE,ALL C4RREM ®RIGA9. 3. CRRMCTOR gW19ENEW THE WAW NI FlEl➢WRFY EV 9rwG CG0TItl19 M9 VERI%HLA CTe OF TMa R10.EGT MOOR TO MOWING CCNIIMICTHMI AND FOIIFY Mfi T AND QNIFR RERMMWATNE W0.W D SCRUAWES. A ALL EI3ERJm AAO INMRKA III mo PNIIS YA9 5NJAf1 OIAN f.WTRALmT:CA TTIM NOT OFTN Mrm 9Y TE CNlIE14IXl:ITTACTOR FaY nEw noT �rwLEn. 5. 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TYIXAE KEYNOTES NOTE DESCRIPOON E01 VICTORIA MOILING ATHENA EXPRESSO MACHINE E02 MARLKOENIG ICI) SINGLE COFFEE GRINDER E03 MAHUfOENIG KW SINGLE TWIN COFFEE GRINDER E0/ MARLKOENIG GUATEMAIA RETAIL COFFEE GRINDER E05 FETCO SINGLE 3L COFFEE BREWER E05 HARLO ELECTRIC KETTLE E07 KRCHENAID NSF SOT MIXER E09 WARING COMMERCIAL 3111 FOOD PROCESSOR, VIFP148 E09 27- UNDERCOUNTER REACHJN REFRIDGERATOR EG10 W REACHJN REFRIDGERATOR E011 2e REACHAN FREEZER E012 MANITOWOC I"LOS UNDERCOINTER ICE MACHINE UDdINA E014 90 DEGREE CORNER 3 COMPARTMENT SINK E015 24724 MOP SINK EQ16 WALL MOUNTED WIND SM E017 VEGETABLE PREP SMK E019 PITMERRINSER E020 MOFFAT ELECTRIC CONVECTION OVEN, E27M3SKM EQ22 POINT OF SALE EQ23 PASTRY DISPLAY CASE E024 UNDERCOLNTER DISHWASHER FF2 SEALED CONCRETE FF3 LUXURY VINYL TILE OR EQUAL WFI FULLHTFRPOREOIML WFR 1PORCELAIN TILE OR EQUAL RE: ELEV. WI EXISTING BRICK PROVIDE CLEAR, BREATHABLE SEALER WY SATIN FINISH 7 u IMI u F 2 u F u u u u C L u IIIIIII 2 a n 3D View 1 mo Al.l 3cNe - MRR. MAN ftKING HORSES 3BELLISIM��-'''JLL�®��- 4OL 0(AR OIV¢pYNIf Y,�..p1a`T O L Q E L m LL Q M to rA v i Y Y Packet Pg. 273 3.i f- n FIRST FLOOR PLAN RCP H L KEYNDIPE NOTE I DESCRIPTION Cl lE OSED TD EMSnM RDOF FRAMING. SEAL C2 IGW, BD. INSTALL DRECTED TO MSTING ROOF F NG PNT CS GW. BD. OVER MECN. V M F ING PW.. B(ZKING HORSEc a.isime . =wsowa�&Q 1 L Q L U K m H W N ca N Q E L m um Q M Lo v i O t W w Q O L �.i L :.i C� G 00 i d E V m El Packet Pg. 274 3.i . RESTROOM 1 �. o « \r 0 • zy f/I.RI..d ICYNn' JI QM61 I R f RESTROOM 2 o.. �,.:. snR 1 � MR x '`----F '" dt 6 M.1 WL VA•.Id N.1 F4 Yf•M KITCHEN @ If.! IT.:d 9 KITCHEN 2 Ii6.1 vae lT•:d IV, I �I KITCHEN 8 1 (PM fNKITCHEN 4 _ w WING HORSE EL.LIsvw4 Packet Pg, 275 0000 I'll I 066010,110 0000 Colo 1101,1000,*, 3.i _ FABiIHp WOCO ROCf fPAYN3 RF➢NNN NFD:m RFF. 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R BIINtf — ENTINOgIH W OPADE RF➢NR NOIEYFIN IFSEN _ . Packet Pg. 277 3.i 51:uYunl rotes: a.IM anl: I. aXwrnhea All epitma¢l rcewin tnc International Euildlly Gde 12W3eGitlOn,aM let a %R Coodu wN UN Cheecke d vc f jWtnna. 2. Nit Part m S slut c1eQ arCheal, an eiboa fore sMvn On this plan pwr e0 cwuets pacercl2 am SUN rerere ve arcn•trctunl plaro roe>lOcwvb. etc. E. all I IOI.Mal deag, 5 WSed On the gait hal mglreenra revg2 enal be the Site Ad ll Enqui avq w. W Will f Wads (de/ p0/la do, 1 1220255). all Flit re�ommtrvMtom •rcJWCe in the report Shia no Commota ed to he Part OI these S.viliotnm. No geoteal ade nesr srome ee ranuwe w vc,lf Sea CwdNOro see wnnmM ..N the rtpn rvorinremators Fred to, wntnctan. ourrg Sal - 1.500 ql n deJd'Oad - Na 2 all jw Iwds: Ind Amu Yid - 30 psi; wIM = 100 mph (35): lap C. Aermm dean "l ly e. C. Io-nWtwn Nreorrr.wrm . e1 looerup al epi: On sou Fes' orta in nfool arw wtngmr Slidell RAMS Iowa tddoodo l l r1e.,mn to all port. 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W Fa urgerm thefind eda d Nau ShuNw] a trap waft Slit x & e• uF er an Find roved m mmHg wan ei Nts aP+cod at A. on center it pawl urges. e' on comer n Nit hole v n.o. ^rMWA"� la n�4 Mv.W till wM•wu/e �9e�v irS va Ke� @LOW ROOF SECTION 51 Iu-Ip perms l an r.< nMarpel srm]wNYanry M �1 ROOF SECTION 51 z-.a �Y,dulins All 12 T 01�= ICI /Y RS mu. typeN ,fir--�' uanmrovwYMs�: 40 Mal A- Nrawwnw Nor Model, met a law arm GF T PROTECTED FOUNDATION DETAIL 51 yr-Io L O L U K M r \V N si 2R LEDGER W/ (3) 5' ILDA.ICL9 PALM STUD pOO.W W — Ail Ron S O n 2X IfDGLC W/(3) ' Mw ILpG IAG _ STUDpCRIGCS 00.)R MANGErl F arf _ D.t F R ID n1� SP IM. / IU5J51FOR L9L seta 0 t^9 0 0CAP oIS ® o oIDS ®k m 43 A b at 1; eyIN Mop 51 u y i m 3 F pp D m IT III - YI II 8i f WOOD SM COWIfR I )9IR' LVL MENDER N ( xer' e f Framlrw✓Foundadon Plan m RUMOR[[ M[nDpCS AS Still MID: MINIMUM 2-2%L MEADfR$ AN I-TRIMM[R AND RING PALM BID FOR OPBIING$ < C 2-2.Y1 O MailDER5 All 1-TRJMMPR AND 2-WNG5 Wh[ND FOR Ofal > C uriPN SLPFORp: INRRroR WE OR p(ISTING WNDwA TOBESNFATmeDwTM IM GYPSUM WNL COARD OR y MINNG FOR MINIMUM <• ILNG AT NL EARNER$ AND 2 E ROTV All CRIpN: IIST 0.ry1dL 5Tw All x-PINLE ACROSS INSIDE Fill Of S%D: 2• Poll A I =A. 5TR/A'S MIN. 2 KR WALL .w.mml...as...w.+.ar.e......•.•...>,..�... w. �..•m. na.nY.%ens...-]... wlm errs,. am....a. roa.l..wi. w.•. rtr.l.r m.....e....a..a.•>e. .,��e..•.ra rr,n.a-r.....r...,erg...rrorvrr...p�orn...ewrwe.�..•A... .Para. a..eae n-.sramreem b.+ewe..tra.ms>:..+wv.a+e-a,.rr...o.+r.r.«e....r.arox•.m.res'.^nnAra IIr.A'...daarm Packet Pg. 278 3.i J ESSU P FARM ARTISAN VILLAGE FORT COLLINS, COLORADO PERMTSET MARCH 25, 2015 ABBREVIATIONS ARCHITECTURAL SYMBOLS DESIGN/BUILD NOTES @ AT (NI New PFOPoM Una 1 FlumiwRn Wlbaalp'r4WgAebedtl A.F F. Aerve FlMled Floor X.LC. Not In CnMrwr Eylpiry CgMWr - la- -'- 10 b 0.NU. INMIB Unit AYM N.T.S. m NotSeal• Wall flmlion oral o.aPwlwaw of Pa 1ES.MraagprgalW BD. IRW OF NW. Nominal New Ombour �io�- IIwP.lae.emde..xm ww. wxWamlaplrta ma GP4Raw B.M. Nlk BalM O.A. OInraR141 C.I. (pl iNnl O.C. On Gnbr EesamaM/SelbneA _______ ® .d.a.e. wgapm xPorage�i•nwowrrvnv. �Nreslo mxl PapwNvsdw ARlNGwq lrtp CM.U. fAl[lab Masonry UnkO D. OMsloe Ownreler Sankary5ewer Debll s Ibu�un v fie.wb io�ey cu. Demeaning Unit On. Overland wall "Now air °' W. QWW PLUM. ionic bmllate WabrUne w N M.R. Qrandipm P'T. Pressum-Tlew.tl G•s floe aorta eyexmpW bheyuLbl b/lle eawfee DONE M CiFYpn P.TL. Paper Towel Dispenser len ars lbu Of. DM1pnBFwnbn PLWD plywood!Sblm prim MlmeFuNl niwpiAep!xwNEC Ma w/liw DBL pwW palm am ®BUIII N sgTaavvnewan1 sepvfenwvn hwn ian rEieyc u bW pl .IawL O.S. A Roof [MIn ]swmlamm"AN lwaw.aeroyre:o DWG. Dbwl7s R.O. Rough Opening Spot Eleiation — Wall Section albax Wm Mrepbrmmtlannp ovin4altlabgw Prepare gyunY amYna E.C. fle[tllfil ContluR R.T.U. Roof Top aMalpep o-lgxGetB l3TmmmerungenaM E.F. EN•up FFn pflNf. flelnfiforcerte ar peinkrrinE Wmtlw Type ^ w,brwx EJ. 6gerubn loot Ii patient (flooring orM1l DrwInRT[le p,a MbR�xofi ayux wa a..apoRopro,ex E.WC ENairc WaterCwler REQ'D ReRldretl P'a- Numb OIN6TR Grad line EA Dich RLG, palling E P.PT EIRpoyacusi Paint Round Sheep NumM1er / EO. Fqul Fill RW. Redwood Scale ElOTx(E) EabtEN SACK. (Tile Sold fa. Ea4rlpr S.C. Done (waneficausd Stop Con lwoM Room Nsme� ROW NAIVE FE Flov DRin S.D. step Ddopnaer Room Xumbar� F.E. M1n Flnpaid SS. stainisa&RIO(Da5twl veref F.v. F4M v.rmy wLols. soar QNra.lm.wnrv) FIN. Noah sp- Short MATERIALS FLA. Flora Tf, TNIR Paw DIsIpansor ITS. FmtYN TEMP. Tampered(glara) GALV. GaNanNed T.O. Top Oe ® ® ������ M GP.Rp. Gypum WtllYnN WP. Typlul Y11 NC Handicapped U.N.O. Unless Noted Odlelwix dmnnsional Wood Slaal Gypsum opium BettimWtian N.E. HDR. NOIbM fpa(Wapd) XeaM VCT. V. Vinyl Compoakm Tib Ve Vent O I�� N.M. Nolbw Mabl WWI. Varmal Weed Slopping (est In Place Conc. Rigid Insulation praoxtConcrate ROAD. Nxl[ollbl V.T.R. VeMThry Roof NMI LO R duMl V. VlnylVhllarvenng llmFMIMWead MJar XNI W/ W/ Qncrimemal Earth Granular Fill NO Mladm W/O w WoOl M.O. M Mtlonry OgnYy WD. Wootl FAp. MnnufatlVar PNwmd &kE StoneMR MINI ELLISIMO gNG HORSE VICINITY MAP DRAWING INDEX 712 Wil „, - -- aRM}f[IIIPIIL All FLOOR RAN aMM' N.l REFIECTEO COUNG Fill OWXEARFPR we RIERIOR EIEVATKNS '� ul 9uIfMXGFiEVaTbl9. RIEVp1FSlYMPRU4➢CpE NO sr L PERF!' VVaNNGS, FDA Al Delay loll- NJ BIILLVnd Nor w.LLL SECn[p6-RIENC114Y A^WOVED LOIE N061F11 nEM.Ff 31101P, - vTE CP/1w1NG5.ip1R6ElENF IXIY FIXIO a �u� RAl Y6U Orange SO N iQFG BUILDING DATA FYI — C4m� a 11 aemxu. swan 2,012111 MwMiwq — ' � Ml}IrwerMWWaww/Co3 _ I I 161IE �pla lra.vmaEarw ra.P.uP cox ese AsvRw / tip 0103F saoaF swra N.tmm caerwAwwwxw. }L OCCIl1/iM9 Al]ebruYgW Fua Gafm I mn wwl.eolr Ruriewp � Ax MaYW Elax�r [env 1 1 ]al] Imwxbia Eaa CD3 11 Tw a Coiam,mm Trx 56. raunP.a..e 1 OwdraNne i I:,a Ar. mSF. 1 I PmvwaaimdOmurcv welnna Trpeu In�M1 / aFh IIIIY/ / 1rcRvaNr rva� � 1'/ Records WrSFG�ea-}l Mpenp gumar 130SF dar/Ml•1Ovpw Naw raaR[sw. La.. O I Mae ii 1.6 Q 0 ae N V a M V ccd) C W w� W U aV Q Packet Pg. 279 3.i 0 1 F 132GALAIR RECOVERY RATE AT 100 DEG RISE AND 3032) STU RATING 2 68GALMR RECOVERY RATE AT IM DEG RISE AND TO SOB STU RATING PROVIDE FLOOR MAIN OR FLOOR SWK AT WH .r LNE6MEO1 ao96r.NaTt r �I /.- rF2 lsrnu NEw aeowNa wExanxD iN1eR,DR wAuu.Q PROVmE ^vi1NLi IIFI➢ER.4REVD b b SEAnxO 1➢9 14.e Tm FiS •.+ 0Cl " EQ} E03 COFFII BN :7 U �6 b FN3 _71 \ 601�F 86 d FF3 J1 I® N _ EQ22 EQS FF2 \ EQF n ` l EQ6 EQ IOJ T _ EGal ti I SEE I mEFEE I IROARFRI p.r N I P O FIRST FLOOR PLAN - PROPOSED xM tz., NORT H WF3 z IDIN / I WF2 B AAfj N UNI6IX 0.R \ WF3 NOW T FF2 wF} F DOO T WT fJ&NETM OR E. o19TWI AI' 9NELVE Ov • EE9T W/NM FMME pANFA / N N2 e C INSTALLMOPAND BROOM HANGER AND STORAGE SHELVES ABOVE 74EC& WF3INSTALL WIRE DRY RACK THE LENGTH OF THE SINK ON BOTH SIDES n[n 14D FI DOOR TO CN E07A PROVIDE 24-IDRAIN I BOARDS PER RED 6tl'HEM _ ¢�OF q/JyEF . WT FFS KRDIEII E(U4 115 hF: FQII I PROVIDE IT DRAIN ._BOARD AND WASTE H11T " LINE DIRECTED TO FLOOR 9NK E02U KID T_1r—T M MR OODR 0 T Rl L K@YN07E8 — ' 0 DESCPoPTION — pf ORN AROUND ATHENA EXPRESSO MACHINE ENovDEFwDRaanw DRElmlennnm n«; FINISH KEY PROVIDE MPOR SIMIUR TO 12 ASOVETALLEST EQUIPMENT JOER a) RINGER () K Cu SSOR VJFPIIS II_ TOR REACHaN FREEZER r ++ JITOWOC 129 LBS UNDERCOUNTER IOE MACHINE UD0141A No+¢I )EGREE CORNER 3 COMPARTMENT SINK •.•Rn•�enNO FMTV(l FICOR ON '/�� N (24"MOP SINK mou..xuEro.xo e,oN.�RxELves LL MOUNTED HAND SINKf M IETABLE PREP SINK ]FERRNSER '•_. IN „•��Dwxux FFAT ELECTRIC CONVECTION OVEN ESK20 22M3 NT OF SALE V ITRYDISPLAYCASE )ERCOUNTER181ER > y� VUIY nLE OR EQUALEpWLL WnxmvEMFEnr DDw NUL�RnIeR 12ED CONCRETE '.URY VINYL TILE OR EQUAL WTN m<NaF nTELDDRwujMc V (a J. HT FRP OR EQUAL (n ICELNN TILE OR EOIAAI, RE: ELEV STING BRICK FRMIDE CLEAR. SREATHASLE SEALER VW RATIN �, �1 L ®n E LA L F m ILL LA u Q u u C u M C � 2 a 0 ICU CL 0 VJ V wV, cW C W }I w 1 3D View 1 MaN ftKING HORSE 31E.LLISIMED E Q u.eJT1n INMiGFMM4MY1fIM\T Packet Pg. 280 3.i r e n FIRST FLOOR PLAN RCP ImpwuE vr.ra RT H L C KEYNOTES NOTE DESCRIPIM 1 OSED 7'O EXISTING ROOF FRAMING, SEAL 3 BD INS TALL DIRECTED TO DSTING ROOF FRAMNXS. PM. IC3 IGYP BD OVER MECH WELL FRMING.PNT PROVIDE MECHANICAL ELECTRICAL LIGHTING REG& 1 PROVIDE 50 FOOT CANDLES WHERE FOOD IS PREPARED (KTECHEN COFFEE ROASTING ICE MACHINE ESPRESSOCOUNTER) s PROVIDE M FOOT CANDLES ON ALL OTHER SURFACES WITHIN RESTROOM AND JANITOR CLOSET 3 ALL LIGHTS IN ABOVE AREAS EXCEPT RESTROOM AND JANITOR CLOSET SHALL BE SHIELDSED IN AN APPROVED MANNER C ALL LIGHTS INSIDE EOUIPMENT AND ABOVE OPEN FOOD MUST ALSO BE SHIELDEO MtKING HORSE N ELLISIMo L O L U K m N 7 <C u — 'e > u e u L F cv u LL u a u = u N C u M C � ;2_ LID Cl t d Q O t Cn N t� c� N 00 Iwn Y euw. vt w a L Packet Pg. 281 3.i . v .E.3 fwt wl'.fi aWCHEN nu ur-rP RESTROOM 2 W-r. IOTCHEN 2 'V pY( YI.rP ♦T ,r b J� +r -R KITCHEN 3 r W.-rP I L REVFgns � � xbrc D9dSP1O1 �, EOl - VCTORN MMU140 ANENA E33AESSO MACHINE JEWFAMGROENIG K SWAfCOFmGKwDtpt EO3 YMEROENIG M SNGLE TWIN COFFEE GRNDER - EO. WRIIUNIG GUATEMAIA AETAIL COFFEE GNNDER EOS FFFCO SNOI.E X COFFEE BREWER IOFCMEW30 NSF lqE AtR[R EQS VNM1RNGCO.M1ERdY31MTF000PROCEYORNFRFY EOE 37"JNDIRCOUFIER REACWNREF#U Eov '.30r REACMN REFRIDGMTOR N"' T3f RFACNN FRE R E011MWf 1iB NHS UNDIRC iCE IK IA11 �EOt1 b DEGREE ODRNER 3C0! Mill EON Fll.11 MOUNTED NAND BUN E011 _ V1GE7ARE PRERSM EOS _ �MOFFATEIECiRICCpNEC710NQWKE ►OSIO. EW FNIMOF BFIf E— 1EA37RYD—CASE EON UMERCOLWFER 1010414WER FK3 THE DR ECWL V.EV va7 ,EIFFn.G WWK PROVIDE CLERK SREArAME SLUM SS WIN FNBN L Uu m i•r F 7 u t u � H N 'e e Q e � u F cLv u u_ u a u � u Cn C N Co e to LID a " i O_ �r /fir M BAR 3 m 3 ruu. Vf.N AmA, L^L CL O co V a ru I� V m 1 e rr 00 rw Rlla � KR� ruw Rr-rP-rP � BttKING HORSE ELLISIMO [ Packet Pg• 282 No Text 3.i n SadioR 1 V 114" V4 FAVE DETAIL AT EKISnNG BRICK n WALUSWD ROOF V 3_TO' I, NIGN ROOF SAVE DETAIL V V •J L aaarill� avaim �BYaW I L sxFA]wxG ovFR r NVL BIseD RIn D INsuuncN DrTA 1? dRe Roof NFATw+D ova w811NM1EPNRd wP e•ENPOp W lM 9F1F d1ILLER (NPN NTl raPE ssw Y 1>• a c. xIx 4LLV IETK NYiRdNO[WITFN. wove N.WUTgN R.]BNw axdurnER RD.iWD. WL B "RE0D FNNI.E vl d014DS R/MM YIIMQ'Fll RIdO Rmy. NA BECCgM. iM my R ROWI9RW N W9. RNIFA TN19% "RENPNW nNBI COhiO"n WIEPS MREDG WYRCTUMp NSRa.9IRVL! - wsnxcwRKTFA9 RF➢NREO rnL],.nnee lncFLu]o fnN/JNG. BLPANIH di MiT R.lB I1BLE xEwxGrP mLEwNo Ix]TN]Eom FRNexG w9nxe 1N19gP" TMNn To eE RaaREn ao REP.KF➢Ns xEECED - NEW R]B II®EUTm � .- FlaosEn f>m sqv 9rEATNNG. � RaNRA40 RFAIGEA9 wKAx NrtoRa FaE W 4VDa RD'31N3 N00EEP pJRER _���� �ER0.R41 WFIFA PIIEAM Yn Roura Ddn]IdnDr -w9 WGVAGORMGFR w I�NRN9 Rt7JEDflEF'. BnIVCf TREAT N11X q Il2 A9 REOL TO 9FIL - 4PM NDRERAE EA9111O COwnE.VO6dJLq P1RLCnIE F]I flITTdlYANEN.CIIAIYBI _ IIVEA RttF BHA1113 EL 9f-T -IE]RT£VA'Od91CP10 K00.1e W IRIENIA.IIBLaLR-1. MTi ��� INBI.IAndI NO PEIII.I]ILVA`m BIN N9leAlgN ndxo aN lxvERvoR RERNBNIM RBmaR 491EECED TAFATWI1x KEUM NEEOED Ta sEAL w]nxs 11aad. TO BNcx wru FL W P LOAFR RNi BFARIM FL IM.S 6 EA9nBE BRl y RM EA9nNG BMBF RE➢aRm BE REPNREO Y I{FCEp.REF.4RNCf ASNFEOEO. REi. H101CT - Eg911N391AB W OPApE REPAIR I1OlEVF149 XEFPED � - - Scfm2 2 1 PIIENIYRmPfPR NRNLT]MIegE. - —wvnxdmann.ml n RAKE DETAIL ® SNDIOLE ROOF 7 rml..'Y L O 4- 4`0 L u X ca H d /- RBNR/JO RENKF w9Rtl 4� GWMPE N®031W HIRICPAE R�1BxTTm BLOAM NIKMyAPW �I -1 Lf`tBI ROiF BFNfYII I //. _ _ . k.1 eil ® all ati 1 e _ i e�� 0 wmw alEx TOH REPAIRED ISNEEDEED, REF:SnM1ILf xEw ROlwuNv. eeTu DOWmVIII 1lVI COIK w IN 91ED Poxnw 1661WILT. , 1 vne BITT 1 Q% nvu WooD EiWbINd f!1 ?o �IC�WNL EE toe-P EGVEt1 R0.4 BEVbO 1 > EE I� S ���®Eow. �r�svnERaaRm � i �w9nNGw ON GPALE RF9aP 1 !FE NUIEVFL A91EE9ED V� NEW 9W CM ORADEm91E0 I �e 91RJCl IUIDPOf£INIENCQ WNI L M9TRMR NAN EL Im-P I E 1+1 1 L — 1 I.L N I Q v ul I N I � I 1 11FPE BFA0W I �y :R06 to LID REPAIR GEEING fRILN6 I YE4TNLIEW WHBM1Ti w azaWPUNix9lr�nndv II6TN1 NEW SF G1P RG LF1L11G O RNN9TNl la W09n1m15 W INIFM]R. 9iaN 4'O SEL }I }I Td. NedLWwE EL IeI P IMTA RO'JF BFIAIN3 EL IOf T , CL C Ic AI11 N w]nxo DGu.Es vrvm (n wrxwNE w9TM]w W (BYCE I y TG REIWN REf R1111CT •Y i R15 iVPE II FPf l� CN ONVERIICAL /R F9 P1CFOF 6wBfI1tl POVMnO1 �V � � RflSi FLPMIPUN d flEF1H YR dUP EPY _ MTN IEWE09DfE IIII1/1R30 iVPE1V RP9 S L SRIFMEmf N9lAl1(MIORMNIO/fa. RAIRA omm VFA1KlE I — FJ FF wmNGF DM31 1 I� I- FKECf EAEnM6fd16ElgN. - I — II E%IFMIp I'd. a1� I. pA tl P p LN W 00 I�-11 11? R801V1£IV iP! TORFNaN PFF'. QAVCT III = =11= xyy.TICNmNplQplfµ 4� FILE Of EVHPW fpNDRP011 FXRNOYN 1'r /1 WALL SECTION @ BRICK WALL WKSECnON@LOW ROOF lJ 1?'1'aJ' 4 10 1L'1 j 3 FE RELLISIMO BAKING HORSE Packet Pg. 284 3.j NORTH EAST SOUTH /.1 SA T SHOP-NORTH-EXING -1'l IST SADDLE SHOP - EAST -EXNG u 1M"-141" STI_ 114 ,V jSADDLE HOP -SOUTH -EXISTING KEYNOTES NOTE - D CMPTION MEEW • FROM SE L" L W K - H a) a� WEST um Q L (=n • Vl n SADDLE SHOP- WEST -EXISTING M Lp 0 O 0 r� r:. V Q.' , Q y Z 0 AW O '^ VI x)SADD ; SHOP - WEST -PROPOSED O T2V Z (n I a-� Y o 3 .Fa WEW FROM NW Packet Pg. 285 3.j ABBREVIATIONS AT NLC. AF.F. Anwe Finished FIaor Neda Ca Mu.. MNaMng UNt NITS. NO kSak BD So1vnol NOML NoIImM B.M bode Ok DI CA Coma YX OC, On CeXw C.N.U. Cavek Menuy Unk O.D. 01br QLL cwNensug Una GR 01 CAB. Catinel FLLAM Phaw Lanln. CERTL caa rlM P.T FRasulelreSm COIF. Cagnuwa P.TL Pspe Toom Dspens r D.F. Ddnhhg Foueah PLYWD. Pbvwd DSL Doube PM PMX US. CwaTepoo RD. RoolOran ONG Da ys R0. RMW Opnnp EC Bect%al Candult RTU. Rwl Top Uni EF. E*wd Faa REDS. Renlaws w Reinblwg u Fap m John REBL RNIIwI IAwnng or bane EWC ElmpWffirCNhR REOD Rogvo l EA Each RLG Roung EPRT. Epw Pat RAID. Round EO EIaW RW. Redwood E10ST w (E) Existing SAL TL SuspendedAweskal Tib EXT. Edamr S.C. Sow Coe llawdl FA Floor Gan S.D. Soap Dupnwr FF. Fn Epeguadw as, 9311 SbN F.V. FoI SAILCRS. SdorCourse lmaonryl FIN. Finish SR. alpha FIR. Fbor T.P. Takl Papw DiREnser FM Footing TEMP. TWI (III DAM CeManved T.O. Top Of GYP.® GI Wallbuwd TTP. Typbl NC NSNnwmd UILO. Unless Naed Ouow NC Ikdav Core (1Y4I VC.T Vael Compwition Tie FOR F r V vent NN. "Am Med VERT VerWal LIORIL 14 z VTR. Van Ten Roof LID. IrIam owmb VWC. Vinyl WawwenN N&SIL II Sled NY Wdh INT. IFIWier NTo WMON Mo MawnryoPnelY VA. Wpod MAKE Mambolm MIL mew BELLISIMO INCORPORATED FORT COLLINS, COLORADO SADDLE SHOP REHABILITATION CORE & SHELL CONSTRUCTION DOCUMENTS ARCHITECTURAL SYMBOLS FlowRy Urc Ealug Colour NCY (DINYr Ew9nplll$nwwj Sanlbry Sane W Lrle lsE L1n0 sm Dan Dallm Spot Elevation �— MWM TAN Oraaeg Title — - GabgM Iar--.L� Shea NlvMer --' I�r Sok - Roorn Nare - - naawva Roan NunW-----�= EA) Wal//BI G_� Opal u Bating Souion WYQSaAon W Ure MATERIALS � M � 611A1i1 Goal in plains Cam Rqd II PI M• II:,, IL; mm �M %///%/. P"ood SEA SON MAY 21; 2014 VICINITY MAP BUILDING DATA MI-arr NN ,J Pny None ewp Cum Sean, sew a.� ar.Irw, L®m 31c nHp W00t ,, FM CdIAW Ipuutl. nulOnv Cwb RnIeC V led M1reYrmm� nrwlw F= rm.,w..wn.ro M.FnbrMbNpu on fd.VMWr�n Rwln 2011 dqumtlryCM ID„ 1, PY F C•L. IDW InbrMbitl fIn G6 Nbbwwro�elndwmdw.awpgwf nvindmRb�ln Xov bbamwn\ rum rol...mn cm..w aexRM ew.d w l.mr r�r �nwerb 00US Iwl "W-Na I,we 11 N Na na,RrNal 00101NNP II M bwdml\ TslYkwlrwl.Pl11•C swwl.d w u� IrI\II•I.n PMru b M V prnYY Swmu Fib R. w+.a iYA 1p151 MvmYden 1 rqurw Namprcy vbnlyMSp enep.nn C10nub•tlb VLw'.np�SMm.v 4.Plrtls i5emu M V-Fun M1.bIM Ib.AlrVlwb nwYwllw ea uwY.ei l.N .a Ewle.nelewvve�. Y lwftM MNMII.,.M]) �. wr e.nrowr a mw+ MII-asapRyulierern In w11Ntl dub•®tIN eO s0n obi. BUY1ne A/•. wwn�I loa nN loa ftn> Fl 1 smpmR vawr env sJtlnerby[., m1e ffl �olnr. Mu RI O1 mee !d'T ]INSY]s [lmrPM'OmnLm Mms +nnN+O1 F.•WYY N. (SMINFe Cm0uM0n TTp• }lynwn•pinLln I5031"go aAe••4s 'g Hddeg� IM 0090 Mwwenmhru )}WMTIn.IYn••n'eiwwwa Mn-mn•Rvn.mw+F lYd•loo4t+1N= IMe��\�1a9[apNImEF•eb.Fdncrwnbl- SORu9YAlnp PN UREMOUApEABfETONE sEweE WF MIFI SSTIlUV10SFWACMSYAICw OF XIaiaRlc BL101N9 REMwwTATRe1160EFIrE0.4"fO WIrF Pon9Ea LdPA9EU9E FORA PRC1TATv NRw1p1RF➢MR MTBMTCNe. alm /LPnwls WMLE Pg69EANgTHC9E PaeTOln Op FEAlMFs1NAT CWYEYIn NwfwiGaL GAr1M.aL aRMfMTECr11ML VM1lE5 DRAWING INDEX A LER•Lw ne aa+o+ am Pwl. FOR nEe£NEIIC{ OULv TS Ww1En FOIw W �ECn>NL wnY All SMwEaM]V. FLO &RWFg Ax, eudwlOElAvnnpre asEcnoro OWIIERRFPR ASt pOpR6 N1NWF•6EVn1I000f CEi.VLS NMMT Ma Ill nw wa NRIM STRUCTURAL 0 Au wad TUM sax Fwn0 W gu 7 ft& g Tao 1W L O AH CID d L U x ca H Cn a E CIO ILL Cn a) Co LID Packet Pg. 286 3.j 7 KEYNOTES NOTE I DESCRIPTION D1 REMOVE THE EXISTING ROOFING AND ASSOCIATED SUBSTRAIGHT DOWN TO EXISTING SKIP IX ROOF SHEATHING AND PREPARE FOR NEW OS e. ROOF SHEATHING. IF NEW PRE-ENG. ROOFTRUSS ARE TO BE UTILIZED, REMOVE ENTIRE EXISTING ROOF INCLUDING EXISTING US RAFTERS, COLLAR TIES AND SKIP SHEATHING AND SALAVAGE MATERIAL FOR REUSE. EWi EXISTING WOOD WINDOW FRAME AND OR SASHNNLLKINS TO BE REHABILITATED OR WHERE MISSING OR BEVERLY DETERIORATED, REPLACED WI IN -KIND MATERIALS TO MATCH EXISTING WITH NEW PAW FINISH. PROVIDE NEW WINDOW GIAZINGAND SINGLE PANE INTERIOR STORM WINDOW UNITS EW2 EXISTING INTERIOR WOOD SLIDING DOOR AND TRACK/RtOLLEY HARDWARE TO BE REMOVED, SALVAGED AND REHABILITATED PRIOR TO BEING RE -INSTALL ON THE EXTERIOR OF THE BUILDING AND FIXED IN OPEN POSITION. PREPARE THE EXISTING OPENING FOR NEW ALUMINUM STOREFRONT GLAZING SYSTEM. ENO NEW THERMALLY BROKEN ALUMINUM STOREFRONT SYSTEM WITH DOUBLE INSULATED LOW-E GLAZING. FIELD VERIFY EXISTING OPENING PRIOR TO FABRICATION. EWm EXISTING WOOD DROPPED LAP SIDING TO REMAIN, BROKIENI MISSING DETERIORATED PIECES TO BE REPLACED W/ IN -KIND MATERIAL, PROFILE AND EXPOSURE, PAINT. PROVIDE OPTIONAL GRACE PERM -A -BARRIER FLUIDAPPUED MR AND VAPOR BARRIER TO INSIDE FACE OF EXTERIOR WOOD SIDING AND R-15 RATT INSULATION. VAPOR BARRIER AND INTERIOR GYPSUM BOARD FINISH WILL BE PROVIDED BY THE FUTURE TENENT FINISH. EWS 1X4 WOOD TRIM, REPLACE WITH IN -KIND MATERIAL OR REPAIR AS REQUIRED. PAINT EWB NEW PRE4IUNG EXTERIOR GRADE WOOD PANEL DOOR NTH HALF-LITE PW.OR STAIN FINISH BY OWNER. REFER TO DOOR ELEVATIONS FOR PANEL DESIGN. REFERENCE STRUCTURAL DRAWINGS FOR NEW HEADER TO BE INSTALLED IN DOOR OPENING. EWI NEW WOOD MB'FASCIA BOARD TO BE INSTALLED ON EMSTINGINEW EXPOSED RAFIERRRUSS TRAILS -PNT. F1 NEW CAST IN PLACE 4"THICK CONCRETE SLAB ON GRADE OVER 15 MIL. STEGO VAPOR BARRIER RI NEW ARCHITECTURAL HIGH -PROFILE ASHPHMX SHINGLE ROOF ON 30 I.S. ASPHALT IMPREGNATED BUILDING PAPER OVER 15W O.S.B. ROOF SHEATHING OVER EXISTING 1 " X S` SKIP SHEATHING OVER SUFFERED AND OR NEW US RAFTERS ® 24' O.C. OR OPTIONAL PREENGINEERED ROOF TRUSSES WITH US DOUGLAS FIR EXPOSED TRUSS TAILS TO MATCH EXISTING RAFTER TAILS. IF PRE-ENG. TRUSS OPTION IS SELECTED, PROVIDE NEW 1 " X S" WOOD ROOF DECK SKIP SHEATHING AT EXPOSED RAFTER AND RAKE AREAS AROUND THE ENTIRE PERIMETER OF THE BUILDING WITH 3N" O.S.B ROOF DECK SHEATHING ON THE BALANCE OF THE ROOF. PROVIDE 3'-0'VADE GRACE ICE& WATER SHIELD AT ALL EAVES. PROVIDER-22 BATTINSUTATIONAT RAFTERS AND R- BATT INSULATONAT COLLAR TIES OR PRE-ENG. TRUSS OPTION. REFERENCE THE STRUCTURAL DRAWINGS. RI 7 t pNENMWENE YFA9111®FROM OtnBCE Fpf£OF fRIIIMG Tn WFSIDE FILE OF PRIMING 2. AUCONSTRUCTIYIS M IN AGnXtl1VICEPATHTHERIRIWIF REONREMFNIS OF THE (FILL IN CME BEING MIMI. MECHW IM CODE AHl NRnawL FIE cTRc mDE AL G1PoiEM EnnwB. a CAMONS ARSII LRENEYTHETS OF mA FEIECTM EASTMai MONNIONSONSAND VERIFY.VLASVOT AC9ECT ANDN N BFnHHIHOCON$1RYAl10N NiJ NJnFVIRCHIIECT.WO0.NER REPIgBEMATM1I: W IRA' p3CREPNICIE4 <. ALL E%TERIOR AND IIMBOR MATEPIMB AND FRIEKES 31 W L BE AS OINhE ONn1E TORFRDCCIIMEMD,ORIHNEOOTNIFDBYn1E OATERSXw`ORACTUi FDR IIEMRHDTOETIAEO. aMEw3nw caranw3oFPlcrFoa MGSBGMWINOSA6 BAEEM d1 THE BEST AIO R TO IKCg1MTlp1 INO SI V11 EF vFp PIED 8Y TIE WItRILTGI PRIOR TAMMMMI CFAINGI IAYER OFUFAN,(AI➢®ORNVEL Gi CRUWED ROGI DEYGD W FlNE84W1BERILFOBBFAM 91AB. RUN A11MAL FROYED IFOM IN&YERRER IMTFHKIdgLµL FILL MATEMK LO BE Yfl10YFD B( 0.NIER RER • CIFIII FMIREARFA IFTERE3 W GONBigUCilpl, iQ NLIMi9UAL9 TO BF IN9TNlEp PER WVIIFALNIER3 ffiEGFIGTCIB UNFBS OREANIBE HO1FL. T FRWD 9URLONTRALTn1 TOFIIRNI9NINDIWTMLMINCCO Wµ1 CASIMO FORNDIIMIN2CFROEOIYMEM, EI XWFl.YNRFS. IMO RKIV nWLGBAMEFINAI E METUNMIFAT YND InE OTHEROTHERNBINHERE FINENIVUN . TOBEBEWN6Y FAsreFEn To iIE n nuxFn wuE aR cFJ wD. 2 FROMNO BUBCONnNCrnE TO FLAW W AND IWTALLAU_ RIE BLOCKING IN LO TIONS AS REWIRED BY T IE iNIERNATIGMI RE9EIFNNLCOmm. l'n ING 3I1BA0MRAA70R TO NRNBHAND INSTAL NL BLOCKING BEIAFENSNDB AT EOOESFM18 OF f XVWBAMINBMg fflOR STEW W . A ERAnINGSLer rRACTORrO NIRNN1Ax0INBrALaLxacaxq IroSTNG AD aO VJM1 AT 31EAR OVAL IgIPOONN lOG1pEA. TTMGFL FY Ewx Ewx 1441W ea za D T Mt FIE5f FLOOR FLAN - E bn%/ DEMO YI fu.. V..,.o I il FIESi FLOOE FLAN - N;W 1ml V Duv Mn 6 IWFROLNJGRTCR3- 00.^W.BAYRWND WM6iMR LOCAnn19 W 9RE DESCH A1ERpWWCE DFSIn1 mw"NGOMCTCs FCIFNr GFIMauspa mlEAMNGANG EMAFL mom BF1 _PINT L RI EOOF FLAN - Ex15nN6/ MMO QEOOF FLAN - NrW 5: i 33ELLisime BitKING HORSE ro,onmw.martmm.xn. w.ranun I LIl a E L m um Q Ln M LO Lo L� Packet Pg. 287 3.j ID1 REMOVE THE EXISTING ROOFING AND ASSOCIATED 8UBSTRAIOHT DOWN TO EXISTING SKIP IX ROOF SHEATHING TUMPREPAREFOR NEWOSS ROOFSHEATHNG IFNEWPREENG ROOF TRUSS ARE TO BE UTILIZED. REMOVE ENORE EXISTING ROOF INCLUDING EXISTING M RAFTERS, COLLAR TIES AND SKIP SHEATHING AND SALAVAGE MATERIAL FOR RELSE EW7 EXISTING WOOD WINDOW FRAME AND OR SABHMULLIONS TO BE REHABILRATED OR WHERE MISSING OR BEVERLY DETERIORATED, REPLACED" IN49ND MATERIALS TO MATCH EXISTING WRIT NEW PAINT FINISH . PROVIDE NPWWINDOWGLALNGARD SINGLE PANE INTERIOR STORM WINDOW UNITS I. EW2 EXISTING INTERIOR WOOD SLIDING DOOR AND TRACWTROLLEY HARDWARE TO BE REMOVED, SALVAGED ANDREIWILMATED PFUOR TO BEING REINSTALL ON THE EXTERIOR OF THE BUILDING AND FIXED IN OPEN POSITION. PREPARE THE EXISTNG OPENING FOR NEW ALUMINUM STOREFRONT GLAZING SYSTEM, NAG NEW THERMALLY BROKEN ALIIAINIUA STOREFRONT SYSTEMWITH DOUBLE INSULATED LOWE GLAZING, FELDVERIFYE%ISTMG OPENING PRIOR TO FABRICATION, EXISTING WOOD DROPPEDLAPSIDING TCFE NBROKEW MISSNGlDETERIORATED PIECESTO BE REPLACED WI INIOND MATERIAL, EWI PROFILEANDEXPOSURE,PAINT PROVIDE OPTIONAL GRACE PER -BARRIER FLUX) APPLIED AIR AND VAPOR BARRIER TO INSIDE FACE OF EXTERIOR WOOD SIDINGAND R-15 BATT INSULATION VAPOR BARRIERAND INTERIOR GYPSUM BOARD FINISH WILL BE PROVIDED BY THE FUTURE TENENT FINISH 1XX WOOD TRIM, REPLACE WHM IN D MATERIAL OR RMURAS REOUNEDPANT. EW6 EWB NEW PRE -HUNG EXTERIOR GRADE WOOD PANEL DOOR WITH HALF-LINE- PNTOR STAN FINISH BY OWNER REFE`-i Tii3 ELEVATIONS FOR PANEL DESIGN. REFERENCE STRUCTURAL DRAWINGS FOR NEW HEADER TO BE INSTALLED IN Iu R R • 0 • NNG. EWF NEW WOOD I7(N'FASCN BOARD TO BE INSTALLEDON EMSTINGTEW EXPOSED RAFTERRRUSS TRAILS -PNT F1 - NEW CAST IN PLACE A"THICK CONCRETE SLAB ON GRADE OVER 15 MIL. STEGO VAPOR BARRIER 1 NEW ARCHITECTURAL HIGH -PROFILE ASHPHALT SHINGLE ROOF ON SO LB. ASPHALT IMPREGNATED BUILDING PAPER OVER lMr 0.5.6. ROOF SHEATHING OVER EXISTING 1-X6' SIOP SHEATHING OVER SISTERED ARD OR NEW 2X8 RAFTERS ® 24 O.C. OR OPTIONAL PREENGINEERED ROOF TRUSSES WRH 2XG DOUGLAS FIR EXPOSED TRUSS TAILS TO MATCH EXISTING RAFTER TAILS. IF PREENG. TRUSS OPTION IS SELECTED, PROVIDE NEW 1-X6' WOOD ROOF DECK SKIP SHEATHING AT EXPOSED RAFTER AND RAKE AREAS AROUND THE ENTIRE PERIMETER OF THE BUILDING WITH W O.S.B. ROOF DECK SHEATHING ON THE BALANCE OF THE ROOF. PROVIDE 3W' WDE GRACE ICES WATER SHIELD ATALL EAVES. PROVIDE R-22 BATT INSULATION AT RAFTERS AND R30 HATT INSULATON AT COLLAR TIES OR PREENG. TRUSS OPTION. REFERENCE THE STRUCTURAL DRAWINGSRi OBUIMmNSeam 1 _ 36' =1'd L isROOFBFNUIG Fv iy 1W��' EMR9TfiD]R qIH EL 1 - EXISTING 1 PROPOSED n SADDLE SHOP -WEST EXISTING N" =1'-0" �GAGGLE _SHOP -NORTH EXISTING _ 1H"-1'-0" F PROPOSED 2 MSAbDLESHOP-EAST EXISTING 1W _ 1W, dl WTE DROP - WEST PROPOSED k W?LE1'iTSHOP-NORTH' PROPOSED Y/ 1N"= a QSADOLE SHOP -SOUTH EXISTING n SADDLE SHOP - SOUTH PROPOSED 1N-=ra' l lw'l' ' REMISIM© B(ZK1NG HORSE ....e.R.�m.RmR�R..,.R.R L O AH L t) K I I Cu I - > I Cu cn I im L (a LL 1 I N cn I d i I M I Lo Packet Pg. 288 3.j THE MnlOi Wi WTN aY-oe B R' •�\\ I•EATNxGwrNE aNMICEa ' `MaTER®OR fEW ZU RAf"IERe REF $iI1UCT EL 4 EYPdE01Y85NIP81EAMH13 WW1 F.,M'1q-FM ��t IINEOF RAFIm eEVOro P /. Eaw DNeil .VPIWLT9MgE9 q1 o•a ROs aNwTNNo •NG sRIF EATFIW MT 1PEA14M 01MEM IXIIMF X PNT M"NGRNTERTNS TT R•M DOW S•=T-0' ROOF BENUXG-FV 1m.z EL L EMS Cg91 WM INCNdt B]GKN LTRE 91FlILT GYP W GYFMIPETENWT i WBIyIIM2 COMMENTS 1M -SSIGf .1 Nfk FIWT gFAN UM PPFFYI WAVF i00.PFRCM Mdi [Mb TOWTCHENSTINGMEWNG 1FQ -P -11? IEV.'N9.90NGWPR]RIE 1NSM1E8B aEXRmwEro IMTUIORIPN4 EtlGF $CNG vuxr SCMPEYIDEVI®EV3c WIWI EwI NEWPNMRFLM RERI�NII RN410E1E W pNTNGSECIICINSTO IMTCN R13 WITINSIAATOx ENaIN Utt WAL FRµ W FXTISIMINEE V/iPw1 BMRER d. GYP BG BY RRME 1FNWT IS WGOD SIDWG DETAIL IMMMSEPM NIXG sI•M EM81M3 M0008YW OVFR FJOSIMGDt FRAMNG W EMM SPPGE W INIXIUNG GYP W BY fY111BE IFMNT n Jamb[Mal 3"-, FEE w Fd > T 1• NEWIMMIA, 9CAIl MT E. aND REIDVEAY µp ENSTNc ING pOM b exi A S >a >a EXT WD ALUM EXISTING WO PROPOSED SREFR INI FRAME SLIDING DOOR 9 DIMENSION) S DOOREW//per 1M"=,'-D" INSUL GLAZING ow m V 1d"=1'-0" rl JA ENBTING MMIOR NCOD WINE REGAWl1 WD TPoM u VATRIM MT ME FIN N L FIPBNNG W-aEPtANT I )] cpONINO 1YP W sXIM GW BDMEVOVAPCItBMRIER BYFN\•PF,ENWi BILKER Roo PND SENANr T16RMNLY BRw KW R1CNF£Rw1i W nOG.v BY9TEM W COM BEO 96NMT r_.� NBBo DBmI 3n NMPD STME ONTWN a i $Y$IEMW/ W G4 INSVL wAZIKKi INSUL IW PREFIX U% NU FLASHING WIHEM.EG EWEON.0 BELOF9ELLIlrt laT IWD IMJdMWISFAIAM CWCS OVER 13 MIL STEM VIP BARRIER, REF STRL'CT �• CMC STEM REF STRUCT iL�=raONeil N DOOR „a•,a NE'NNTI wNOM1 UTE MWTIN TOIMTCXORIC>•NL PNM IEW WXOwYPI/RV GNDNG I!W t-PNTE WA35 PN1E G BD IADV. YAPoERBY MLAE TEHVIf EASPN6NOCO LpN3 seuD UNPLOONNG PREFIXI DWP EOC£FLASHING 1EIV W WO TRIM PW LMI4NWl BLGCIONG PM E1RaTwwwxo wXX+RNI MSW3 EBYINR1FACl1AER FABTMi W) 81.I1)lN600w1 WWDOW JMISIIEAO DETAIL V S'= U ELLISIM® BIZKING HORSE Packet Pg, 289 3.j I. mWisbw.4rn eNl be m accwdnts uR4 Use Imunotdvl CuiMrg Code 12W9 saloom ant in armrdnrn wtb I sinplowill caw ryJnrms. 2. tlu contractor ahill cwG[ am rCnly an dimemnM uIni an ins run final N mKrtc purnm:t and shall rdneree an M turai Hare for bbvnts. de. b. dui 1. fwimamn deign a base on one goomow al "'nearing report pmpmd ier the woo w tsna Ggneer.y co, of wlMedr. edbmdoloan. project no. 1122023e), ON me rvdnnrodatnre ue1W[d In 00 rcpdrt Small be ounsee ee to le No a these slmluabae, pa gMeyseral argalear sold be ccRsRed to v * awl rmfturu One consistent wen its report pool 4a [ore4aclM. m m Manly uraoty - .sae pf Mad load . Iw 2.nirant sell l bad: col slew We - 30 fill: wM - I o0 morn (35); chi C. smmd deign category D. C. fwndamn apawlcamie 1.all final Nbsr on soi rrcNrM in acwdarce sun gectecho lnaps! UaN footings at ebrNdn to poll Mail w b4xml!oohing mumN am aprons al as mcommMee in geaeawl report. 2.IbefouMrton dovamn sol be observed bin the sectional "Mar of route. 3, 100muni walla b be modest a romance WIN no mrum WM in the gvtgnnNl Nmaterial u al an ads shin be an Imul gin app d m pose In aeeordma w!n eM rccommddatam in hie 9mmchiml rcpl e. mamma I. foundation comets, k - 3000 pi letsdAlon, ro - 3500pv gangs slab on grade; mmilnum d5-IH wcb of typc.a pwturtl camR prcWr yam: ar Wmvrd vlq 6%x Mar. 2. mwlbmrg so l: ly - 40 bra f60 gwsda). 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Mad needed. di54rq walla !o be fMatMe wtn }' Minn" $-dsn w/ gyNum wall Hard I-Nmmerm eM N Q%Roof Frarnlnl P{an wars monrq of existing building X to verily all desertions of Including Stablemg as needed emsAl bmWing Including any for rul is not by TD out -of -plane corners and notify Strucaral Engineering, Inc. TDSE and Archl of any detreparoes val dimensions as shown prof to placing concrete Ysww -rxle v x°e�� xaea N aLLe aryalx+Y+va nanmea N roux v1 Yi rwa•I ar /nMM dN 9MwI e^�a �. Me GTu dtlxa Juerb,euve Mue fit- ,n b Ye W>ve nY.e rwbdm.WMPwslyd brM11ltee 0.�,v.Ve rev Y•rNd. aMrae d W,e Nn.M,M naroxnmenv,e[veo-at xe wearr,ynew rduwem,v6.nrlWvnry•t rinavrrdeyx eey.b nlweentry rrynan L,Yrr•NVJ.mrlra aw yvilr vw�n rarmdlp atngaN6pm,q.rry duwrl,xnevbab. L 0 W all i Uu L^ EE W f+ ''f^+ VJ si E M Q fn M ui v i M L Packet Pig, 290 3.k NUKIN EAST SOUTH WEST w �s &GARAGE- NGRTN-IXISTWG O 'STAGE EAST-IXISTING SGARAGE- EXISTING 4 GARA -WEST-IXISTING _ 1µ" t'� 7M'=i'-0n�nin-rnurweu ©,GARAG EAST -PROPOSED T ' �SOWN •PROPOSED _ (e)_ A UE ST-PROPOSED KEYNOTES SCF N01! oESCRIPnoN VIEW-FROMSE L VIEW-FROMNW 'i O N 2 L O w :a d L (U x m H aD cv Cl) �a LE . m LL Q. N d 7 M �O Lo z O O U f� O _ ALU U N K w O y O1 Cu Z L fC O C L � C1 z r Packet Pg. 291 3.k ABBREVIATIONS A AF. F Waws MehodPom NIC. ANV. A4mftw RTS B0. m 01 NOR BM BBrdlmuL OA C.J. 04*01 Jot QG CMV Comb Nzeann/ IAM 00 CU condaerq VM ON CAB cdwd R- AN CERTL Ceronk Toll PT. CONT Cwlbluom PTL DF Dlble'q FoulRAb {TYRO. DBL DmON PM. DS, Down" RD DWG. DrmnpE RQ EC. ElowwronduE RTV. EF ErJmd Fm ROIi. E.J Eepa Idnknit NESIL EWC ENpli Wbr Coder KOO EA End RLCa E.PPT Epary Pont WO EG EOSTn(E) EmoI S.AI EXT. EtlWbr S.L. F.D. Fie Gram SD. F.E. 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P4V Rwl. elrew w RI OW& IIOa1w 101 qm FieWi m MOiELT REowpfe ApIERENLE TOTrE eEtllEiMr a TNEINIFNLaemaMapM fmI REMAaI/TAnp! Cf MHlwlL pllLplp3 pEINBIl1 TAl1IXIbCFANE0A9'IO WJ(E PJ9aRFACOAPATBt£1l9E iCRA RICPERTV 1MppN REPMR pL1ERAndr9 MOAOmTJ1R VMIF REBFIMIp MwE PLAnLN9 mi eFAMEH IINi Cm1VEY IIHMIHTORHJL LLLn.RIL ml MLMIECILgµ VNAIES DRAWING INDEX monarn R1.M RC6 A/ul wlorNo Elavanw6 a wAu e9lcnwe Dorn Aro Wnuoov BUEwiE tTvvEs, e1 RmamcnLNRWI•LFfN�YmE9 A R- LINGLE AR( 112w1t4FA9 WAY PMTC'4LM9 Fj inm OWNERPEPPESENI �rAa� `ORTCN' rnTcaw'. SMMML ENOIh CgpKl YENnni m ToarMuc9u Lwmeam Ira a E (13 LL CL Cn Cn M U) n L V F Q r U m El Packet Pg. 292 3.k Ensnl*lwwd4 TOREMVN n FlRST FLOOR PLAN -EXISTING I DEMO M.t AEt 1-0,� L i 1 %OJT %om P.i1 - ww �roJ .. o KEYNOTES KOTE DESCRIPTION All E WOOD WINDOW FRAMEANO OR SASH TO BE ILA A INHERE MISING OR BEVERLY DETERIORATED, REPLACED W/ INJINDMATERMLB TOMATCH(E), PAINT A4 EXISTING WOOD DROPPED LAP SIDING TO REMAIN, BROKEN MISSING I DETERIORATED PIECES TO BE REPLACED W/ IN -KIND MATERIAL., PROFILE AND EXPOSURE, PANT. PROVIDE OPTIONAL GRACE PERM -A -BARRIER FLUID APPLIED AIR AND VAPOR SARRIERTO INSIDE FACE OF EXTERIOR WOOD SIDING AND R-15 BATT INSULATION. VAPOR BARRIERAND INTERIOR GYPSUM BOARD FINISH WILL BE PROVIDED BY THE FUTURE TENENT FINISH. AS NEWARCHHECTURAL HIGH-PROFlLE ASHPIALTSHIINGLE ROOF ON W LB. ASPHALT IMPREGNATED BUILDING PAPER OVER I5l 'O.S.B. ROOF SHEATHING OVER EXISTING I"X6' SKIP SHEATHING OVER SISTERED ARDOR NEW 2X7 RAFTERS ® 2C' O.C. OR OPTIONAL PREENGINEERED ROOF TRUSSES WITH 2X6 DOUGLAS FIR EXPOSED TRUSS TARS TO MATCH EXISTING RAFTER TAILS. F PRE-ENG. TRUSS OPTION IS SELECTED, PROVIDE NEW I"X W WOOD ROOF DECK SKIP SHEATHING AT EXPOSED RAFTERAND RAKE AREAS AROUND THE ENTIRE PERIMETER OF THE BUILDING WITH 3M" O.S.B. ROOF DECK SHEATHING ON THE BALANCE OF THE ROOF, PROVIDE3'd"WIDE GRACE ICE&WATER SHIELD ATALL EAVES PROVIDER-22 BATT INSULATION AT RAFTERS AND 11416 BATT NSULATON AT COLLAR TIES. REFERENCE THE STRUCTURAL DRAWINGS. (E) EXPOSED RAFTER TAILS TO BE REHABILITATED OR REPLACED WITH IN40ND MATERIAL PANT AS A7 (E) CORRUGATED METAL ROOF TO BE REPLACED W/ NEW CORRUGATED METAL ROOF. (OPTION FOR ROOF) AB NEWALUM CIAO M. DIVIDED LIGHT OBI. GLAZED WNDOWTOSE PLACED IN NEWOPENNG. REPLACESIONOCUTFROMPREVIDUSOPENNG AS (E) DOOR AND HARDWARE TO BE REHABILITATED OR REPLACED W/ N40ND MATERIALS. PAINT A10 E OVERHEAD DOORS TO BE REMOVED AND REPLACED WITH THERMALLY BROKEN ALUMINUM STOREFRONT SYSTEM WITH CLEAR DOUBLE NSULATED LOW{ GLAZING IN ORIGINAL OPENINGS All ELECTRIC METERS- PAINT TO MATCH SIDING Al2 GAS METERS- PAINT TO HATCH SIDING A14 SPRAY -ON AN BARRIER APPUED TO INSIDE FACE OF EXISTING EXTERIOR WALL SIDING MILD STUD FRAMING WITH R-19 BATT INSULATION (R-I503Irr STUD WALLS) AND VAPOR BARRIER ON INSIDE FACE OF STUD, AIS REPOUR SLAB OVER REPAIRED FLOOR STRUCTURE AND VAPOR BARRIER OPTIONAL AIS 1X4 WOOD CORNER TRIM, REPLACE WITH NJONID MATERM OR REPAIR AS REQUIRED, PAW. A17 NEW GLASS PANEL OVERHEAD DOOR FIELD VERIFY EXISTING OPENING PRIOR TO FABRICATION. Dt REMOVE THE EXISTING ROOFING AND ASSOCIATED SUBSTRAIGHT DOM TO EXISTING SKIP IX ROOF SHEATHINGAND PREPARE FOR NEW O.S.B. ROOF SHEATHING IF NEW PRE-ENG. ROOF TRUSS ARE TO BE UTILIZED, REMOVE ENTIRE EXISTING ROOF INCLUDING EXISTING 2XB RAFTERS. COLLAR TIES AND SKIP SHEATHING AND SALAVAGE MATERIAL FOR REMISE L .�E �.�i� L.F1"�- t DIMFIISICNSMEME.SI DFROMOV1yOEFILEOF�TO OUTSIDE FACE O' VRHYNG REO RENEWS OF TIFEA�u mCbCE6ElNO DL Lf rCRNIcxLCCOE MD MT DVLL ELECTRIC COS. NILCUIREMEd11WS a. LGNrwcroa srvu IEnEwTHE oluvrNGa, nEln vuary uasnNo LCIIJ.TOIIL4VD VEaIVY N1ASPELTS OFTHS PROIECTfnICR Tp eEdnnmo conaTrzurnaN ANo urnFr MCNITEn Aro ownR+ RERIEAENnrNE arnvdsc�RMaEs E N1E%IEWdFp1DMTEMg TER4 MDNNMESSNNIMM QRAIN IT TORFLtD ANINOTSOR ASNEfA1MTF0EYnE wMER¢wnwcrW FDR HTE49 xvr oETaAm. a. THE ENsnNG CdIYnOW DERCTED W THESE DRA f MF BASED ON THE HEST AVNVHIE INWpIM1nW NO MALL SE VERIFIED IT THE Cd11MCTpt MINOR m CONSTRUCTION a. ME sTRuclvw duwlxoE FdH AApTIXYL INF W MAnw. 7..AMINIMUM OF A INCH AVER OF WEAK GRADED ONVEL M CRANED NXK DFKVD OF FaEB B W 1 BE FLK.Eo 9EREwM RIM. a.UEEpIYA N:MEWM9VE RWUAPIMTFAMLMFML NL fILLNATFAMLTO TO BE BELPROVEOBY CMJER REP a cMARExnREAREAAFFEc1EOEr WwmucnW tO.ALLIMIERWbTG G-.. __. __._ aFEcmunwsd4E8 PROJECT NOTES. T iRMTINp9LBCONlRP[iOR iD FVRNISM PND I VSTNINL WDCD VYIL &OfpNGF ANDRALNGCFill ED'JIM.ECO oca BAT �900U MIF. AND ES.EdN1ES /MMO� RLMATMSV EWE IN HITEMSMETOLEWUMLY FMTENEDTO TEE FIMSRED WP OR CEILING IRFPNNG IN LOCATIONS SRro NRMSN HE INEENA IO AL BIOGOHG N LOCATIONS M REWIRED BYT THE NIERIMTCYYL RESIDFNTIK CODEAW, FI FRIMNIENE ATED ESEroOFAA MoATHINLNLCTERIORG SFEAAF rNp9ATFl%iE SFAMBCi!xraNFwTNIx3on Ex1ERgR 91EM V4LL1.4 A FRAMNoaDBCdTHOAGVOR roHnNIEH MDInnNLNLaLooaEx;. omnNG AIU aLaclvm AT MEM vwL NCIDCOAN LaAnda rrNrx 1 ELLisime ftKING HORSE ALLE Packet Pg. 293 3.k r KT al n� r n�i-new �' Al (E) WOOD WINDOW FRAME AND OR SASH TO BE REHABILITATED OR WHERE MISSING OR SEVERLY DETERIORATED, REPLACED WI IMI(IND MATERIALS TO MATCH (E), PALM _ Ad EXISTING WOOD DROPPED LAP SIDING TO REMAN, BROI MISSING/ DETERIORATED PIECES TO BE REPLACED WI INJUND MATERIAL, PROFILE AND EXPOSURE, PAINT PROVIDEOPTIONALGFUCEPERMA-BARRIER FLUID APPLIED MR AND VAPOR BARRIER TO INSIDE FACE OF EXTERIOR MOD SIDING MDR 15 BATT INSULATION. VAPOR BARRIER AND INTERIOR GYPSUM BOARD FINISH WLL BE PROVIDED BY THE FUTURE TENENT FINISH, AS NEW ARCHITECTURAL HIGHFROFILE ASHPHALT SHINGLE ROOF ON 30 LB. ASPHALT IMPREGNATED BUILDING PAPER OVER 167 O.S.B. ROOF SHEATHING OVER EXISTING I"X6" SIOP SHEATHING OVER SISTERED AND OR NEW 2XB RAFTERS ® 34" 0 C.OR OPTIONAL PREENGINEERED ROOF TRUSSES WITH 2X6 DOUGLAS FIR EXPOSEDTRUSS TAILS TO MATCH EXISTING RAFTER TAILS. IF PREENG. TRUSS OPTION IS SELECTED, PROVIDE NEW 1"X S WOOD ROOF DECK SKIP SHEATHNG AT EXPOSED RAFTER AND RAKE MEAS MOUID THE ENTIRE PERIMETER OF THE BUILDING WITH 3/1" O.S.B. ROOF DECK SHEATH WG ON THE BALANCE OF THE ROOF. PROVIDE 3'-0 WIDE GRACE ICES WATER SHIELD AT ALL EAVES. PROVIDE R-22 BATT INSULATION AT RAFTERS AND R-S BATE NSLAATON AT COLLAR TES. REFERENCE THE STRUCTURAL DRAWINGS AS (E)EXPOSED RAFTER TAILS TO BE REHABILITATED OR REPLACED WITH INaGND MATERIAL, PAINT A7 (E) CORRUGATED METAL ROOF TO BE REPLACED WI NEW CORRUGATED METAL ROOF. OPTION FOR ROOF) AB NEWALUM CLAD WD, DIVIDED LIGHT DBL GLAZED WNDOWTOSE PLACED IN NEW OPENING. REPLACE SIDING CUT FROM PREVIOUS OPENING A9 (E) DOOR AND HARDWARE TO BE REHABILITATED OR REPLACED WI IN IU ND MATERIALS, PAINT AID (E) OVERHEAD DOORS TO BE REMOVED AND REPLACED WITH THERMALLY BROKEN ALUMINUM STOREFRONT SYSTEM WITH CLEAR DOUBLE INSULATED LOWE BLAZING IN ORIGINAL OPENINGS All ELECTRIC METERS- PAINT TO MATC H SIDING Al2 GAS METERS- PANT TO MATCH SIDING A14 SPRAY -ON AIR BARRIER APPLIED TO INSIDE FACE OF EXISTING EXTERIOR WALL SKIING AND STUD FRAMING WITH R-I9 BATT INSULATION (R-1S Q 3IM STUD WAILS) AND VAPOR BARRIER ON INSIDE FACE OF STUD. A1S REPOUR SLAB OVER REPAIRED FLOOR STRUCTURE AND VAPOR BARRIER (OPTIONAL) A18 'IM WOOD CORNER TRIM, REPLACE W N/OND MATERIAL OR REPAIR AS REQUIRED, PAW. A17 NEW GLASS PANEL OVERHEAD DOOR FIELD VERIFY EXISTING OPENING PRIOR TO FABRICATION. 01 REMOVE THE EXISTING ROOFING AND ASSOCIATED SUBSTRMGHT DOWN TO EXISTING SIDP IX ROOF SHEATHING AND PREPARE FOR NEW O.B.B. ROOF SHEATHING. IF NEWPRE-ENG ROOF TRUSS ARE TO BE UTLGED, REMOVE ENTIRE EXISTING ROOF INCLUDING EXISTING 7X6 RAFTERS, COLLAR TIES AND SKIP SHEATHING AND SALAVAGE MATERIAL FOR RE -USE. L )FAALLB� iriv Tfrtiir3'r� E niisIMO BttKING HORSE Cu Cn a E L LL CL Cn cn M U) c 0 oza �a ALLE Ira Li W 0) Cu L V Q AN r k o U 7 Cu n � Packet Pg. 294 3.k �l i w-01E-EAST ELEVATION - EXISTING alo4E msnw FNMI'MNCV/NIFDQV 5 GARAGE NORTH ELEVATION - EXISTING MWB EMSnlG OIOIIN06EM N':vI DVEPrFADm IMLL /7 GARAGESOUTHELEVATION-EXISTING IH^=ra. f0 sIIl■ Los 0 m� S GAMGE NORM ELEVATIONPROPOSED ,H'=,'41 AS wND 3 GARAGE VIESTEIEVATION-EXISTING yr=r-0 •NR Nfu RF➢IAfE M AS NFOEU. M iO1MTCX �I © 1 & 1, Ii —_— & _ 1 • I� 1 1 • I T ..0 Ph J.0 J.0 k-k ..0 4 1 1 PM 1 1* .- n GARAGE SOUTH ELEVATION-PRGPOSED Ll 1l4• = 1.� NPN LL\M TEN HRJ MM r ERSn1ARCLiRMEA4WY &s1ERf WJUOI R-IslN REF: SAICT ROY B mim ` FATIXGILL INYfNL FISMTTIIYAATM INFAf111O8sLn GNIY W "v ND ORA£O61 L011 (ryP SD sMA{S.IOIVI�P. FM IEYIPMM RAP 11 L SN IEPALE ROIlEHL1341RD FX ae vnlNlaw nEEw LglM nE-HIN iEPoNB _ 110 h RDaFSF/arw Fy IR P — FASTN39LL%AlE alljONGTIVDNAL SECTION BE SECTION KEYNDIIES NWcIXIF.RNM( XOM DESCRIPTION llPt lfl(.YPC1CMq ER91M3cWc. 11As — Al (E) WOOD WINDOW FRAME AND OR SASH TO BE REHABILITATED OR WHERE MIS SING OR SEVERLY DETEPoORIITED, REPLACED WI INNOND MATERIALS TO MATCH (ELNT PA AA EXISTING WOOD DROPPED LAP SIDING TO REMAIN, BROKENIMISSING1 DETERIORATED PIECESTO BE REPLACED W/INJONDMATERIAL, PROFILE AND EXPOSURE, PAINT. PROVIDE OPTIONAL GRACE PERMA-0ARRER FLUID APPLIED AIR AND VAPOR BARRIER TO INSIDE FACE OF EXTERIOR WOOD SIDING AND R-15 BATT INSULATION. VAPOR BARRIER AND INTERIOR GYPSUM BOARD FINISH WILL BE PROVIDED BYTHE FUTURE TENENT FINISH AS NEWARCHTTECTURAL HGH-PROFILE ASHPRALT SHINGLE ROOF ON W US ASPHALT IMPREGNATED BUILDING PAPER OVER ITJ.ITO.S.B. ROOF SHEATHING OVER EXISTING 1"XS" SKIP SHEATHING OVER SISTEREDAND OR NEW 2XB RAFTERS @ 2V GC. OR OPTIONAL PREENGINEERED ROOF TRUSSES WITH 2XS DOUGLAS FIR EXPOSED TRUSS TAILS TO MATCH EXISTING RAFTER TAILS. IF PRE-ENG. TRUSS OPTION IS SELECTED, PROVDE NEW 1" X B' WOOD ROOF PECK SKP SHEATHING AT EXPOSED RAFTER AND RAKE AREAS AROUND THE ENHRE PERMETER OF THE BUMING WITH W-O S.B. ROOF DECK SHEATHING ON THE BALANCE OF THE ROOF. PROVIDE 3-0'WIDE GRACE ICE& WATER SHIELDATALL EAVES. PROVIDER-22 BATT INSULATIONATRAFIERS AND R-M GATT INSUATONATCOUAN TIES. REFERENCETHESTRUCTURALDRAWNGS. AS (E)EXPOSED RAFTER TAILS TO BE REHANIUTATED OR REPLACED WITH INJ ND MATERIAL, PANT A7 (E) CORRUGATED METAL ROOF TO BE REPLACED W! NEW CORRUGATED METAL ROOF. (OPTION FOR ROOF) AS NEW ALUM CLAD WD. DIVIDED LIGHT DBL GLAZED WINDOW TO BE PLACED IN NEW OPENING. REPLACE SIDING CUT FROM PREVIOUS OPENING A9 (E) DOOR AND HARDWARE TO BE REHABILITATED OR REPLACED W W40ND MATERIALS. PANT AID (E) OVERHEAD DOORS TO BE REMOVED AND REPLACED WITH THERMALLY BROKEN ALUMINUM STOREFRONT SYSTEM VAIN CLEAN DOUBLE INSULATED LOW{ GLAZING IN ORIGINAL OPENINGS A71 ELECTRIC METERS- PAINT TO MATCH SDING Al2 GAS METERS- PAINT TO MATCH SIDING A14 SPRAY-0N AIR BARRIER APPLIED TO INSIDE FACE OF EXISTING EXTERIOR WALL SIDING AND STUD FRAMING WRIT R-10 GATT INSULATION (R-15 0 310 STUD WALLS) AND VAPOR BARRIER ON INSIDE FACE OF STUD. AIS REPOUR SLAB OVER REPAIRED FLOOR STRUCTURE AND VAPOR BARRIER (OPTIONAL A1S I U WOOD CORNER TRIM, REPLACE WITH W-DND MATERIAL OR REPAIR AS REQUIRED, PAINT. A17 NEWGLASS PANEL OVERHEAD DOOR FIELD VERIFY EXISTING OPENING PRIOR TO FABRICATION. DI REMOVE THE EXISTING ROOFING AND ASSOCIATED SUBSTRAIGHT DOWN TO EXISTING SKIP IX ROOF SHEATHING AND PREPARE FOR NEWO.S.B. ROOF SHEATHING. IF NEW PRE-ENG ROOF TRUSS ARE TO BE UTILIZED, REMOVE ENTIRE EXISTING ROOF INCLUDING EXISTING 2M RAFTERS, COLLAR TES AND SKIP SHEATHING AND SALAVAGE MATERIAL FOR RE4/SE. L i U •L Ea O It }I L W a) 4 (3ARIIGE WEST ELEVATION - PROPOSED U. X CIO .+F+F NEIYFYRI®Ae • Ey MFIFIO WTIFts : y F 1 Q1 KI W11MIOlIf FIIIYIc ` BMMMFfieW1Y. 1 �_ RS'11NItT am.n-PNr 1 i NiW 2V fdIM T£. 1 VF R9: Sf0.11LT-9\N 1 E ve&nATIM w*IEs � Q Ewsnlo&u RAre 1 IEv: 61E,EYFSDmf 1 E RFFTEp W1wcT L 1 _ RICO; EIJINiBFM&!,l LL Ey fl�P\R�P CL I I sl Cn f N I •• qq I M I � II I I_ Y O I _ ALLI \Y xffYw TfML PMPmmIcuWL � s FLfIM 16. QINC! it K1 EAEIMCLY<.&IB EBINO CUIC FIXIINP L R8:4IRIKT fF� _ FgHFRODRPUN RI16TfW1R PJN `\F \N-P � --1�1�11�� �IIIIHI i Iill�- III III w o ��I I I� 11=1 I1=1 I f� I— — I— F • •. 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TYP DETAIL AT STOREFRONT SILL S n FOUMOATIDN U S' • Td f u l- ffl� •IN n WOW SIDNG DETAIL lJ T'=T'-0 TMGM PF Em wTc oRIc3MV1mv w m PH EnanmwwD wPu RwexM V 9 L O && F 2 A e L I UM. PREFINISHED Q PREFSIISHED GLASS PANEL W DOORWRH OVERHEAD FULL LOE DOOR T T M. L �U x K FEE W 2 • WO. FRAME ALUM. FRAME • (� (1 D1H"OpTTM • =1'V Cl)�U ) FAED /111=TYWa 1I PIW11W Imm MOP BXFATW1p PM /1 RANI DETAIL ]OSTNO F%1Elaa1 NNpBOW] M MINOVMaI WtlIFA IY MLIElEMV1F xuMxwD TIIM IN YO TbY,IM N FA/YM.119 S OVERHEAD DOOR HEADER 3' • 1'-0' BFLLISIM© BtZKING a O }I L➢ }I Allf L n L a x O w Yr R a) E HORSE r J -a Packet Pg. 296 3.k J. gereml I. At wrctNNw Sofa be m aeeorGaTS WM we INervtUnal BYtli..3 CNe DOC i NgI yN n afCOManee wRN a amixible osro "Jatom, 2. the fMtractar Stoll tlect aro Kitty all earcrtfnro moan on lam plan pnor to marionette pbeeme.R aft SNIT ommere arcMectural FII for bbcaouts. etc. In . Ill* n. 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StainMU Stool IN Fated Writ' SMLCM. Saga CourN lmisonryl Fw. Inner M Slow FIR, Poor T.P. Tdkt Paper Dli wluar FTG. laotlng TEMP. Tampered Ulaul GRLV. Go"Wel T.O. Topw GYP.co. GYplum Wal[opi M. Typical w Handicapped U.N.O. Unions Noted ODlawW II Holder Cwelwood) VCT. VkrylCompwNlon TN HDR. Header V. Vint NM. Hollow Meml VFRF. vertical HORR. Monomial VT.R. Vent TBm Food I.O. wide Diameter Vwc Voyl Wellraering lids R Iruulated Stwl W/ WHIN IM. Interior W/o WIMOM M.O. MasonryOpening W0. Wood MAVI ManuM1cturor MR. mmi BELLISI MO INCORPORATED FORT COLLINS, COLORADO PERMIT SET MARCH 25, 2015 ELLISIMO FHPTD-END REAL WATE DEVO-OPMEM y INVESTMON1 ARCHITECTURAL SYMBOLS DESIGN/BUILD NOTES VICINITY MAP Prapor[y cane — „ tWrygarWmwdstlyAYEam. ExbtlNDmntour 10 .tl.dad.Vamwwbr neWmsperd yw owner a we WWI Elevation .asivrmnmac.eoewuabpgro „new fMmd Uol mwnm rm perdmbe 4 :. Menerwy a..a rw te a.bwem ys. Fa..m.m/btB.a - e rwa.dxmawmr.e}dmwpe.dym.v..re w. rwr�emio wan loaf Santarv5awer ss 0.dl u��dwmlRBc ki�q.M.n rorEry w..emec In tenon maevnP e�Ir Water Una •r Iffi6 Gal line —�.— — 1DCMy AmmelW Nauy14l1yOw BwbinBSextlen ed'°ed.wl°nt'cmnuk'dmwwd . $brm Drain �C� r4wwlmnwmla Pwtivsd W]0„NEC. MNet water lq min. arw,. u. wrwnwkmncn am a Datum ® el0rw dwrm y.er myd 1 SUEarObub.erlrY lalbn! V reumwarn spM Eleva[bn �— Wall Lctbn adMYa✓✓Nlmnpl rd' vim en Flom.wwary mien e.gaum b.ra arwlr B ryyeded.mmm muFm inter ma.. _ __.., Ypa WInGwT �ueeMwr6o11 Dnwln[TNIa � eIPY na.mnp.alidm^p� aPd�y� Grid Una BUILDING DATA Drown Humber j�^E `__ SBnI NumMr '�' Solid From Name--itOdA NMAf Aix lee ciao. ww.ae.a Room Number NRlmrvbndyC W12IMardwar Dwq Cw.rrRm ecb W.ITM/E a �.a N 1�MN C06rNn.npOwa MATERIALS ="I�F r��a M12 uvviubr FNMep CeL AY NWoi E4Nk C06 Mt]noiuYnY Fr. Coy O ® Tw d fnm.vam Tye i0. IbapMned Dlmrembnal Wocd Small GYWPnB4td BAD Insulation Rama MOM leivtl M.. 4159.F ICI OO FrOrueaa ha dOmairr FROM Wood B4cNng DOW In piano DOME Rkld lwrhtion Prpaftmcrwto Tm rti—en el l-_'w 1FMp9vy NoMM go BBP0106 Finish Wood ConaMaMasonry Earq Granter Fill ewers 415 S F 0,wed• to 0apy Plywood Brick Store B(t KING HORSE DRAWING INDEX Al RMRRAWEIEVeTptB Mt BDIDI„G Il�9 W.YL SECIIIXS-NEYICVSLY MPRGVE➢fLl£MO9�LL PERNT OYW165. 7110,14 OWRER RD'R WR REFFAFN� arar aevM 9D W iODG SFRUMAUU. pleffAM 160 rocn ® smrcl 14 Watake / SbF CIXGLPIM! / /j=II CODE PLM V@ Na.n wNlDrM. uM Al iL cu W I� L '(u v 1 Q r ^fir W E i V M f. }F Packet Pg. 298 3.k r e • L ♦.R Vf •-I,Q e'-wtW P•P I-Il'1' LI `\\ Pi I I I \ I b \ I b F I P3 oI b I I I I I r-.• s-e I I I I I I -- // fF] I ,PwxcR / LSRa own I Cgr1Wi1C11�1 NJ,., P Y. I I II A I oI 11 za yr b 1i.:1m-v,rr I I n tP I I I Py 1 1 PMIIN. M. 1 I �b• ,'.P ••-71R 1P 6GW] urw PP I I PR3. I I I I I I r-e12 sLgP,WGPr,prrr I I I ti I Cl b I I I I I I I I I I I _________ _Pl P f-P w n FIRST FLOOR PLAN - NEW ec11e ,rr. ra FIT N s 3D View 1 AL1 Pre u IL T D RIBlXAl10N L W L U x m H Z U) N `LL r Z z LL = Cu FEW N z c_a E a v (a cc LIN d 7 = N N W M w g ,f P I I I a, xo. mrav r IIIM mm WLTIHV4111Y roww I wwn w 91.15. cmw vnrr„o+tlrr I b UP g ,m-P 1 STA 1 1L.1L VP. B(ZKING H c O �1 Cu VI Cu L 'M CDV 3 T rO N wnNONM }^1 RPST ^Y, W ORSE ODELLISIMO o � ...uu,[neruorl.un svrvp+.P.�T Packet Pg. 299 3.k — D1 L n Mimi EAST ELEVATION -EXISTING S GARAGE NORTH ELEVATION -EXISTING R'fl`aI� �I _ � mm1Im B GARAGE NORTH ELEVATIONPROPOSED IN• • ra W R 1rn RE% I A rETrFD. tt TO"M S GMAGEWEBT ELEVATION -EXISTING w. ra �ON'MSECTIION�.�—SE E— GTIQN 1/fG7NAL 1M=1a KEYNOTES rfW CCI1L.6VA GA7 NOTE DESCNPTION IIRc Wr1 mrn. TOPHNo FAf11NOCOn. BN - E ono 0mxi FDoi.AsaRaM10N - Al (E) WOW WINDOW FRAME AND OR SASH TO BE REHABILITATED OR INHERE MISSING OR SEVERLY DETERIORATED, REPLACED MM INJWDIMTERALS TO MATCH (E), PAINT M EXISTING WOOD DROPPED TAP SIDING TO REMAIN, BROIEW MISSING DETERIORATED PIECES TO BE REPLACED W/INJ@1D MATERIAL, PROFILE MOEXPOSURE, PANT PROVIDE OPTIONAL GRACE PERMAEPTINER FLUID APPLIED ARRMD VAPOR BARKER TO INSIDE FACE OF EXTERIOR W000 SIDING AND R-15 GATT INSULATION. VAPOR BARRIER AND INFERIOR GYPSUM BOARD FINISH WILL BE PROVIDED BY THE FUTURE TENENT FINISH. AS WLB OVER S' SKIP pi SHEATHING S SE ECTED, SISTERED PROVIDE HALT IMPREGNATED BUILDING PAPER SS T I S TO MATCH EXISTING NEW 2X8 RAFTERSOPTIONS SELECTED, PROVIDE Q 24" D.C. O OP MHPHMT SHINGLE ROOF D R ON TRUSSES TING RAFTER TAR EXISTING 1"X . MUSSOPTION FIRHE EXPOSED TRUSS TAILS TO MATCH EXISTING RAFTER TAILS. IF PRE-ENA SHEATHING ROOF TRUSSES WITH EAS DW MOUND NEW V X RAFTERS ®N' O.C. S OPTIONAL INGAT EXPOSED ENTIRE D 11418EROF THELATON T WITH 3M"O.S.B.ROOF DECK SHEATHINGRTHE BALANCE OF THE ROOF. NEW 1"XBWOOD ROOF DECK SKIPMRSH INGATEXP08EDRAPIERDE RAKE AREAS MOUND AT PROVDE 3a•WIOE GRACE UEa WATER SHIELD AT ALL EAVES. PRWIOE R-22 BATTINSULATON AT RAFTERS MDR3B GATT INSUTATON AT COLLAR TIER. REFERENCE MESTRUCTURALDMWINGS. AS E) EXPOSED RAFTER TALS TO BE REHABILITATED OR REPLACED WITH IN -KIND MATERIAL, PAINT AT (E) CORRUGATED METAL ROOF TO BE REPLACED M NEW CORRUGATED METAL ROOF.(MMON FOR ROOF) AS NEWALUM CUD WD. DMOED LIGHT DEL GLAZED WINDOW TO BE PLACED N NEW OPENING REPLACE SIDING CUT FROM PREVIOUS OPENING AB (E) DOOR AND HARDWARE TO BE REHABILITATED OR REPLACED WI IN -KIND MATERIALS,PANT AID (E) OVERHEAD DOORS TO BE REMOVED AND REPLACED WITH THERMALLY BROKEN ALUMINUM STOREFRONT SYSTEM WITH CLEAR DOUBLE INSULATED LCWE GLADNG IN ORIGINAL OPENINGS A11 ELECTRIC METERS- PAINT TO MATCH SIDING Al2 GASMETERS- PANTTO MATCH SUING AA SPRAY-0N AIR BARRIER APPLIED TO INSDE FACE OF EXISTING EXTERIOR WALL SIDING AND STAID FRAMING WITH R-19 BATT INSULATION (R-15 0 31/^ STUD WALLS) AND VAPOR BARRIER ON INSIDE FACE OF STUD. A15 REPOUR SUB OVER REPAIRED FLOOR STRUCTURE AND VAPOR BARRIER (OPFONAL) A16 ON WOOD CORNER TRIM. REPLACE WITH N-KIND AATEP AL OR REPAIR AS REWIRED, PAINT. A17 NEWGUSSPMIELOVERHEADDOOR. FIELD VERIFY EXISTING OPENING PRIOR TO FABRICATION. D+ REMOVE THE EXISTING ROOFING AND ASSOCIATED SU BSTRAIGHT DOWN TO EXISTING SKIP IX ROOF SHEATHING AND PREPARE FOR NEW U.S.B ROOF SHEATHING. IF NEW PRE-FNG. ROOF TRUSS ME TO BE UTILIZED. REMOVE ENTIRE EXISTING ROOF INCLUDING EXISTING 2X6 RAFTERS, COLLAR TIES AND SKIP SHEATHNG AND SAAVAGE MATERIAL FOR REaSE. 1 TYPWALL SECTION r=r GARAGE VYEST ELEVATION -PROPOSED +Af =1 •a• NEW Y9161FDm MFIEMVIMMY YIfIL V r R L un O R �+ N L W ` L II X N Mr AF M • 1 A1, W • \V EA 411NG RP^F fR/MNG ` R®NR.V NEfIBMRI, r _ R$:liMni I CIO NEW mOCLLM,E. N TIFF: 61NUCf-eiN oosnNO •u.rure E Nev •sreanm ' pMIEN R6 SiRJR Cu RCOFW glk RDDFM m . LL - CL Cn I ' ICn I V/ <h (o (D u) C o - m ALL (Q NflV9MTCVRW CIO fgAm TO RE1FYEL � ^, 6 FLD]R REF HITICT 1PV�1 FRSTW6Cgn 9lAB VI /-Ev^.nNO CANC FOOnw / R6: STRICT L WALL SEGMN�OVERHEAD DOOR r-r� FLLrsuv[o BWM*N G HORSE V 1 R Q N � W CaR 3 Y Q Packet Pg. 300 3.1 NORTH EAST SOUTH WEST CHI iyOOP-NORTH-EXISTING 11 CHICNENCOOP- EAST -EXISTING 93 CH OP -SOUTH EXISTING 04 CHICHENN COOP-WEST-EMSTiN Iff V ' nl:uuur •nuHln •rnorosEo iHICAfEN COOP-EAST-PROPOSED J TT �CffIOOP-SOUTH•PROPOSED S CHICKEN COOP -WEST -PROPOSED VS-=1'-0^ W VIEW-FROMSE L KEYNOTES NOTE DESCRIPTION 1 (E) WD. FRAME WINDOW TO BE REHABLMATED OR REPLACED WI IN -KIND MATERI S TO MATCH M), PAINT AO (E) DROP SIDING AND WINDOW TRIM TO REMAIN. BROKEWMISSING PIECES TO BE REPLACED W/IN-KIND MATERIAL, PANT AB (E) DOOR AND HARDWARE TO BE REHABILITATED OR REPLACED WIINXINOMATERIALS PAINT A13 (E) EXPOSED RAPIER TAILS TO BE REHABILITATED OR REPLACED WITH N-KMD MATERLLL, PAINT AZI _ _ (E1 CORRUGATED METAL ROOF TO BE REPLACED WI NEW CORRLGATED METAL ROOF G VEW-FROMMW ,y Q LE • L um /` CL m N LID M C O z = _O F U 7 Q z, O O ALLE U U O N L- h2v Y F F z T U 1 r T Cl R Y ++ a Packet Pg. 301 3.1 BELLISIMO INCORPORATED FORT COLLINS, COLORADO CHICKEN COOP REHABILITATION CONSTRUCTION DOCUMENTS, MAY 21, 2014 ABBREVIATIONS ARCHITECTURAL SYMBOLS VICINITY MAP BUILDING DATA ® AT (N( New RapatUN CODE ANALYSIS AF.F. Abort Fir Flm RI.a NA In Canbad Emig Carew ---.10--- - ARU. ANW411IN Und RTS. woswe .. WON EII _ t revsmwal. ae emamn n.n.. Fam-zox lnc I1m. nm lolr) BA Bdbn❑ NOR N0 iiA New Cerena ) NB B.N. Bmdea OA O1erld Qd -4 .T. „a,a Nz,1 m.o Fein cxa..cwc lloiapwzrs EaearaEl SlbaA _________ f ONlr. 4F.a0 , uC MG)MM Gd Ogel Jaim OLD. 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EIKI*W C REEIL Psiidksrk9a9ae1 OrnAdl9 TIk O 7 ® r.uron� sxa nllr>-ems lens mllws �w..,eer.eww oleu� E.W.C. EaddaWfa Cmhr REOD MIN 1 (bd lda n.ns eozl o0x E.m rg Fre...01mr Ora, EA Eatll RLG RnPmS Oravdr9 NanEa Fwem wnu-a.aa x.n.I...naIDA smwra Fr.n.:0ewr E.P.PT. EpaV PM WA %us Ike MI)0e ee F..v xmr..eaw.r EQ EgtW RN. Reiwwad Seat Nlvlber arla.e...e mwnap. nan.0 mL. DIISWE) Eift SAVIL Suspads Awll Tile Sa6 msaw 0Twn na)w 101 F�rmv rv. EXT. Ex*tr SC. SoMC r (wood) cmamnn F.O. R"Drmn SD. S0a4 Dlp F Fbmn Nare dvawwa eaaoe xwa<-1.ble F.E. Fee EmguuM SS Shkkan Shel RwnN=tw--..�� oA.n 3rp;2 a omOaR ae.Aasm Awe F.V. FWVey SAILORS. Slkrtause(r w4 FIN, 1pa FFrO Fha T.P.: TaPaOiyuai MATERIALS 10o11wre cwwamon ryue Ten. seaarwwna.r tWMAD Akw' Brtane ltiPM1 l.bM FTG. Fodn TEMP. Tarp mdrpaq Gk.V. (bbked T0. TOP 01 t � Mam. no. a..�>.0a yn0.rr wu.r ea. aaM GFP.BD. QMM Weimd TTP. Ty" ® ® O NC HKdb*pad U.N.O. Udue NOW Odanhe v.ea-unwe.laaw, RC. H*w Cme(Nbod) UT. VUBowvo MTk Dlvle aWWwd rSW I gRum Baud BWIImiIEm wm.lew 11)Fu2i50 FIR Huliff V. ved HM FVENT. hb Mll VMNJ IL 'I ® or..w+ra.¢Ww msw�ewrw.wwncaarm=sa I• HORbIZ Ikm VTR V"Thu R01 Wxd!RxAN Cain Fla One FWd tmhdon Pm�Canask we)wo� a nma. I.D. Iuft Oiarlekr V.WC. VhA INI ftcT IE RU ADNEnENCE TO TxE SECRETAI of rrrt wrEnaas STAawrue FM x&VYIITATIox IN.SSTL Irsiddidbdl WT w1h I 17xlSN)RICW11W 6. nEXARITArIL 13e NWA570a4EPOa ACO ATETFueEF A IM. bbb Wr9 WWI Flush Wmtl Ca aalmm Eat D Fd n armor rwrA�is Ix sroPo mAT�iv an�woiaEC PIOFSFnrwoTwsE FortnaNO ox MQ II enhd WD. Wd m Ma MMOWOpn MIL mom RryaOd Bdl Skre DRAWING INDEX ON']11[4TlRRL ..11 flll[RII CO]V. R1Iai W.M1£1FVAMW Ax1 n 6REFFCIEOCEx1MRAN AAI WU QF VAM M.1 wlW NXIIa .V] WCII 601FDIAE&T s z z I A: LER - -IN Tosn Faai ej Q 0 0 a Q) u TOM U F �r E i CIO a Packet Pg. 302 3.1 KEYNOTES NOTE I DESCRIPTION REMOVE EXISTING CHICKEN VINE AND ANY DAMAGED PART OF FRAME. WOOD WINDOW FRAME AND OR SASH TO BE Al REHABILITATED OR WHERE MISSING OR BEVERLY DETERIORATED, REPLACED Wl IN40ND MATERIALS OR NEW WINDOW TO MATCH (E), PANT (E) WOOD DROPPED LAP SIDING AND WINDOW TRIM TO REMAIN, BROIEW MISSING I DETERIORATED PIECES TO BE AI REPLACED W/ INMEND MATERIAL, PRIME +2 COAT PAINT AS (E) DOOR AND HARDWARE TO BE REHABILITATED OR REPLACED VW INEKIND MATERIALS, PAINT EXIST. 2X9 ROUGHSAWN WO.RAFTER TALS. PREP FOR NEW PAINT FINISH CONSOLODATE Wl EPDXY AS REOD ® DRY A13 ROT CONDITIONS REF: STRUCT A14 ELECTRIC METERS- PANT TO MATCH SIDING A15 GAS METERS- PAINT TO MATCH SIDING A1S EXISTING 1M WOOD TRIM, REPLACE BEVERLY DETERIORATED AREAS WITH INMOND MATERIAL OR REPAIR AS REQUIRED. PROVIDE PRIMER AND 2�00111T PAINT FINISH. C1 REMOVE THE EXISTING WOODEN PLANKS FROM CEILING INTERIOR FILL NEW 2XB RAFTER CAVITY WITH R-19 BATT INSULATION AND MIN V VENTILATION SPACE. REPAIR AND RE -INSTALL WOODEN PLANES TO INTERIOR OF CEILING AS FINISH WTERML PRIMER AND 2 COATS PAINT TO FINISH. C2 SW GYPSUM BOARD ON EXISTINGMEW ROOF TRUSS FRMDHGWTM PRIMER LIGHTKNOCKDOWNTEXTUREAN132 COATS OF PAINT. PROVIDE MOISTURE RESISTANT GYP. BD. AT ALL RESTROOM LOCATIONS. D1 REMOVE THE EXISTING CORRUGATED METAL ROOFING DOWN TO THIS EXISTING WOOD SKIP I ROOF SHEATHING. REPLACE DETERIORATED 1X SKIP SHEATHING MEMBERS WITH ROUGH SAWN DOUG FIR 1X PLANKS TO MATCH WIDTH OF THE EXSTNG MEMBERS. PREPARE SURFACE FOR NEW O.S.B. SHEATHING. NEW CAST IN PLACE 4" THICK CONCRETE SLOB OVER 15 MIL STEGO VAPOR WRIER OVER 4"WASHED GRAVEL OVER F1 COMPACTED SUBGRADE. SEAL CONCRETE, WITH OPTIONAL TILE FINISH OR EPDXY COAT N RESTROOM ONLY N2 POST FORM COUNTERTOP OVER 2 LAYERS OF 3W' PARTICAL BOARD WITH V BACKSPLASH AND WATERFALL EDGE, UNLESS NOTED OTHERWISE N4 FRA ElES8 MIRROR _ VITREOUS SINK RE: PLLIMB. N7 R1 NEW 7tr GALVANIZED CORRUGATED METAL ROOFING PAfELS WITH EXPOSED, GASIFIED SCREW ANCHORS ON 30 LB. ASPHALT IMPREGNATED BUILDING PAPER OVER NEW ISW O S.B. SHEATHING INSTALLED DIRECTLY TO THE EXISTING I-X 6' SKIP SHEATHING OVER SISTERED AND OR EXISTING WOOD RAFTERS. PROVIDE V-T WIDE GRACE ICE S WATER SHIELD ATALL EAVE CONDITIONS. REFERENCE THE STRUCTURAL DRAWINGS . OPTION TO FINISH ROOF WITH ASPHALT SHINGLES INSTEAD OF CORRUGATED METAL PRE -FIN GALV.METAL HALF -ROUND GUTTER WITH PRE -FIN ROUND G%ILV.METALDOWNSPOUT. R2 W1 SNIT GYPSUM BOARD ON BOTH SIDES OF 2t4 WALL FRAMING ®18"O.C. WITH ZtI SOUND BATT INSULATION. ALL BATHROOM, JANITOR CLOSETS TO RECEIVE MOISTURE RESISTANT GYPSUM BOARD. W2 SIB" GYPSUM BOARD ON BOTH SIDES OF 2L WALL FRAMING ®16'O.C. WITH 5-t2" SOUND BATT INSULATION. ALL BATHROOM, JANITOR CLOSETS TO RECEIVE MOISTURE RESISTANT GYPSUM BOARD. PROVIDE 7/1T OSB SHEATHING FOR SHEAR AS REOD BY STRUCTURAL DRAWINGS AND AS NOTED ON PLAN. 114" SMOOTH CEMENT FIBER PANEL ON BOTH SIDES (AND TOP WHERE APPLICABLE) OF 2X4 WALL FRAMING(016. O.C. WJ TYPICAL TOP OF WALL AT 24"AFF, PLANT. W4 EXISTING INTERIOR WOOD'SIDNG TO BE REPAIRED AND RE -INSTALLED AS INTERIOR FINISH OVER VAPOR BARRIER OVER NEW R-19 BATT INSULATION, AND SPRAY -ON AIR BARRIER STAIN TO MATCH EXISTING AND SEAL OR PAINT. IW SMOOTH CEMENT FIBER PANEL ONE SIDE OF VA FRAMING OVER NEW R-19 BATT INSULATION, VAPOR BARRIER WS ON RESTROOM SIDE, OVER CEMENT FIBER BACKER BOARD OVER TILE FINISH IN RESTROOM (TO 46• AF.F). 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BROKEN/ MISSING /OETERIORATED PIECES TO BE A4 REPLACED W/ IhE KIND MATERIAL, PRIME F 2 COAT PANT M (E)DOOR AND HARDWARE TO BE REHABILITATED OR REPLACED W INXIND MATERIALS, PANT A13 EXIST. 2XS ROUGHSAWN WO.RAFTER TALS, PREP FOR NEW PAINT FNISH CONSOLODIITE WF EPDXY AS REOn B DRY ROTCONDMONS REF: STRUCT A14 ELECTRIC METERS- PAINT TO MATCH SIDING A1S GAS METERS- PAINTTO MATCH BEING A1S EXISTING IX4 WOOD TRIM, REPLACE BEVERLY DETERIORATED AREAS WITH IN -KIND MATERIAL OR REPAIR AS REWIRED. PROVIDE PRIMER AND 2-COAT PANT FINISH. Cl REMOVE THE EXISTING WOODEN PLANKS FROM CEILING INTERIOR. FILL NEW Z0 RAFTER CAVITY WITH R-19 BATT INSULATION AND MIN V VENTILATION SPACE. REPAIR AND REINSTALL WOODEN PLANKS TO INTERIOR OF CEILING AS FINISH MATERIAL. PRIMER AND 2 COATS PAINT TO FINISH. WG'YPSUMBOARD ON EXISTINGNEW ROOF TRUSS FRAMING MATH PRIMER, LIGHT KNOCKDOWN TEXTURE AND 5 COATS OF PAINT. PROVIDE MOISTURE RESISTANTGYP. BO. AT ALL RESTROOM LOCATIONS. REMOVE THE EXISTING CORRUGATED METAL ROOFING DOWN TO THIS EXISTING WOOD SKIP IX ROOF SHEATHING. 01 REPLACE DETERIORATED 1X SKIP SHEATHING MEMBERS WITH ROUGH SAWN DOUG FIR 1%PLANKS TO MATCH WIDTH OF THE EXSRNG MEMBERS. PREPARE SURFACE FOR NEW O.S.S. SHEATHING. NEW CAST N PLACE 4"THICK CONCRETE SLAB OVER 15 MIL STEGO VAPOR BARRIER OVER 4"WASHED GRAVEL OVER F1 COMPACTED SUBGRADE SEAL CONCRETE, WITH OPTIONAL TILE FINISH OR EPDXY COAT IN RESTROOM ONLY. H2 POST FORM COUNTERTOP OVER 2 LAYERS OF 39" PARTICA BOARD WITH 4" BACKSPLASH AND WATERFALL EDGrE, UNIEBB NOTED OTHERWISE N4 FRAMELESS MIRROR HE TOILET, RE: PLUMB. N7 VITREOUS SINK RE: RUMS. R1 NEW 7AT' GALVANIZED CORRUGATED METAL ROOFING PANELS WITH EXPOSED, GASKETED SCREW ANCHORS ON 30 U. ASPHALT IMPREGNATED BUILDING PAPER OVER NEW I5W O.S.B. SHEATHING INSTALLED DIRECTLY TO THE EXISTING VX 6 SKIP SHEATHING OVER SISTERED AND OR EXISTING WOOD RAFTERS. PROVIDE T-T WIDE GRACE ICE & WATER SHIELD ATALL EAVE CONDITIONS. REFERENCE THE STRUCTURAL DRAWINGS. OPTION TO FINISH ROOF WITH ASPHALT SHINGLES INSTEAD OF CORRUGATED METAL. R2 PRE -FIN GALV. METAL HALF -ROUND GUTTER WITH PRE -FIN ROUND GALV. METAL DOWNSPOUT. WI SW GYPSUM BOARD ON BOTH SIDES OF 20 WALL FRAMING ®1W D.C. WITH 3-12" SOUND BATE INSULATION. ALL BATHROOM, JANITOR CLOSETS TO RECEIVE MOISTURE RESISTANT GYPSUM BOARD. _ _ W2 5H" GYPSUM BOARD ON BOTH SIDES OF 24 WALL FRAMING Q IW O.C. WITH b112' SOUND BAIT INSULATON. ALL BATHROOM, JANITOR CLOSETS TO RECEIVE MOISTURE RESISTATEGYPSUM BOARD. PROVIDE 7116" OSB SHEATHING FOR SHEAR AS READ BY STRUCTURAL DRAWINGS AND AS NOTED ON PLAN. V0 1/4" SMOOTH CEMENT FIBER PANEL ON BOTH SIDES (AND TOP WHERE APPLICABLE) OF 2XA WALL FRAMING @l6' O.C. TYPICAL TOP OF WALL AT M'AFF, PAINT. M EXISTING INTERIOR WOOD 'SIDING TO BE REPAIRED AND RE4NSTALLED AS NEMOR FINISH OVER VAPOR BARRIER OVER NEW R-19 BATT INSULATION, AND SPRAY4N AIR BARRIER STAIN TO MATCH EXISTING AND SEAL OR PAINT. Vb 1/4" SMOOTH CEMENT FIBER PANEL ONE SIDE OF ZX6 FRAMING OVER NEW R-19 BATT INSULATION, VAPOR BARRIER ON RESTROOM SIDE, OVER CEMENT FIBER BACKER BOARD OVER TILE FINISH IN RESTROOM (TO 4V AF.F). FIRST FLOOR REFLECTED CEILING - 3 MTING1'ADEMO 174- {T -I 1 IIJ7FRANIEW W 1'Q L f1 � r•► n-il I �a•IIQ �. � 1 p O O orf V V 1I- ,e lA•[ Uw fr fh I C r W_X a C• Q._KI O �. - F p Si ry 14 �1 �" _. •- - - -�_ �� �_ ;--- #�-'fir_._=�_.- . FIRST FLOOR REFLECTED CEILING - J NEW -- „RELLisime BIKING HORSE TOM e r YIIra 'L a Packet Pg. 304 T CHICIEN CCOP-EAST EXISTINGCCOP-EAST EXISTING VV4^_ 110 n CHICKEN COOP -SOUTH EXISTING 1M"=1'-0 L msim NR M INTO BE REPNREW PE➢LEC41 wsnTp TRu /OBE PEyMREO NA PPiu[ouo PANTED - T-4W �11 It B-•W - N-W P-31W rl CHICKEN COOP - EAST PROPOSED - EAST PROPOSEDD U 114" • 1'-0• 1'-0" n CHICKEN COOP - NORTH PROPOSED lJ IN"•1'O" RE9NP W8lIW Elll fl/41Qfi _---- Alb CJ DBDERsn...R .+T OPEPINGNOIS. ETO JP%K rLIC10=N COOP - WEST EXIBTINGCOOP - WEST EXISTING n LHDIffN COOP- SOUTH PROPOSED IM'•1'iF D 3 EVSPNGN F IWTO BE RF➢NREd REP1ACEp E9JnNGTRM TOBEREPNREDMI) MMED MD PANTED CHICKEN COOP- WEST PROPOSED �! 1M'=1'O=1.M L O I� Ira A� W L X w� W 4� 4� N i 1 I I KEYNOTES NOTE DESCRIPTION 1 eMOVE BILITA ED O WHERE E MISSING AND BEVERLAGED DETERIARTOFORATED. D. REPLACWOOD WINDOWAIND MATE PND ALS O SASHEW TO BE L EH DOWTO MA C WHERE MISSING OR SEVERLY DETERIORATED. REPLACED W/ IN -/(/LAID MATERW.B OR NEW NDOW TO MATCH (E), PAINT E) WOOD DROPPED LAP SIDING AND WINDOW TRW TO REMAN, BROKEN/ MISSING! DETERIORATED PIECES TO BE E'LACED WW IN40ND MATERIAL, PRIME B 2 COAT PANT L AS E DOOR AND HARDWARE TO BE REHABILITATED OR REPLACED WIN -AND MATERIALS, PLANT 13 EXIST. 2X3 ROUGHSAWN WD.RAFTER TALLS. PREP FOR NEW PAINT FINISH CONSOLOGATE WV EPDXY AS MOD ® DRY m'® ROTCONDITIONSREF: STRUCT I LL 14 ELECTRIC METERS- PANFTOMATCH SIDING Q 15 GAS METERS- PAINT TO MATCH SIDING 18 EXISTING IX4 WOOD TRW, REPLACE SEVERLY DETERIORATED AREAS WIRI IN40ND MATERIAL OR REPAIR AS I REQUIRED. PROVIDE PRWERAND 2-COAT PAINT FINISH. (A l 'REMOVE THEMISTNGWOMENPLANKSFROMCEINGINMERIOR.FILLNEW2XBRAFTERCAVRYWTHR-19BUTT I N INSULATION AND MIN I"VENTILATION SPACE. REPAIR AND RE4NSTALL WOODEN PLANKS TO INTERIOR OF CEILING AS FINISH MATERIAL.. PRIMER AND 2 COATS PAINT TO FINISH. C2 GYPSUM BOARD ON EXISTINGNEW ROOF TRUSS FRAMING WITH PRIMER, LIGHT KNOCKDOWN TEXTURE AND OATS OF PAINT. PROVIDE MOISTURE RESISTANT GYP, BD. AT ALL RESTROOM LOCATIONS. T 01 REMOVE THE EXISTING CORRUGATED METAL ROOFING DOM TO THIS MISTING WOOD SKIP IX ROOF SHEATHING. PIACE DETERIORATED IX SKIP SHEATHING MEMBERS WITH ROUGH SANK DOUG FIR IX PLANKS TO MATCH WIDTH M THE EXSITING MEMBERS. PREPARE SURFACE FOR NEW 0S.B. SHEATHING. ' (� 1 EWCAST INPLACE 4" THICK —CONCRETE SIASOVER 15MIL SMWVAPOR BARREROVER4"WASHE GGRAVELOVER (O OMPACTEDSUBGRADE.SEALCONCRETE,WITHOPTIONALTILEFINISHOREPDXYCOATINRESTROOMONLY. I 1 ST FORM COUNTERTOP OVER 2 LAYERS OF 34" PARTICAL BOARD WITH 4" BACKSPLASH AND WATERFALL EDGE, ' v NIESS NOTED OTHERWISE MI ELESSMNROR LET, RE: PLUMB. O T ITREOUS SINK RE: PLUMB 1 EW T/S" GALVANIZED CORRUGATED METAL ROOFING PANELS WITH EXPOSE GASKEFED SCREW ANCHORS ON 30 4� B ASPHALT IMPREGNATED BUILDING PAPER OVER NEW ISOZ'O.S.B. SHEATHING INSTALLED DIRECTLY TO THE (C SSTING 1"X W SKIP SHEATHING OVER SISTERED AND OR MISTING WOOD RAFTERS PROVIDE S1 WIDE GRACE ICE +� WATER SHIELD AT ALL EAVE CONDITIONS. REFERENCE THE STRUCTURAL DRAWINGS. OPTION TO FINISH ROOF WITH PHALT SHINGLES INSTEAD OF CORRUGATED METAL. R2 IN GALV METAL HALF -ROUND GUTTER WITH PRE -FIN ROLNDGALV. METAI.DOWNSPOUT. WI"GYPSUM BOARD ONBOTH SIDES OF2X4WALL FRAMING ®1S'0C WITH 3-IM'SOUNDBATT INSULATION. ALL CC THROOM, JANITOR CLOSETS TO RECEIVE MOISTURE RESISTANT GYPSUM BOARD. " GYPSUM BOARD ON BOTH SDESOF2X8 WALL FRAMING ®1B"O.C.LMTH SI2" SOUND BATT INSUlATI0N.M z THRODM, JANITOR CLOSER TO RECEIVE MOISTURE RESISTANT GYPSUM BOARD. PROVIDE 711 W OSS SHEATHING 0 OR SHEAI2 AS RE 'D BY STRUCTURAL DRAWINGS AND AS NOTED ON PUN. INS1/4" BAOOTH CEMENT FIBER PANEL ON BOTH SIDES (AND TOP WHERE APPLICABLE) OF 2X4 WAIL FRA9NG g1Tlo.c.TOP OF WALL AT W AFF• PAINTG INTERIOR WOOD*SIDING TO BE REPAIRED AND RE -INSTALLED AS NTERIOR FINISH OVER VAPOR SARRQC AMO R NEW R-19 BATT INSULATION, AND SPRAY -ON AN BARRIER. STAIN TO MATCH MISTING AND SEAL OR PANT. vmA1/1"SMOOTH CEMENT FIBER PANEL ONE SIDE OF 2KS FRAMING OVER NEW R-19 BATT INSULATION VAPOR BARRIER z ALU RESTROOA SIDE. 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IBT'E MI6x0 F:WR ® REIOE NMIRR K M•A1) M MCIW M REFS ® ENIOKEIKY SNUFF-DAM111M S,— e s;im xuHR AIR DEVICE SCHEDULE iIG NWIF. ItlOF1 DFSAOPTgN DPIN116 A I IRIJS I TIME 1 12112m S MM MATT , S101IT ;IMF, ODUM FOIE - ORlplb: MECHANICAL FLOOR PLAN SGE _ 1/: • 1•-0• DESIGN CRITERIA pmEm vm: FORT COLLINS. ®ovvo©rs��n� s0� �vvo�svv�®v �v000vvv�mv� DRAWING INDEX MIIN[R OM1u'.1C REEF a PM l mREwa MECMNCIa NOBS " OURNE SPECRGT Y-lA NI. 4NERK WITS O WIWA N[IIM XpWR3. uE� COp61M11M 06/01/I4 - ML FF;TUWI oNmw SET NET MML - AMN:INML AWNS M M/15/11 - PFUYAXO MVRIG s NOT "L - WL MMNG SET G6/15/14 - EIFCIRfAL MMEf SET FAN SCHEDULE FM MIA IKigl MIA TAD LOMIIM sERNtE NWUF. W.OFL M. rf ORIONS IQ 1pGL CSP. ECW. 1lAS Mµ A wA. T9E M EERY S01[S YAINI MM W I¢ (� EF-1 LEIN YENS M ID1 IQ OJIS -- I= 4.1 OANG D%N I= 1 115/1 15 ABFD EE-1 6-2 'AOYENS NOYFNS " IDN 110 OJ15 IM WECERAIG OWT Im 1 115/1 30 ABAD Fi-1 FKIOM INFN J OPTm;;. {pD INST I OPTION: A BKNOPAFT OµPER. C. Fµ MOOTED SPEED COMACI SNITCH PM M WOKE & D6CONNECT 9MIGH D. "NO YOLMFD \W MN Wu (a). ELECTRIC BASEBOARD HEATER SCHEDULE FIG .NATION SERACE MWIIFMIIAER WHIM 1YPE IFN:IM MIFFS MLR/EH m/N OPIMM6 T/G EWE Jffon . NITon YA;F1 EIDOE-OSM: S FNDE NECKED ]6• GOD IN/1 2050 A B ®-I E8F2 IESIIBOE NESINOE woN EAOE-ONW SIMH MONIED Y• EN IN/1 ID50 A B M-2 EM-5 YENS YENS IIIEeEL EADG-DXL swA WJKED ]e' m 1'A/1 MISO A 6 M-S FFB� MpION iWum YMOL E306- 9 IkCE YOLKED 5G• EID IN/I "m A & EIFA EED-5 mm um N D EAt3-0GO0/ SLIME YCUMEO GO I= 120/1 EYp A & EHF5 FM-e N'ECENS ROYMS LINEiEL M12-OEOAE 4JIAFZ MOIINIED n- M• I= IM/1 4= A B fHF6 FACIORI X6INIfD OPTIONS: A IxEGRM I110f YNNiO UM I,IEIAOE MERNOS'IAT. & INIIDWL 2- OSCOMECI WTC41. INSINIFD MMyN: ELECTRIC BASEBOARD HEATER SCHEDULE (ADD -ALTERNATE) T/G I[IMIIOM SWwxE MNIFILIIAfR IKC(1 IA4 EEN0111 rms YRIS/RI BN/EI MTNS TM. EBB-) FOoo s10lME FODp SIORIGE WIeEL E15DE-&lEC WwE NOMm I ]E• EOD tN/t u5o A e ®F) EACIONY INSTMIN OPEON4 A INIEIAK ONE MINTED LIE IOLTFGE MFIMSAT. & MEMN. ]-COTE OSCARIECT S APDH. Fm QEUM E) OPTIONS: KEY NOTES EMS SIEFF ML <j> RONE e•R EA NCI FROM FM UP M JECST SPNE ABOE (N)NO AND UNDER INSUUTEN. O RONE e•• EA AKT UP IN E USIINO Md11ECIUlUL IfNI MRNGH RNF. ;NAN FIA4NM. SLAM COINS NRI MAKER W. O 011190E W VENIIu1M1N N MS AREA (CHUNGEN COOP) FRO'ADEO MIURNLY IIApuOI ; DED P IRONS IN M . � U 8 x M L r Cu N 1 ai is }N_F PNMMr a RNTMRMTs L Q L LL Q N N D �N I¢N s1Vi'rF�- (D Lo 0 BELLISI 3702 MAW SUITE FORT COLLIN nos• Me ^ 0 CHICKE 0 REND, U JESSUI 0 ARTISAN N FORT COI he u AAA LEGEND V GENERAL E CRITERIA, SEQUENCES DETAIL AND r FLOOR +; /C it n W JB. V R E JB, WR �, JB, 5 V Av 4-1.0 -Cover k #•A _e M Q Packet Pg. 310 3.1 PLUMBING FIXTURE SCHEDULE TAG CENRPIIM R-1 wirtA aasET (WNgflP) xp4p( wpLwpllM. uaEQ K-3541. 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(OR MRD1ID EGKL) W-1 $T1.WR VMI (AN A wmAmm w is) SIIIDDR W VpT. SV. PwTLC NMMtfo N:Da WM wlElE RFOIPHO. (M MPIAfO fGYI) IIEO IILLI UEN101/i RDCQ SKIAIE IIIIN SR]OM SiNISkSS SlEfl ACLEE aMA NIo sEGAK SpF11. (OR (M NRRD.ED EARL) iW ROM CILWWT DM. KOG SE-1i0p NM xETL MGm TM IN RR9ED NEM1S (M MTA.m (GKL) GA ilk RX NKWI IOS]. GSI IRA wM OM9E SE RNK.W K16NI' NO WRA 59M1F➢ dST J0. ScME OA wM CT Rml ViwG RKL M NPWW FM4 " WATER HEATER (1207) n KT TO NNE DESIGN CRITERIA PIMECT SITE C[a6` FORT CORINS, CGCMCO 5012 AMNA nwL BURBRG ME W12 IIIIFNNIUI°A KCWNINX ME M12 Y(IER%Vd 1L PLIMB6w ME M12 IXIEANTILYNL E2NIBY MRMTM ME M4 TNTgxiL EIECIRC ME DRAWING INDEX EIRIBiR ORMRIG TREE ail PY-1 4pWL KEGWRfK H= NN) GIRNE Srt MTN6. P-0 IWExoMMw[: AND ATEDRAE& P-1.0 PATEIR AREA NMS WdB1NVpxl 0)/11/IX - ARCMIF1 W MARK BET 08/15/I4 - ELEGRVL O4M'NC W M/15/14 - KMKACK DRMND SET K1 NOS. - SMCNML MWwE. RT OB/SB/13 - CNE WNPS SET LEGEND R - SAKNTV SMER w RPM u S _- q -Z yWRXI pg1G SWPC N ORECIIM 6 FERI WmASNEAY �fffi� ASE SESpf GERF MIl RK RY61E CGo ETRR RRNO ME f11M NxN --IAi- RVESIIC x0i Rx1fF RPRG WE GMN W �6 (.p- W21M1 GG PP1G (RIhEP! %ESOHJ IO fI RRK 13f OFF 9RIM1 R RN W Kx-IOTNRE ORTER RwXG -TRIG- WASH[ u1FA REMC PPIK TEE SOP R PR -Iwrs- ATE WOOD HEATING PATER T O pOS1i EE xCR CMITEGVJI RETMY KA1W wTFP R[lU1N RPK W wf q EIIEMW ROMI 11b ots GS W[It R W wwl aEMI-oJT -� 1RA1KAE IW ROM UF.I1FOIlT A/REDUGER GA OAD[ 4LLx OUi r K GEwL•h NEM Va wM I RRA IGI ALL M1LY[ M NR mD wVAVER iR11 xOT w1ER TC RFMKNO WUE 'a Ram 16 REIRE V)LVE MM.W M RSR �MNp- PESUE PIm M R6.vERim e- R - SIELT NU1sl1 PR VTSET W W GENERAL NOTES 1. uM MnE1Y1 s )oE nM1 GPa WMe alLAwvII wE TAIInvJRE 1Eluvc K¢r wM DR1a a oRers 1wwu11wlw m Raw9K) M o,NANww RmomlEs !. WMEAR RCi IVAllM6 NR DLMTGw 1M Y1 Pu00IAC 9w100 Np EER1pIT wM SIFLiRE raw9BIDI xa u Ala awa N A@INa. 1 Nl PJw E 111 E Y W WIYRE wM M 111! 6 iV! 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BE ,J702 MANI SUIT FORT COLLIN CL 0 CHICKE 0 KENO U JESSU ARTISAN FORT CO .'C V U LEGEND E GENERA CRITERIA, TOM TW, AND SC r-� C � rN A. VOR E wow. A, VOR ®w JR, is Packet Pg. 311 3.1 L1 � -T+•� � - e--T n PLUMBING FLOOR PLAN scuE - 1/G' - I.-m swNAm sDNRR Nra Lart FLOOR PLAN wPLUMBING sWF . I/4' . 1'-D' WITFSIC M/,1FR NO GS KEY NOTES FIRIS SINYT ONLY) 0 NSs AROY NNA1G. REM M CML 01aM WE RM TOR Co11Mw1XN. 0 1'A M I' METER AND TAP. 0 1 vR UP M M RWi RDI &LLV w AT ROOX KIRMRMRl MF„ DAM M Rnao I1LOR. IDGP I' TYPE 'k COPPf11 ARK RRDY RODR TO YNIp6 ROCOL NO MAGS RF1DR WADF. O w METER NO RpATEO UPstRNY RAN; Nlo MCL4GREs M RE W lG am CDYP/M'. (rmN. CORRODED LOAD - IN 611II/651s. DE1NgY PRFSsIIWW' TES) O RIONDE O6 MN smw-OR NLLME ENIERO„ A W EONG " oowNwOIT w METER. Q WNNELT GAS PIING M EMT YTm I HUT -OE WLM Y DIRT LEG MD MPROOO) RNRE W WWOf. ROVE AC IIONLE MO EINNRT I&Mi THROUGH ROOF WIH hMNRTOI PER MTNPAGNREN Q NOT W COIO VOTER VEX sLPPEY MNloLA. 9Q PRpNOE w sIRRN1R NLK N M MIEM PENETMIiw RLfM SW. ® %� W HOME -AM RDON sVN M W-I. PRONOE lu)o I wuM PA MNNuuPvIoII ® %W 'AR' NOME-Am RDA' sUB M W-I. ® 3/4111YW,'PEl' „OM-WN RDA sW M IMS. CORRECT %NKlif M EIL„ SNN. R L �yR L k I— i Cu PonM,m s .sm.an L Q L Cu LL Q M /n /n N ,-� M 'EVr* BELLISI 3702 MANI SUITI FORT COLLIN N N.lIN INR Q O CHICKE O REND U JESSUI O ARTISAN N FORT CO Y V 1 POR TOM TOM 11 C ,rTR a% ®R AWR E AM ®N A ES P-I.0 Pomp. 1 PN Q Packet Pg. 312 3.1 ELEC1RICAl SPECUICATtlNS 1. j®p mm empe of Me work cowered main canebb of furnil all Mil Model n=oe eauipmem am services to carnal the eWork and relalad work in lull accordance as indicated on Me drawings. ME pemM heron ar bath and sA ect toLM terms and cm ikons of Ica Contract. 2 DIEGO, fluml Permit,` EbclAcal Centrador is generally reepomible to inwn all Wish, bath old one new, connotes with Ica NEC am Gable bump and wb nodes and .rein n aw =cN ace.. S. )pain's Omeings on diogmmmo4c and indicate the "Mmi arrangement of Metal am With included n Me aanwcl. Olal an net W be acakd. The Architectural dra imys am dM4 shall be wampned far tElect location Of Mixtures and equipment. My conflict shall he 'mmediatey, bought to the ottentan of he waxct a, Engineer balm proceeding With tlw wank ♦. Shoe Om mkm Matanab of products y Wo" homin ana/m in6 t" we drveing by trade rpm, manufacturers mono. or MaiWry number shall GO gee M p ftd. S. GMe on WIN dw Trades Me Subcontractor shall gbo fN c SPOUan to other Valdes and sha^ furnbh m niNg to Me c "ear, sun M 4m to the Eegb any gfiMrMgn Russell C* P it themark of 000 tro es W MO installed romenta it' and 0M Me host paeslMe kwvAkence or deby. Coordinate 90 Canaan rum and Equipment with other image. Verity nameppe electrical data or actual, yubnwm hmtened by oM anon beginning nNavOon. 5. tutunal p Ibiaa Md Gobi The Oennml Cmb¢Ion shall M all al arlIipg. ale resulted fee work uMer the MCI m the epwTwdw,'rybs the Wilding 7. Eca n cad Mcegne T4 S hmnL F shoe d0 ea month and p3 ea Ong and bacMFg natured for war, under this w:tbn 0 Ohm s CFY bno, G4Ee aM M4Ne the Will all faquiM shol bit m. semplog and an praMioe for Melt' of persons and papery, B. YNIID�.dWmrslGo Al MmG % am oIMMMMU a real Iw Ms won ONCE M nit uM Mbo4 othmie on tM oath. ERcincmr Contractor troll promdo and MOII an electrical as shown, aril an mmuntig M4h4 and some locations a ME map -mount electrical aeeiw work a¢hAoet prier to raugh-k. Cnnnactions and jurcbon poxes l0 Equpmenm an dbgnmmaE¢. VEmy erect bcOibn of canna W .patio[ moment and award. 9. EpOm�rls Pollee shoo M M manufactured by Square-0, G.E., TE Or squbvlem b NM Fall and r u'emwnb shown on Me som pane* doll ME It dead from emaC . ITT p km of W M e re W Or pane echeduM . Multi -Me breakers when have a single handle we ME an M*s of raw. A bmin Wald oowt with whits tendering p normakdM with me Identification number as shown on Ow p schooll wall b mounted on the ouleNe N Me beef with sheet male • Nmoplats We Winn W r MOM X 1-1/T 1gh with 1/2r high angrMng. Prwide o mmpte d chatwa droctm. typed am mounted in a Wit Mal sM . an Me interior W the P 91 door. 10. GmXO previous a complete grounding nwmwk for the ants electrical system to comply, with NEC requkemenb. MI conduits OMIT bare a ground wife ustalea. A Mrel ground shall me be used. BGM BemM entrance ground to buiMing wool, mwal water me ne. mama a "dm. Wit II. amawrd S.uaN.e Equipment Aecmnect weikhoe shall be Equal C.F. WE a eauiruel general only. or Mort' Mary of Its type and naming shown m the Mal fuses shell be bonded W the appropbY ypor and riling 1w the 9Uimhmt to M Mmd. 12. YI�ILE�EM 5wiklm - MI memy o, nee Il (SPST toggle with f without plow) switches to Go rated 2M. IW-27N. o WOOduM by I.Intaq Ill P Or S. ar Equlolent. Cwryinoto color wM Owner/Anal. R to m - Me 94nwl use dq es reseplmin to be Med 20e. I2001 an manufactured My Lowtm, Lubber. P k S, or rywwlem CmminW War with Owner/Nchdout. CaMMan - M Mnduwm sell M fweb bald, cowl type 1NNN. Mitts NMN. Mom mdia l aluminum mductm may be used ON anon be you WW/XH„W. Conductors of /B AM and Mary., wall M ommM. Lighting fiwum - Lull Mune shop Male bdbated alit Me Nwm ameaule or approved Mal 13. ran" CaMait eMu be Ell CEO. SW. M RC. SCH. Big NC. Could tight from Mal or meta' resale. ORC wall M u at enured ewariof locations. Mx malt ME YON I0r Cmnecton to as wed oqu(amem, except in damp 0r was bwlbns, wfan IEll tight mwm Mal show be ure. EMT sh0- M uesd Of of axposaa interior locations. N' met OM bowel may, use PAC. mu'wng bushings rah cause vck-mom shall M used for Entrance of 1 -1/4' w Eger nto oncbu Same bacaud On rnmmums. vryer Bit" may N used to facilitate wife pule etc. 1. TAIMMens Stmetern provide o .' x B' s 3/4l plywood Mcboord far ellephone metrication. Grounding Mall meet NEC BIND GO Ipueemmb. IMoll ropy amdw(e) M inmWW on the pbm with pull Mta'ed for the teephme oryce entrance A 3/4' concert Winn be mu ed wet en the mlemne Goad b the 'Ailing nma. Terminate Conduit in CeMng space Ism 0 90 degree MM OM Wu M at and of emeduit Emend mMult to nwrest accmible csig Wince N m access to New o,ii allows attend the outlet is present Provos a Moil path thrown as ewmcMM tO the mckM . 15, Spearmint FarNMs1 ONE aN.rw Ekstrom, Central Mal prOMee onaw4 wire ored disconnect vx kh'Ma¢alee 0n anal t0 a council egupnevt suppled by moan which Winn imvae bath nth and nbcation of exehng pupmerl. NI Cm eewrkol connections an W be py Moorhead contractor. 10. Rwcam Dm h.. Me Contractor .hap MW o um4 monarch of actual mnwde ruction InclWing vice MalaM card it rune 'n all YOM the pun. no Cmlmww goes provide Me owner with a repradul set 0f plan of the comp ys govemb l and Cn OEM Mbme M TetOM 7M scale m mom drawings eMG se no mmoll than the scale used on Me mlginah band. 17. jytm Pncl tests ohm M mew ory URa, the EN,irk satisfied that all wom Me been committed 18, flew, -MSlpipOM After testing, a final inspection hhall W made by the Ergmer and other authorized pamm With one Esectricol CmtrtRw Final ocmmnce of Me project w ll not pmu lows the thermal right to mal royal and/or will any delactln lam an mmtenew LEND OUTLETS SWITCHES CONTROL O DUPLEK RECEPTACLE (120 V) S SINGLE -POLE SWTCH (D THERMOSTAT (Has va„aye U.O.N. Do DEDICATED OURFJI RECEPTACLE (120V)Ss OOUBLE-POLE SYIIECH fumished by ON. 15 UA.„.) Dow WEATHERPROOF RFDEPTACIE 03 TNREE-WAY SWRCH ® HUMIDMTAT (Gne You" U.O.N. OM GRWNO FAULT RECEPTACLE $p FOUR-WAY SWITCH furnished by ON. 15 U.O.NJ Oe WLATEO GROUNO RECEPTACLE Be SWTCH WITH PILOT LOW Om PHOTOCELL (wlpge as Muired) O SWril RECEPTACE So KEY SIMI ® TIME CLOCK (24 hew U.O.N.) O NAEF SeRCHEO RECEPTACLE Saw WEATHERPROOF SWECH m PUSHBUTTON STATNON (numMr W • OOUBLE OUl RECEPTACLE if THE SWITCH bu„me InmcMW) 0 FLUSH FLOOR RECEPTACLE, DUPLEX Des OIMMEN SVI (WATTAGE SHOWN) B MHDNG COWAl ®owl SPECIAL EQUIPMENT RECEPTACLE 0 MORON SENSOR Id IRRIGATION CONTROLLER h LO m RECEPTACLE WALL OCCUPANCY SENSOR Or FLUSH FLOOR TELEPHONE OURET ® CEILING OCCUPANCY SENSOR V CATA, TELEPHONE, OR FAX ELILET DESIGNATIONS 11w TELEPOIYER PO1E (T-todophms. Fewpower, C-compul ® REVISION NOTE O JUNCIIOM BOX Ell NOTE 41 KEY NOTE CIRCUITRY and RACEWAYS SOUND and SIGNAL (� FEEDER NLUM —e GRCUR UP O SmEsto R U N UNLESS OTHEROSE NOTED —s CIRCUIF OOWN O VOLUME CONTROL WP ONCE CESIGAATEO WFATHER PROOF �e 1.5 HOME RUN (with Gircuil nomban) in BUZZER AC ONCE AB0/E COUNTER END OF CONDOR RUN m CHOSE CLG ONCE IN CEILING ----3 END OF RUN. CAP µ0 STAKE O TELNSION ANTENNA WRET FA DEVICE N Ell 'NUN INDCATCN O r MICROPHONE COUITOUTLET OFF ABOVE FINISHED FLOOR NIT— OW (2-Ch WREMOID (2-Chmnal) OI NTEACOM OURET (E) EXISRNG TO RMWN F%ISTINC TO RELOCATED (R) BE -MH FWGMOID ONCNURSE C D) EMVNC TO R DEMOLISHED xLIGHTING PLAN N POWER PLAN scicE . 1/8' - r -Y sCwE - 1/fi - V-U DRAWING INDEX I^ o NhMKR DRANING 1111E , 1 I E V.I UIENO. MCIFS, INDp,ONE-LIME OLYrWM. LTG. h PWN COORONAIOx: 0/01/14 - AMW MC ORAWNG SET 011/15/14 - g SIN OA W SET W/15/14 - MECHW dWIWK SET MOUNTING HEIGHTS KILL HTE T HESM A r r e Mir nC e pr wow a row b Mir wow w W E tr.t V- YrestYIm NOTES: 1, l�ol n TMa�MI®Id K� R e' M �Cpv�w M YW'aV eM .c.. reaN i AO wa Mar Wino engaR ,ram Ei ul L L bGl: KEY NOTES (OHM SWEET O„L 0 TOOIIR -3P SPEAKER INSTALLED N LOLL ING SHED HOMY © C)M RMOR LICHONG TO BE LOAM W WITH MOTION SENSOR AND TMOR SEARCH VIREO IN PAMLIEL FOfNMIS HAVE IMECNLL PHOTO -CELL SO LICHIS ONLY COME ON AT NIGM THE WHEN ACTIVATED BY ETI„ER MOTION SENSOR OR TIMER Still carEfflow O smOdge- MOE'O-CCELL NSA Mm RR"EM FEEDER SCHEDULE 01 (W-/B CU., /10 Cu CND.) V, C. Q / B CU. TO C.W.P. AND GND ROD. It<NZW,100A q y a MW eW a N9 ICE iI S ONE LINE DIAGRAM SWL N.T.S. M-0 UmfneNlP WS MSMk 7ss 6� w w rmkW OIL AlffrCIMETIME onj+- mooiYankee _ MaAt rW em m I e,qrk al BELUS MO II 3702 MANHATTA SUITE 20' FORT COLLINS, C( CHICKEN CC RENOVATIO JESSUP FAF ARTISAN VILL FORT COLLNS �wY INDEX, NOTE' ONE -LINE OIAGF SCHEDULE! p of A. WJR w wwane JB, US en.le 0.1 SCHED m Evil Packet Pge 313 ARTISAN VILLAGE FT COLLINS COLORADO EST. 1882 Item 3, Exhibit 1 Jessup Farms Applicant Presentation Submitted at Hearing BWK1NG HORSE Packet Pg. 314 Jessup Farm Artisan V 1 ofte Bulwing t Support protlut[ron [.vrc.., a Chlckm Coop R"Mi shops S Farmhouse ResOWdn1 a Retail shops RMarf Uops • Brewery • inners Center Wn C> Limits of Work Open space Townhomes. Typical Neighborhood Park and Pool Existing Lott Typical It li russell.mills studios �• . BAKING HORSE N r_� 'Mban S rbn Sa Arta — Alaster Plan Item 3, Exhibit 1 Jessup Farms Applicant Presentation Submitted at Hearing L. — Future Open Space Trail Connection to Poudre Brver Trail via Sharp Pointe Drive -Urban Estate Norris. Typica i —Future Neighborhood City Park (6 ac.) and Community ��• Caardem • t '� --Upon Space Frail Connection • - Working Farm ti l�•. — � fug• �. Bucking Horse Community Supported =- Agriculture(CSA) Packet Pg. 315 MEW ... AL ir lop l� c 1 ikr Wkz' , `l IfK V " K �_.�yf ����'i'.� +Z' •r A'�-.' / "ate•] �-! Y �` L.� \ \ 'R�r It it �-.i,w�.� - y -` de J !.•�_"Y'i -„o`< r• ��` {�.. s-Y "� a , a � r = t a s. •� VtT Item 3, Exhibit 1 Jessup Farms Applicant Presentation Submitted at Hearing ]Photo Journal -I Jessup,Farm Artisan Village I & � I M d 0- . 11 1 — L�i r. rr .kk 10 ,.-..� ter' Y O WA�A, vI L a Mimi �a L) CL rL N y` E i UM Q W Packet Pg. 317 144 !%Ow !l',TrnTft-nlTnTfl it ��{� h 1 I u� AxMwW,tyr�d llulllll � 1 '? r.� � ' '• � 1 • � Photo Journal - Jessup Farm Ar ►J.�Vf �• � y \M� ��SL:.:.14�'�� - -_lip aKVlf eye: ..�-. 11 1 k- Item 3, Exhibit 1 Jessup Farms Applicant Presentation Submitted at Hearing 1 tisan Village WINE • nIJ-w •i S Packet Pg. 319 EW III ` wl�� ,� �■r , L , f yam` r"'r• � ll - 4r- � / � _ �ri • �ti T � S• r f A4 . W�0 1 dr �4 I Item 3, Exhibit 1 Jessup Farms Applicant Presentation Submitted at Hearing Photo Journal-1Jessup ,Farm Artisan Village i n Packet Pg. 322 Photo Journal y -,Farm Ar Item 3, Exhibit 1 Jessup Farms Applicant Presentation Submitted at Hearing 1 tisan Village i i t 7 r _ �a Packet Pg. 323 4, III0'►�I',��� t o IIIII •JAY Z ^^ • • • • • • • • • • m r�,. I ft;* MIN R: a FO 77117 1; • _ F `, Exsift) ei i I 40 AlMrorfflp ' -- r r JL- Photo JournalI Jessup Farm Artisan V Mr r- _.f I DESIGNED &BUILT FORT COLLINS COLORADO 400 E 1 Item 3, Exhibit 1 Jessup Farms Applicant Presentation Submitted at Hearing 1 � � illage Maw r t Packet Pg. 326 ARTISAN VILLAGE FT COLLINS COLORADO EST. 1882 Item 3, Exhibit 1 Jessup Farms Applicant Presentation Submitted at Hearing BWK1NG HORSE Packet Pg. 327