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HomeMy WebLinkAbout6/11/2020 - Zoning Board Of Appeals - Agenda - Jun 2020 Hearing PacketRalph Shields, Chair Shelley LaMastra, Vice Chair David Lawton John McCoy Taylor Meyer Ian Shuff Butch Stockover Council Liaison: Ross Cunniff Staff Liaison: Noah Beals LOCATION: Meeting will be held virtually 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. REGULAR MEETING JUNE 11, 2020 8:30 AM ZONING BOARD OF APPEALS AGENDA Participation for this remote Zoning Board of Appeals meeting will be available online or by phone. No one will be allowed to attend in person. Public Participation (Online): Individuals who wish to address the Zoning Board of Appeals via remote public participation can do so through Zoom at https://zoom.us/j/99148577216. Individuals participating in the Zoom session should also watch the meeting through that site. The meeting will be available to join beginning at 8:15 a.m. on June 11, 2020. Participants should try to sign in prior to 8:30 a.m. if possible. For public comments, the Chair will ask participants to click the “Raise Hand” button to indicate you would like to speak at that time. Staff will moderate the Zoom session to ensure all participants have an opportunity to address the Board or Commission. In order to participate: Use a laptop, computer, or internet-enabled smartphone. (Using earphones with a microphone will greatly improve your audio). You need to have access to the internet. Keep yourself on muted status. If you have any technical difficulties during the hearing, please email kscheidenhelm@fcgov.com. Public Participation (Phone): If you do not have access to the internet, you can call into the hearing via phone. The number to dial 346-248-7799 or 669-900-9128, with webinar ID: 991 4857 7216. (Continued on next page) Zoning Board of Appeals Page 2 June 11, 2020 • CALL TO ORDER and ROLL CALL • APPROVAL OF MINUTES FROM PREVIOUS MEETING • CITIZEN PARTICIPATION (Items Not on the Agenda) • APPEALS FOR VARIANCE TO THE LAND USE CODE 1. APPEAL ZBA200018 Address: 806 W. Mulberry St. Owner/Petitioner: Kevin Dewlen Zoning District: N-C-M Code Section: 4.8(D)(3) This is a request to exceed the maximum rear floor area by 266.5 square feet. The allowed rear floor area is 907.5 square feet. Of the proposed 345 square foot addition, 112 square feet is located in the rear half. The other 154.5 square feet was previously approved by ZBA190039. 2. APPEAL ZBA200019 Address: 2524 W. Plum St. Owner/Petitioner: Adam Musielewicz Zoning District: R-L Code Section: 4.4(D)(2)(c); 4.4(D)(2)(d) Project Description: This is a request to build an accessory structure (yurt) in the rear and street side setbacks. The proposed location is 6 feet from the rear (north) property line which is encroaching 9 feet into the required 15 foot rear setback and 8 feet from the street side (west) property line which is encroaching 7 feet into the required street side setback. The meeting will be available beginning at 8:15 a.m. Please call in to the meeting prior to 8:30 a.m., if possible. For public comments, the Chair will ask participants to click the “Raise Hand” button to indicate you would like to speak at that time – phone participants will need to hit *9 to do this. Staff will be moderating the Zoom session to ensure all participants have an opportunity to address the Committee. Once you join the meeting: keep yourself on muted status. If you have any technical difficulties during the hearing, please email kscheidenhelm@fcgov.com. Documents to Share: If residents wish to share a document or presentation, the Staff Liaison needs to receive those materials via email by 24 hours before the meeting. Individuals uncomfortable or unable to access the Zoom platform or unable to participate by phone are encouraged to participate by emailing general public comments you may have to nbeals@fcgov.com. The Staff Liaison will ensure the Board or Commission receives your comments. If you have specific comments on any of the discussion items scheduled, please make that clear in the subject line of the email and send 24 hours prior to the meeting. As required by City Council Ordinance 061, 2020, a determination has been made that holding an in-person hearing would not be prudent and that the matters to be heard are pressing and require prompt consideration. The written determination is contained in the agenda materials. Zoning Board of Appeals Page 3 June 11, 2020 3. APPEAL ZBA200020 Address: 609 City Park Ave Owner: John Papile Petitioner: Mike Rush Zoning District: R-L Code Section: 4.4(D)(1); 4.4(D)(2)(d) Project Description: This request is for a variance to increase the allowable floor area by 93 square feet and to encroach into the required 15 foot side setback by 4 feet 4 inches. 4. APPEAL ZBA200021 Address: 420 N. Grant Ave. Owner/Petitioner: Gregory Menning Zoning District: N-C-M Code Section: 4.8(D)(1), 4.8(E)(1) Project Description: This request is to return a parcel back to the originally two platted lots to allow two single family homes to be built. This requires a variance to reduce the 40 feet required minimum lot width by 5 feet and reduce the 5,000 square foot minimum lot size by 100 square feet for both lots. • OTHER BUSINESS Staff Updates • ADJOURNMENT Boards and Commissions Remote Meeting Ordinance 61 Determination Form Instructions UOVERVIEW Prior to any board or commission meeting where any member participates remotely (“Remote Meeting”), the staff liaison must ensure that the meeting and all items to be considered meet the requirements of City Council Ordinance 061, 2020P0F 1 P, (“Ordinance 61” attached to these instructions) that was adopted to authorize remote board and commission meetings provided certain requirements are met. The two determinations that must be made in order to hold a Remote Meeting are that: (1) Meeting in person would not be prudent because of the declared corona virus local emergency; and (2) Each non-quasi-judicial item and quasi-judicial hearing to be considered at a Remote Meeting is pressing and requires prompt action. The determinations required to proceed with the proposed meeting to consider any proposed item must be made by the City Manager, or his designee, in consultation with the respective chair, and the Council liaison or City Attorney (see below for details). City Manager designations must be in writing. Upon completion of the form, attach emails or other documentation of the City Manager or designee decision in consultation with the chair and the Council liaison or City Attorney. Non-quasi-judicial matters include, for example, the consideration of Land Use or City Code changes, consideration of policy matters, and administrative issues such as the approval of minutes from a prior meeting. Recurring non-quasi-judicial items such as the approval of minutes and the taking of general public comment can be approved for multiple meetings at the same time. Once the form is completed and approved, it must be placed in the record for the meeting. UFIRST REQUIRED DETERMINATION: MEETING IN PERSON NOT PRUDENT The first determination the City Manager or his designee must make is that it not prudent for a board or commission to hold an in person meeting due to the declared local corona virus emergency. This determination does not mean that no member can be physically present at the normal meeting place during the meeting while other members participate remotely. In fact, Section 6.B.5 of Ordinance 61 requires that for meetings addressing non-quasi-judicial matters that at least one member be present at the physical meeting location during meetings unless that is not feasible due to the emergency or other circumstances. Instead, the determination allows members who wish to participate remotely to do so. Note that the determinations for non-quasi-judicial and quasi-judicial matters differ with regard to whom the City Manager or his designee must consult in making such determination. 1 Section 4 of Ordinance 61 addresses quasi-judicial hearings while Section 6 addresses non-quasi-judicial matters. a. Remote Meeting to Consider Non-Quasi-Judicial Matters: The determination must be made in consultation with the chair and Council liaison. b. Remote Meeting to Consider Quasi-Judicial Matters: The determination must be made in consultation with the chair and City Attorney. c. Remote Meeting Considering Both Non-Quasi-Judicial and Quasi-Judicial Matters: For a meeting that includes consideration of both non-quasi-judicial and quasi-judicial matters, separate determinations as described in a. and b. above must be obtained. USECOND REQUIRED DETERMINATION: NON-QUASI-JUDICIAL AND QUASI-JUDICIAL MATTERS TO BE CONSIDERED AT THE REMOTE MEETING ARE PRESSING AND REQUIRE PROMPT ACTION The second determination that the City Manager or his designed must make is that each non- quasi-judicial matter or quasi-judicial matter to be considered at a remote meeting is pressing and requires prompt action. a. UNon-Quasi-Judicial Matters:U Each determination must be made in consultation with the chair and Council liaison. b. UQuasi-Judicial Matters:U Each determination must be made in consultation with the chair and City Attorney. Ordinance 61 does not define the terms “pressing” and “require prompt action,” but an April 8 City Clerk memorandum to Council attached to these instructions provides some guidance and possible wording. The terms “pressing” and “require prompt action” are open to reasonable interpretation and the rationale for why a matter is pressing and requires prompt action must be set forth in the form. UADDITIONAL CONSIDERATIONS The staff liaison, any other staff members assisting with running a remote meeting, and the board or commission members should read and understand the applicable sections of Ordinance 61. For boards and commissions not addressing quasi-judicial matters, Section 6 of Ordinance 61 is the most pertinent section. For boards and commissions addressing quasi- judicial matters, Section 4 is additionally important. In particular, Section 4.C.3 describes the requirements the remote technology must meet for a quasi-judicial meeting and Section 6.B describes the requirements for holding a remote meeting to consider non-quasi-judicial items. Additionally, Section 4.B lists the types of quasi-judicial matters that may not be considered. Feel free to delete text from the form that is inapplicable to the particular board or commission. For example, if the no quasi-judicial matters will be considered, that portion can be deleted. You can also add lines for additional information such as a staff recommendation to the chair, Council liaison, City Attorney, and City Manager or his designee. If you have questions, please consult with the City Attorney’s Office attorney assigned to the particular board or commission or Brad Yatabe (32TUbyatabe@fcgov.comU32T) in the City Attorney’s Office. Boards and Commissions Remote Hearing Item Request Form Submission of this form initiates review to determine if items ready for hearing are also considered “pressing and require prompt consideration” and that it would not be prudent to hear such items at an in-person meeting pursuant to City Council Ordinance 061, 2020. Board or Commission: Zoning Board of Appeals Chairperson: Ralph Shields Date of Requested Hearing: June 2020 – December 2020 Staff Liaison: Noah Beals Council Member Liaison: Ross Cunniff PDT Service Area Director: Caryn Champine Proposed Non-Quasi-Judicial Agenda Item: Approval of Minutes of ZBA Meetings Description: This is a request for the ZBA’s ability to review and approve the minutes of previous ZBA meetings. Remote Meeting Justification Pursuant to Section 4.A. & 6.A. of Ordinance 61,2020: An in-person meeting would not be prudent due to COVID-19 public health emergency. This item is being brought before the LPC during this time as it relates to operation and business activities that the City must continue despite the current crisis. Applicant Justification: The ability to review and approve minutes in a timely manner provides the Board, applicants, and community members with an official and accurate accounting of ZBA decisions and actions. This is critical to the on-going performance of the Board, promotes transparency, and enables staff and the public to understand the ZBA’s reasoning behind its decisions. Recommendations (If recommendation is denial, please include additional information): Chairperson Recommendation: Approval Council Liaison Recommendation: Approval Staff Liaison Recommendation: Approval Service Area Director Decision: Approved 06/04/2020 Proposed Non-Quasi-Judicial Agenda Item: Open Citizen Participation Description of Item: This is a request to allow for an open time for public comment unrelated to items on the discussion agenda at the beginning of the Zoning Board of Appeals hearing. This request applies to all upcoming Zoning Board of Appeals meetings for the remainder of 2020, not just the June hearing. Justification Why the Item Is Pressing and Requires Prompt Consideration: The open citizen participation portion of the agenda allows members of the public to address the board on topics of interest or concern that the board may not otherwise be aware of. This mirrors the practice of City Council allowing for an open comment period, and is frequently utilized by community members at Zoning Board of Appeals hearings. This part of the agenda assists with accountability and transparency for the board and City staff, and helps the board identify future topics of discussion that may be warranted. Recommendations (If recommendation is denial, please include additional information): Chairperson Recommendation: Approval Council Liaison Recommendation: Approval Staff Liaison Recommendation: Approval Service Area Director Decision: Approved 06/04/2020 Boards and Commissions Remote Hearing Item Request Form Submission of this form initiates review to determine if items ready for hearing are also considered “pressing and require prompt consideration” and that it would not be prudent to hear such items at an in-person meeting pursuant to City Council Ordinance 061, 2020. Process: 1. Complete this form and review it with your Board Chair 2. With staff and Board Chair recommendations submit this form to the City Manager's delegated Service Area Director (SAD). 3. Approval flow: • SAD with advising City Attorney will make final determination if an item is "pressing and requires prompt consideration" • If approved the item may schedule on the next available Board or Commission’s remote hearing agenda Board or Commission: Zoning Board of Appeals Chairperson: Ralph Shields Date of Requested Hearing: June 11, 2020 Staff Liaison: Noah Beals City Manager’s Designee: PDT Director Caryn Champine Agenda Item: ZBA200018 Description: This is a request to exceed the maximum rear floor area by 266.5 square feet. The allowed rear floor area is 907.5 square feet. Of the proposed 345 square foot addition, 112 square feet is located in the rear half. The other 154.5 square feet was previously approved by ZBA190039. Remote Meeting Justification Pursuant to Section 4.A. & 6.A. of Ordinance 61,2020: An in-person meeting would not be prudent due to COVID-19 public health emergency. Applicant Justification: I would like to consider having the mobile hearing for this project please for planning purposes Chairperson Recommendation: Approval Staff Liaison Recommendation: Approval If recommendation is denial, please include additional information: Service Area Director Decision in Consultation with the City Attorney: Approved 06/04/2020 Agenda Item: ZBA200019 Description: This is a request to build an accessory structure (yurt) in the rear and street side setbacks. The proposed location is 6 feet from the rear (north) property line which is encroaching 9 feet into the required 15 foot rear setback and 8 feet from the street side (west) property line which is encroaching 7 feet into the required street side setback. Remote Meeting Justification Pursuant to Section 4.A. & 6.A. of Ordinance 61,2020: An in-person meeting would not be prudent due to COVID-19 public health emergency. Applicant Justification: Our variance request is to erect a yurt in our backyard, which is intended to serve multiple purposes for our family, but most pressing is its use as a home office space. We are a family of four, with two boys ages 11 and 2, both of whom are home at this time. My wife and I, due to the restrictions related to COVID 19, are both working from home and do not anticipate that status changing in the near future. The nature of my wife's work, practicing as a Licensed Professional Counselor, is required by HIPPA to practice in an entirely confidential space. We are fortunate to be employed at this time and with our boys home and limited private space available in our home, having a separate private office will be utilized immediately. While not acutely pressing, we would appreciate the opportunity to have our request heard at the June 9th meeting so as to expedite this option for our work/life balance at home. Chairperson Recommendation: Approval Staff Liaison Recommendation: Approval If recommendation is denial, please include additional information: Service Area Director Decision in Consultation with the City Attorney: Approved 06/04/2020 Application: ZBA200020 Description: This request is for a variance to increase the allowable floor area by 93 square feet and to encroach into the required 15 foot side setback by 4 feet 4 inches. Remote Meeting Justification Pursuant to Section 4.A. & 6.A. of Ordinance 61,2020: An in-person meeting would not be prudent due to COVID-19 public health emergency. Applicant Justification: The matter is pressing and understandably it has been difficult getting the request coordinated with city staff. The applicant would like to move the project into construction documents ASAP and while the variance request items seem tenable, we need a resolution prior to investing in the bid documents. Chairperson Recommendation: Approval Staff Liaison Recommendation: Approval If recommendation is denial, please include additional information: Service Area Director Decision in Consultation with the City Attorney: Approved 06/04/2020 Agenda Item: ZBA200021 Description: This request is to return a parcel back to the originally two platted lots to allow two single family homes to be built. This requires a variance to reduce the 40 feet required minimum lot width by 5 feet and reduce the 5,000 square foot minimum lot size by 100 square feet for both lots. Remote Meeting Justification Pursuant to Section 4.A. & 6.A. of Ordinance 61,2020: An in-person meeting would not be prudent due to COVID-19 public health emergency. Applicant Justification: I am requesting to be on the June docket for several reasons. I am hoping to start my project in September 2020 and there will have to be a lot of steps taken before that time to get the project started. The first being a zoning exception. My project will remove an old property and put up two new properties improving the neighborhood. The project I am proposing will increase revenue for the City of Fort Collins. Any delay in this project could put my contracted resources working in another direction and possibly stalling or stopping my project from proceeding as expected. Therefore, I do consider the ZBA consideration a pressing matter. Chairperson Recommendation: Approval Staff Liaison Recommendation: Approval If recommendation is denial, please include additional information: Service Area Director Decision in Consultation with the City Attorney: Approved 06/04/2020 Ralph Shields, Chair Shelley La Mastra, Vice Chair David Lawton John McCoy Taylor Meyer Ian Shuff Butch Stockover Council Liaison: Ross Cunniff Staff Liaison: Noah Beals LOCATION: City Council Chambers 300 LaPorte Avenue Fort Collins, CO 80521 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. REGULAR MEETING MARCH 12, 2020 8:30 AM • CALL TO ORDER and ROLL CALL All members present except Vice Chair LaMastra. • APPROVAL OF MINUTES FROM PREVIOUS MEETING Lawton made a motion, seconded by Stockover, to approve the February 13, 2020 Minutes. The motion was adopted, with Meyer abstaining. • CITIZEN PARTICIPATION (Items Not on the Agenda) • APPEALS FOR VARIANCE TO THE LAND USE CODE 1. APPEAL ZBA200007 – APPROVED Address: 1105 Hillcrest Dr. Owner/Petitioner: Kai Kleer Zoning District: R-L Code Section: 4.4(D)(2)(d) Project Description: This is a request for a shed to encroach 2 feet into the required 5 foot side setback. Staff Presentation: Beals showed slides relevant to the appeal and discussed the variance request. Beals first provided background, stating if a building permit is required, then the applicant must meet setbacks. The structure is required to be permitted if over 120 square feet or over 8 feet in height. The proposed shed is exactly 120 square feet and is 11 feet in height on one side, tapering down to about 8 feet height at the side that faces the neighbor. The 11 foot height is what prompted the setbacks to be in effect. The shed meets the 15 foot rear yard setback. South of this property there is a ditch that separates the property owner from the neighboring property. The shed would be on the north side, with the 8 foot high side facing the north and the 11 foot high side facing in towards the property. ZONING BOARD OF APPEALS MEETING MINUTES Zoning Board of Appeals Page 2 March 12, 2020 Picture displayed of the backyard that shows the neighboring property has an accessory building encroaching into setback as well. Boardmember Stockover asked about the height of the fence in the picture. Beals will let the applicant speak to that. Applicant Presentation: Kai Kleer, 1105 Hillcrest Dr., addressed the board. That is a 6 foot fence in the picture of his backyard, the neighboring accessory building is about 3 feet taller than the fence and about 6 inches from the shared property line. Audience Participation: (none) Board Discussion: Boardmember Stockover stated this seems straight forward, no neighborhood opposition, and plenty of space in the backyard. The height of the fence and the neighbor’s shed indicates this is an appropriate location for the accessory building, he will be in support. Boardmember Lawton agreed, this looks typical of the neighborhood and presents no detriment. This appears to be a nice addition to the property. Chair Shields also agreed. Boardmember Lawton made a motion, seconded by Shuff, to approve ZBA200007 for the following reasons: the variance is not detrimental to the public good, the proposed shed faces a neighboring accessory building, the proposed structure is 8.63 feet in height along the north property line, and the proposed encroachment is 12 feet in length and will not diverge from the standard but in a nominal, inconsequential way, when considered in the context of the neighborhood, and will continue to advance the purpose of the Land Use Code as contained in Section 1.2.2. Yeas: McCoy, Meyer, Lawton, Shields, Shuff, Stockover. Nays: none. THE MOTION CARRIED, THE ITEM WAS APPROVED. **Boardmember Shuff recused himself for the next item due to a conflict of interest.** 2. APPEAL ZBA200008 – APPROVED Address: 714 W. Mountain Ave. Owner: Hanke Thode Petitioner: High Craft Builders Zoning District: N-C-L Code Section: 4.7(D)(2)(a)2.; 4.7(D)(3); 4.7(D)(6); 4.7(E)(3) Project Description: This request proposes an expansion of an existing accessory building and requires four variances. The first variance is to exceed the overall floor area allowance for the lot by 1065 square feet. The second variance is to exceed the rear half floor area allowance by 280.25 square feet. The third variance is to exceed the allowable floor area of an accessory building by 726 square feet, where the max floor area is 600 square feet. The fourth variance is to encroach 4 feet 8 inches into the required 5 foot rear-yard setback. Staff Presentation: Beals showed slides relevant to the appeal and discussed the variance request. On this property, the primary house in the front, accessory building in the back. The accessory building was partially built near the time of the original structure and in the 80’s there was a large carport added. The request today is to expand the accessory building to accommodate more practical use of the structure for vehicle parking. The existing structure sits along the east and north property line. The carport extends towards the south. The proposed addition would extend to the west. In this zone every property has a certain amount of floor area based on the lot size. The property already exceeds that, so this request would increase that nonconformity. The existing structure sits right off the property line to the north and the proposed addition would be aligned with the existing structure, also encroaching into the setback. The amount of floor area allowed in the rear half is also already being exceeded. An accessory building is only allowed 600 square feet. Code defines floor area as everything on the first floor, plus the second floor if there is a ceiling height of 7.5 feet or greater. The floor area does Zoning Board of Appeals Page 3 March 12, 2020 include carports. The accessory structure did go before the Landmark Preservation Commission and there was desire to preserve the barn doors, which lead the applicant towards the current proposal. Boardmember Stockover asked about the circumference of the tree in the picture, Beals will let the applicant respond. Boardmember Meyer inquired if the carport was built prior to code changes that include carport square footage in the total allowed. Beals confirmed the same. Boardmember Shields asked if the carport was open on all three sides. Beals confirmed the same. Applicant Presentation: Jeff Gaines with High Craft Builders, and Hank Thode property owner of 714 W. Mountain Ave., addressed the board. The landmark status of the property makes this project unique. The existing carriage house has barn doors facing the driveway towards Mountain with a carport placed in front of the barn doors. The goal of this project is to make the garage accessible for two cars instead of one. When landmarked in 2015, the owner believed the carriage house had been excluded from the landmark designation and they made plans to change the carriage house accordingly. Afterwards, they realized the accessory building was included in the landmark, they began working with Landmark staff and went to Landmark Preservation Commission (LPC). What they are proposing today was approved by the LPC. They had originally asked to replace the barn doors with an overhead door and LPC denied that request, so they added an overhead garage door facing the existing alley behind the building. It will be challenging to get a car in that door at a 90 degree turn from the alley. The barn doors from the Mountain Ave side only allow a 7’ 7” opening. Therefore, the addition will be the only useable indoor parking space for the aging owner. Landmarking a property can be seen as a self-imposed hardship, but the owner did not anticipate preserving the barn doors. The carport was built in the 80’s and hasn’t been updated. Carports have been counted as floor area since 2018. Mr. Gaines believes the intent of the code is to prevent the carports from being filled in over time to serve as a garage. In this instance, there is no way Landmark Preservation would allow them to fill in the carport and also have the addition in the rear. If the carport square footage is subtracted from the total, the total lot overage is only 470 square feet and the total for the rear half would then be in compliance with an extra 315 square feet. The proposed addition would be set back 4” from the alley. There is a large spruce tree in the backyard, the owner planted the tree when he was 9 years old as a gift for his father. They are trying to save the tree, and the placement of the tree does not allow them to push the addition further back from the alley. Several other primary or secondary structures of comparable size are already placed along this alley with zero setback. Chair Shields asked if they considered using the existing carport to make it an enclosed garage. Mr. Gaines confirmed they had, they looked at 2 options, one was infilling the carport. The LPC didn’t provide a strong direction for one option over the other, but ultimately the owner went ahead with the option for the addition. Either addition would compromise a historic aspect of the building. However, this option only obscures 2 windows that will still be preserved and the addition is completely reversable. Filling in the carport would be on the primary elevation of the building towards Mountain Avenue, it would be much larger in size, and would obscure the barn doors, having a larger impact on the property. Boardmember Lawton stated infilling the carport would still have the issue with the barn door not showing. Lawton is curious how that was acceptable to LPC. Mr. Gaines replied that was only presented to the LPC at the preliminary conceptual review level. They didn’t get to the point of a final vote. It was certainly viewed as a downside to block the doors. Jim Bertolini, Historic Preservation planner with the City of Fort Collins, addressed the board. During this conceptual review, both options were reviewed and neither was deemed ideal. The LPC recommendations given were to focus on the preservation of historic material, and balance that with historic design. The side addition was considered to be more sensitive from a design perspective. The option with the infill of the carport was not entirely rejected because it did preserve a considerable amount of historic material. Boardmember McCoy asked if there would be an issue if the carport came down. Mr. Bertolini responded that from the Landmark Preservation perspective, since the carport is a non-historic addition, they would encourage its removal. However, they cannot require that because it was in place prior to the landmark designation. Boardmember Meyer requested clarification on how much historical material is being saved and how that process is done. Mr. Bertolini explained the LPC approved the side addition to maximize Zoning Board of Appeals Page 4 March 12, 2020 preservation and visibility of historic material including the carriage doors. This includes preserving most of the exterior materials, rehabilitating historic windows, and retaining most of the historic building as visible. Generally, this met the national standards that are used for LPC. The addition hides less character defining material than if the garage were enclosed. The 2 windows on the west elevation will be preserved during the addition. Audience Participation: John Gascoyne, 718 W Mountain Ave, resides immediately next door to the west and has lived there over 35 years. His house is also historically preserved. Mr. Thode described the proposed addition to him and nothing about it will affect Mr. Gascoyne’s property. The property located on the other side of Mr. Thode has been abandoned for many years. Therefore, Mr. Gascoyne is the person most affected by this project and he is in support. Board Discussion: Boardmember Stockover reviewed the options, this does seem to be the best one. This is adding 300 square feet in the back corner of the lot that is obscured by landscaping. This won’t impact anyone except the one neighbor who spoke in support. The intent of the code is to keep livable structures to a minimum and address car traffic. This is a useable garage in an appropriate place. Boardmember McCoy remained undecided. Struggling with the need for an addition in an accessory building when there is already a carport. There is currently a massive roof from the carport and the accessory building. The code limits square footage and this is a huge variance from that figure. Boardmember Meyer asked if the applicant had a forester look at the tree and drip line. Mr. Gaines confirmed they did, a letter is present in the packet. Meyer stated it appears they put a lot of thought into the proposal. He’s not opposed to the carport infill since it could be torn down in the future and the barn doors would still be present. That’s also true of the addition on the west side. Meyer asked about the preservation of the windows and siding with the addition. Mr. Gaines explained the addition will be created in a way that makes it completely reversable. They are cutting in a doorway between the 2 windows. The whole building is being re-sided and will always be seen as a distinct reversable addition. Filling in the carport would fix it in place on the property, versus something that could easily be removed one day. Boardmember Lawton referenced the examples given of other properties in close proximity and asked staff if there were variances present. Beals responded that he does not know if there were variances on all those properties. However, most were larger footprint carriage houses and might not have had a large attached carport like this property. Also, per code, if the ceiling height on the second floor was not tall enough, that square footage wouldn’t be counted towards the total. Floor area is also based on the individual lot size. Boardmember Stockover brought up runoff, desire to ensure they are not causing a rainwater runoff issue by adding another 300 square feet of roof. Beals is unaware of any flooding issues in the area from a city standpoint. Stockover is not a fan of carports, they do not provide as much coverage from the elements as you would think. Inquired if the property was out of square footage compliance before 2018 when the status of carports changed. Beals replied that he was probably still out of compliance for the overall lot. Stockover does not think this is a very large impact. Chair Shields asked if they considered removing the carport or reducing the footprint of carport. Mr. Gaines replied they could consider reducing the carport if needed. Currently the carport is still used and nice to provide less shoveling of snow as the owner ages. The carport is almost 30 feet deep. Boardmember Lawton reviewed the pictures of the accessory structure and there are a lot of design improvements on the back of the building, facing the alley. He is struggling with square footage on the back, but the aerial photo looking at other nearby properties reveal similar layouts. Beals noted the code change to include carport square footage was also meant to limit the amount of backyard covered by roof. Residents are more likely to cover their backyard for cars than for patio area. Hence why carports are counted in the square footage and not patios. Boardmember Stockover agreed with staff. If the owner started with a clean slate, it’s doubtful the homeowner would build that large of a carport in today’s environment. The barn doors overlap and slide along each other, they do not swing open, which seriously limits the opening. This is a minimal request, there is no neighborhood opposition, this doesn’t look like a flip and sell. Zoning Board of Appeals Page 5 March 12, 2020 Chair Shields appreciates the proposed addition, it’s a sensitive solution to the problem. He does wish the carport was smaller. In the context of the neighborhood, there are a lot of large structures in close proximity to this one. He would be in support of the proposal. Boardmember McCoy was surprised the LPC didn’t make any suggestions regarding the carport, the carport roof is about the same square footage as the primary structure. Stockover made an initial motion based on equal or better and nominal and inconsequential, then withdrew the motion. Boardmember Meyer mentioned since carports are now considered floor area, if the proposal was to enclose the carport, the square footage numbers would not change. Beals confirmed the same. Meyer doesn’t agree with the nominal and inconsequential reasoning, this is well over the allowable floor area already. The hardship is a historic structure. This could be viewed as self-imposed because the homeowner opted into the historic preservation, but Meyer also acknowledges the value it adds to the city. Therefore, he withdraws the self-imposed hardship since this is a city contribution. Boardmember Stockover asked if there was discussion within historic preservation regarding moving the barn doors forward. Mr. Bertolini with Historic Preservation addressed the board. During LPC’s discussion at conceptual review, 2 options were considered: enclosing the carport or the variance in review today. If the carport was enclosed the carriage doors would remain in place. There was not a consideration to move the barn doors to the front of the enclosed carport. Stockover made a motion to approve ZBA200008, seconded by Shields, for the following reasons: granting of the modification of standard would not be detrimental to public good, because of forgoing unique conditions the strict application of the standard sought to be modified would resulted in unusual and exceptional practical difficulties and hardship. This is due to the fact that the property was designated a historic landmark. Friendly amendment by Boardmember Meyer to clarify the hardship is to preserve the historic barndoors on the southside of the structure and therefore the proposal preserves the visibility of barndoors. Stockover accepts amendment. Yeas: Meyer, Lawton, Shields, Stockover. Nays: McCoy THE MOTION CARRIED, THE ITEM WAS APPROVED. ***Secretary’s note: 5 minute break**** at 10:02 a.m. 3. APPEAL ZBA200009 – TABLED Address: 144 2nd Street Owner/Petitioner: Michael Rossman Zoning District: R-L Code Section: 4.4(D)(2)(d); 4.4(D)(2)(e) Project Description: This is a request to remove the existing house and accessory structure and to build a new house and accessory structure. This request requires three variances. The first variance is to allow the new house to encroach 7 feet into the 15 foot street side-yard setback along Logan Ave. The second variance is to allow a new garage to encroach 2 feet into the 15 foot street side-yard setback along Logan Ave. The third variance is to allow the new house to be 33 feet in height, the require maximum height is 28 feet. Staff Presentation: Beals showed slides relevant to the appeal and discussed the variance request, noting there is an existing house and accessory structure on the property. These structures would be removed, and a new house and garage would be constructed. The new garage would take access off the existing alley. The existing structures currently do not meet the side setback of 15 feet. Note, the setback is taken from the property line, and in this case the property line sits quite a distance from the street curb line. The proposed house would be encroaching into the 15 foot required setback, but does meet the front setback along 2P nd P street. The proposed garage also encroaches into the side setback on Logan. The initial request is for the primary structure to go 33 feet in height as measured from the highest peak of the roof. This is a 5 foot height encroachment over the 28 foot limit. The materials Zoning Board of Appeals Page 6 March 12, 2020 provided are just renderings, not an exact distance between the structures. Currently there is a single-story house, which is a prominent characteristic of the neighborhood. Boardmember Lawton inquired if the new structures would encroach more into the side setback than the current structure. Beals confirmed the encroachment would be less than what is in place currently, but still encroaching. Chair Shields asked how the building height is measured. Beals confirmed the height of the building is measured from original grade at the side property line, not measuring from the grade at the base of the structure. Beals explained this prevents the owner from infilling their property. Boardmember Shuff confirmed the maximum size for an accessory building is 800 square feet. Applicant Presentation: Michael Rossman, 144 2P nd P St, addressed the board. He did some research on the neighborhood and could not find anything else over 28 feet in height. This prompted him to go back to the designers and they have since brought down the pitch of the roof to be within code. They will no longer be requesting that part of the variance. Regarding the front setback request, this is within the contextual setback and would also not be needed. Beals confirmed the same. Mr. Rossman explained he was recently married and purchased this home with the intent that it will be their forever home. They are both CSU grads and want to preserve and improve Fort Collins. The current house is within the setback, at approximately 4.9 feet from the setback, and they are pulling back further encroach less and be 7 feet from the set back. The current garage was built before they bought the property and was not permitted. The owner will be tearing that down to ensure the new structure will be permitted. Mr. Rossman scanned many properties trying to find the perfect property where they could build within setbacks. Current houses located to the east and west also reside in the setbacks, and this proposal would be improving the Logan side setback. Many houses are being reconstructed in the neighborhood, a couple that are 2 story located on 3P rd P Street, and another on 2P nd P Street. They are looking to improve the property and stay within the context of the neighborhood, but also build a house that they can live in and raise children in. They have three dogs and would like a decent backyard as well. The neighbor to the south has sent in a letter saying he was in support of this variance. Audience Participation: John Sargent, 201 2P nd P Street, his property is located kitty corner to the focus property. He read aloud his letter already submitted to the board and added additional comments. Mr. Sargent does not support the variance and does not agree this proposal is nominal and inconsequential to their neighborhood. Mr. Sargent has spoken with other residents in the neighborhood and they agree with him. The owner has many options to improve his property without violating the code. The city talks about livability in the comprehensive plan as well as preserving historical ties. Development and financial pressures in this neighborhood are limiting the area’s livability. This is not about this specific property owner, but about the city as a whole choosing to abide by its own regulations and make a statement about what working class neighborhoods mean to the present and future. Board Discussion: Boardmember Shuff commented there are interesting constraints in this neighborhood. Per the applicant, they are no longer addressing the height as a factor, and the front is within the contextual front setback, so they are down to the sideyard setback as the only issue. He appreciates the concerns of the neighbor. The challenge is the 2 story building contextually in a one story neighborhood. There is enough room on the site, that a design could respond different. Shuff would be more in support of a variance with a one story structure that transitioned to 2 stories at the 15 foot mark. The design is very vertically oriented and very prominent on the corner. Karen McWilliams, Historic Preservation Manager with the City of Fort Collins, addressed the board. The Buckingham, Alta Vista and Andersonville neighborhoods have been evaluated in the past for their eligibility to be listed on the National Register of Historic Places, and the three neighborhoods combined would qualify. This particular house would contribute to the national register or to a Fort Collins landmark designation. Part of what they look at during this process is the character of the Zoning Board of Appeals Page 7 March 12, 2020 Boardmember McCoy asked if this was designated, is there an extra step required by the applicant to build something outside of code. McWilliams explained if the neighborhood were designated, then all changes within the district to the exterior of the buildings or to the site would be reviewed by the Landmark Preservation Commission. They would make a determination as to if the alteration would uphold a historic district. To be clear, currently the neighborhood is not designated. There are discussions for a nomination being brought forward. There are a few other neighborhoods in Fort Collins that have already been granted that designation. Boardmember Meyer commented on the two other houses that are noted as 2 story nearby and asked if they in compliance with code. Beals believes they are in compliance, cannot recall a variance at this time, but even if there was a variance and it was granted, then the property is still considered in compliance. Meyer inquired if those 2 houses would hinder the process for historic designation. McWilliams replied that those 2 houses were constructed on land that was never considered historically part of the Buckingham neighborhood. Therefore, they are not in the district and would not affect the designation. When they look at historically landmarked districts, they evaluate how many properties contribute and how many don’t contribute. Tearing down this house and building any new house would have a negative affect on those numbers. Beyond that, the encroachment would have an impact on the character and historic pattern on the development as defined by the lots. Boardmember Stockover noted this is not a historic district as of yet. From a landowner’s perspective, the future is not known. The board cannot make a decision based on what has not yet been determined. However, building a true 2 story house is not going to fit the character of the neighborhood. New construction is a self-imposed hardship and Stockover believes the proposal should comply with code. Boardmember Lawton brought up the change in roof pitch and design, and stated they are missing the new plans. From the standpoint of new construction, if the proposal is meeting the 28 foot height and if the setbacks were ok, then this would not be heard before the board. If changes are being made already to try and comply, why can’t they change the setback as well. Lawton wouldn’t be in support of the current plan. Boardmember Shuff stated the contextual front setback is very well established in the neighborhood, but established on a one story to one and a half story basis. This also speaks to massing and the scale of current structures. This is a standard size lot, there is not hardship there. The owner could get a larger building, but may have to decide how much yard to keep, like most homeowners. Chair Shields stated looking at this contextually, the surrounding houses are all single story structures. If they are scraping the house, there is a blank slate, they have the option to make something work within the neighborhood context. Boardmember Meyer agreed if they are demoing the current structure, the new structure should try to meet the code as best as possible. Chair Shields address the applicant, asked if they would prefer to table the item and come back at a later time with accurate drawings to reflect the recent changes. Mr. Rossman stated if he kept the house where it is and used the current footprint, he would still need to come back for a variance as the current structure is in the setback. Just about anything he does would require him to come back before the board. He has no problem tabling this and can re-draw a plan that sits at one to one and a half stories. He respects Mr. Sargent’s point of view. The garage was built in 2016 and is not historical at all. If he cut the house back to 30 feet wide and went up 2 stories, then he wouldn’t be in front of the board and could just move forward with construction. He’s trying to be a part of the neighborhood and make the home functional for his situation. Chair Shields acknowledged going before the board is a process where they look very closely at the plans and ensure requirements are being met, this can be frustrating for the homeowner. Boardmember Shuff agreed that building a dream home is a large effort and anytime you ask for a variance there is not a clear path. Boardmember Lawton made a motion, seconded by Stockover, to table ZBA200009 for the purposes of obtaining revised documentation with respect to the design and fit of the home to existing guidelines within the next 6 months. Yeas: McCoy, Meyer, Lawton, Shields, Shuff, Stockover. Nays: none. THE MOTION CARRIED, THE ITEM WAS TABLED. Zoning Board of Appeals Page 8 March 12, 2020 ***Boardmember Shuff recused himself from the following item*** 4. APPEAL ZBA200010 – APPROVED Address: 819 Locust Ct. Owner: Laurene Rogers Petitioner: Heidi Shuff Zoning District: N-C-L Code Section: 4.7(E)(2), 4.7(E)(4) Project Description: This request is to encroach 4 feet into the required 15 foot front and street side setbacks. Staff Presentation: Beals showed slides relevant to the appeal and discussed the variance request, noting this is a corner lot. Right across Locust Court is an elementary school and the property to the south across Locust Street is the backyard of another property. The proposal is to build a one story addition to the house on the southeast corner. There is a 15 foot setback along both Locust Street and Locust Court. The addition is for a shop with a roll-up door and will include a sink and toilet. The City Engineering Department reviewed the proposal to ensure there are no safety concerns and they have no opposition. Boardmember McCoy clarified this circumstance has 2 front setbacks. Beals confirmed that is the case, when the side set back is to another street, then it will also be 15 feet. Applicant Presentation: Heidi Shuff, 715 W. Mountain Ave, representing her client, also the owner who has been in this house for 23 years. Ms. Rogers raised children in this house and would like to stay in this house. In order to do so, she’d like to expand the garage for a shop for herself and her significant other. Her spouse does woodworking as a hobby, not a profession. They have explored a number of options within the setbacks. Keeping in mind adjacency to the existing garage is critical for the shop. The other side of the garage is not an option due to existing living space. A smaller footprint for the addition did not make it worth the expense and time and would not be functional for shop space. There is an abnormally large radius on the corner of 35 feet, other corners in the neighborhood are 20 feet or less. Ms. Shuff assumes this is because of the nearby bus stop location. Additionally, the one story addition is still within the total allowable square footage for the lot. Audience Participation: (none) Board Discussion: Boardmember Stockover asked if there will be any additional curb cut. Ms. Shuff replied there will not. The existing garage is accessed from Locust Street, there is an overhead door presently, but it’s small, not large enough for a car to enter. There might be a small stoop for chairs, but there will not be a new curb cut required. The only conflict Stockover was concerned with would potentially be a pedestrian conflict for cars backing out, but that’s obviously not the case here and will not impede usage of the sidewalk. Boardmember Meyer mentioned roof overhangs are not allowed to overhang into easements, however, that’s not normally what they review on this board. Meyer noted the difference in the radius on this turn versus the rest of the neighborhood. There is still plenty of visibility as a car making a turn. Chair Shields stated this addition fits in with architecture. Asked Beals for more detail regarding the overhang encroaching onto the utility easement. Beals stated they cannot encorach, the applicant can redesign to remedy the situation. Boardmember Shields made a motion, seconded by McCoy, to approve ZBA200010 for the following reasons: the variance is not detrimental to the public good, the encroachment includes 17 square feet of floor area, the proposed addition is within the allowable floor area, a tree exists in same location as the proposed addition, therefore the variance request will not diverge but in a nominal and inconsequential way when considered in the context of the neighborhood and will continue to advance the purpose of the Land Use Code contained in section 1.2.2. Yeas: McCoy, Meyer, Lawton, Shields, Stockover. Nays: none. THE MOTION CARRIED, THE ITEM WAS APPROVED. Zoning Board of Appeals Page 9 March 12, 2020 • OTHER BUSINESS Board Procedures and Conflicts of Interest, presented by Claire Havelda • ADJOURNMENT Ralph Shields, Chairperson Noah Beals, Senior City Planner-Zoning Ralph Shields, Chair Shelley La Mastra, Vice Chair David Lawton John McCoy Taylor Meyer Ian Shuff Butch Stockover Council Liaison: Ross Cunniff Staff Liaison: Noah Beals LOCATION: Virtual Hearing 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. REGULAR MEETING MAY 14, 2020 8:30 AM • CALL TO ORDER and ROLL CALL All Boardmembers present except McCoy. • APPEALS FOR VARIANCE TO THE LAND USE CODE 1. APPEAL ZBA200011 – APPROVED Address: 2140 W. Elizabeth St. Owner: A and V LLC Petitioner: Mark Bruder with Schlosser Signs, Inc. Zoning District: N-C Code Section: 3.8.7.2 (B) Table B Project Description: This request is to increase the height of 4 wall signs. Two of the proposed wall signs would be an additional 7 inches in height, the maximum height is 1.5 feet. The other two wall signs would be an additional 1.85 feet in height, the maximum height is 1.5 feet. Staff Presentation: Beals showed slides relevant to the appeal and discussed the variance request, noting this building was originally a restaurant and the new tenant is a Dutch Bros. coffee. There are other businesses in the surrounding area. There is a King Soopers shopping center across the street and shopping centers are allowed an increase in sign height. This request is for 4 signs, all taller than allowed. Vice Chair LaMastra questioned if the street monument sign will remain in place. Beals confirmed there will be a monument sign on the property, but he is not clear if it will be this exact one or if it will be redesigned. The applicant can address that question. Applicant Presentation: Mark Bruder with Schlosser Signs, and Hope Bernstein of 2140 W. Elizabeth Street, both addressed the board. Mr. Bruder explained the issue with this property is visibility. There are multiple trees on ZONING BOARD OF APPEALS MEETING MINUTES Zoning Board of Appeals Page 2 May 14, 2020 site that they do not want to remove, while trying to ensure the signs are visible to the traffic on Elizabeth. The monument sign will be kept, they will just be changing the panels to reflect this business. Vice Chair LaMastra noted the current monument sign appears to be for 2 businesses. Asked the applicant if they will be just replacing the upper panel or both panels. Mr. Bruder replied they will only be replacing the top panel for their business, not both halves. Boardmember Lawton inquired if the signage proposed here is similar to the other Dutch Bros. locations in town. Mr. Bruder confirmed they are similar. Audience Participation: (none) Board Discussion: Boardmember Stockover stated he is in support. The King Soopers across the street allows this to work as a commercial area. This is a reasonable request. Boardmember Lawton agreed, this works within the retail character of the area. Boardmember Shuff agreed, based on the location of the shopping center this is very fitting. Vice Chair LaMastra acknowledged the constraints for how logos are proportioned. In reviewing these elevations, these signs are well proportioned and the context of this area supports this variance. Boardmember Meyer pointed out a specific pine tree, stating the placement is unfortunate for viewing the sign. He appreciates the applicant is keeping the tree and will support this variance. Chair Shields stated the improvements are a welcome addition to the corner. Boardmember Stockover made a motion, seconded by Shields, to approve ZBA200011 stating the modification of standard will not be detrimental to the public good and the proposal as submitted will not diverge from the standard of the Land Use Code except in a nominal and inconsequential way when considered in the context of the neighborhood and will continue to advance the purpose of the Land Use Code as contained in Section 1.2.2 with the following findings: the property is connected to the other commercial uses not only on that corner as well as the King Soopers across the street and the restaurant to the east. Yeas: Meyer, Shuff, LaMastra, Shields, Stockover and Lawton. Nays: none. THE MOTION CARRIED, THE ITEM WAS APPROVED. 2. APPEAL ZBA200012 – APPROVED Address: 137 Lyons St. Owner: Ellingson/Reed Revocable Trust Petitioner: Aaron R. Ellingson Zoning District: N-C-L Code Section: 4.7(E)(2) Project Description: This is a request for a covered front porch to encroach 7 feet into the required 15 foot front setback. Staff Presentation: Beals showed slides relevant to the appeal and discussed the variance request, noting this property is at the corner of a public alley and Lyons Street. There is an existing raised porch with stairs and the owner would like to cover the porch and increase the footprint to the north and south and slightly to the east (toward the front setback). The existing porch already encroaches into the front setback and with this proposal would increase one more foot into the setback for a total of 7 feet. Applicant Presentation: Aaron Ellingson, 137 Lyons Street, addressed the board. He explained the increased 1 foot encroachment into the front setback is only for the post footers to support the overhang. This will avoid the supports resting on the current porch. The porch will not be enclosed, it will be covered with a railing. To the north and south the additional encroachment is only for the roof overhang. The porch itself is the exact same footprint. This porch will bring the property in line with the historical character of the house and surrounding neighborhood. The front wall of the house is already 6 inches into the front setback and does not allow them much extra space in the front. They have also had accidents on the porch due to ice and snow and the cover will help eliminate that problem. Audience Participation: Zoning Board of Appeals Page 3 May 14, 2020 Beals received an email correspondence and read it aloud. The correspondence was from a neighbor Greg Smith, 134 Lyons Street, in support of the variance who looks forward to seeing the completed porch and believes it will be a great addition to the neighborhood. Boardmember Stockover liked the design and will be in support. Boardmember Lawton appreciates the safety aspect and the design and will be in support. Boardmember Shuff mentioned the contextual setback of the neighboring house. This will be in line and he will be in support. Vice Chair LaMastra agreed. It is important to have front porches facing the community and she’ll be in support. Boardmember Meyer appreciates the applicant’s sensitivity to the neighborhood context and will be in support. Chair Shields agreed with all comments. There is already an existing porch, adding the cover will be a nice addition aesthetically and historically. Board Discussion: Boardmember Stockover made a motion, seconded by Shields, to approve ZBA200012 stating the modification of standard will not be detrimental to the public good and the proposal as submitted will not diverge from the standard of the Land Use Code except in a nominal and inconsequential way when considered in the context of the neighborhood and will continue to advance the purpose of the Land Use Code as contained in Section 1.2.2 with the following findings: it is a covered porch, not an enclosed porch and is only increasing the footprint one foot from what is existing and the front property line is set back 5 feet from the public sidewalk so it is farther back than it appears. Yeas: Meyer, Shuff, LaMastra, Shields, Stockover and Lawton. Nays: none. THE MOTION CARRIED, THE ITEM WAS APPROVED. 3. APPEAL ZBA200014 – APPROVED Address: 162 S. College Ave. Owner: 110 East Oak, LLC Petitioner: Michele Pullaro Zoning District: D Code Section: 3.8.7.2(D) Project Description: This is a request to place a secondary fin sign an additional 4 feet away from and to the side of the entrance, the maximum allowed distance away is 3 feet above the entrance. Staff Presentation: Beals showed slides relevant to the appeal and discussed the variance request, noting this is a corner property on College Avenue and East Oak Street. There is a roof awning right above the entrance and there are windows located on either side of the door which limit sign placement. When walking down the street, pedestrians cannot see the business sign that is flush against the building, the owner would prefer an additional fin sign. Applicant Presentation: Dan Seese of 3830 Capital Drive, and Michele Pullaro of 162 S. College Ave, addressed the board. The distance from the door is actually an additional 4 feet, 2 inches from the entrance. Ms. Pullaro stated she opened the business in October 2019 and since then she often receives comments that people didn’t know the business was there. She’s hoping the fin sign will help grow her business. Audience Participation: (none) Board Discussion: Boardmember Lawton stated this is a reasonable request. Many other signs on this street are comparable, visibility of a sign is important. Boardmember Shuff agreed, this proposal works with the existing constraints on the building. The sign is still in proximity of the entrance and works with the façade. Zoning Board of Appeals Page 4 May 14, 2020 Vice Chair LaMastra stated it is functionally impossible to adhere to code in this case due to the façade of the building. This is how people shop in downtown, foot traffic from pedestrians seeing the tenant signs. It would be unreasonable to deny this request. Boardmember Meyer agreed with all comments. The proposal is well within reason. Boardmember Stockover has concerns regarding the sign code in general. However, there is no reason to deny this request. Boardmember Stockover made a motion, seconded by Shields, to approve ZBA200014 stating the modification of standard will not be detrimental to the public good and the proposal as submitted will not diverge from the standard of the Land Use Code except in a nominal and inconsequential way when considered in the context of the neighborhood and will continue to advance the purpose of the Land Use Code as contained in Section 1.2.2 with the following findings: the existing conditions limit the ability to comply with standards, a similar sign exists on the other tenant entrance and this is a corner unit right next to the street so it will not be crowding any signs to the south. Yeas: Meyer, Shuff, LaMastra, Shields, Stockover and Lawton. Nays: none. THE MOTION CARRIED, THE ITEM WAS APPROVED. 4. APPEAL ZBA200015 – APPROVED Address: 300 S. Whitcomb St. Owner: Thomas & Susan Viney Petitioner: Jeffrey J. Schneider Zoning District: N-C-M Code Section: 4.8(E)(3); 4.8(E)(4) Project Description: This is a request for a 240 square foot detached accessory structure to encroach 12 feet into the 15 foot rear setback and 2 feet into the 5 foot side setback. Staff Presentation: Beals showed slides relevant to the appeal and discussed the variance request, noting this property is on the corner of S. Whitcomb and W. Olive. This is a smaller parcel size than the neighbors to the south. The property to the south has a garage right on the property line and the property to the east also has a shed on the property line. Both structures encroach in their own setbacks. The proposal today is to build a garage 3 feet from the east property line and 3 feet from the south property line. There was a garage present at this location in recent history. The previous owner demolished the one car garage due to safety concerns and the current owner had just purchased the property this year. The previous garage was on the property line, the proposal is three feet from the property line. They would continue to use the same driveway and curb cut that is already present. The neighboring properties to the east and south are both sharing side property lines. The proposed garage is one story in height. Boardmember Meyer noted this district is N-C-M, confirmed by Beals. Applicant Presentation: Jeffrey Schneider of 375 E Horsetooth Road, and Susan Viney of 300S. Whitcomb Street, addressed the board. Mr. Schneider doesn’t have anything to add at this time. Vice Chair LaMastra asked about the elevations of the property. Mr. Schneider explained this would be a simple single story with a gable roof to match the neighborhood. The owner didn’t want to spend money on plans if this variance was not approved by the board. Unfortunately, the previous owner removed the previous garage including the foundation. The roof pitch would be similar to the house which is about an 8/12 pitch. It would comply with Land Use Code and building guidelines. Audience Participation: (none) Board Discussion: Boardmember Stockover stated this is a common request. This should be a nice fit and promotes keeping the rest of the property as open as possible. Boardmember Lawton appreciates the owner providing some setback since there was no setback previously. They do like to see elevations, but he understands that will be reviewed separately. He will be in support. Zoning Board of Appeals Page 5 May 14, 2020 Boardmember Shuff agreed with comments. Placement seems good, this is a straightforward request. Vice Chair LaMastra stated they would need some encroachment to make a garage work on this property. She does have a concern regarding the pitch on the gable, there could be a fair amount of shading to the adjacent property. Since the neighbor already has a shed in that corner it will not have as great of an impact. She will be in support. Boardmember Meyer stated this is a reasonable request. Chair Shields agreed, this also abuts side property lines for less impact. They also received a letter in support for this project. Boardmember Stockover made a motion, seconded by Shields, to approve ZBA200015 stating the modification of standard will not be detrimental to the public good and the proposal as submitted will not diverge from the standard of the Land Use Code except in a nominal and inconsequential way when considered in the context of the neighborhood and will continue to advance the purpose of the Land Use Code as contained in Section 1.2.2 with the following findings: the original accessory structure existed in the same location, the propose structure is 1-story building and will align with the existing curb-cut, the abutting properties also have encroaching accessory structures immediately adjacent to the proposed structure, and the east property is considered a side property line for the abutting neighbor. Yeas: Meyer, Shuff, LaMastra, Shields, Stockover and Lawton. Nays: none. THE MOTION CARRIED, THE ITEM WAS APPROVED. **Boardmember Shuff recused himself for the next item due to a conflict of interest.** 5. APPEAL ZBA200016 – APPROVED Address: 1205 W. Mountain Ave. Owner: Edward & Michele Smithwick Petitioner: Heidi Shuff Zoning District: N-C-L Code Section: 4.7(E)(3);4.7(D)(5); 4.7(D)(3) Project Description: This request is for variances to build two accessory buildings. One accessory building with habitable space that exceeds the allowable floor area by 72sf, the maximum is 600sf, and it encroaches 10 feet into the rear-yard setback. The second accessory building exceeds the allowable floor area in the rear half of the property by 117sf and encroaches 10 feet into the rear-yard setback. Staff Presentation: Beals showed slides relevant to the appeal and discussed the variance request, noting this property is on the corner of W. Mountain Ave. and Scott Ave. There is an existing garage on the rear half of the property. That garage would be demolished if this variance is approved. The new garage would be in approximately the same location as the existing garage. The property line to the south is a rear setback for the property in question and a side setback for the neighboring property. The second structure being proposed is a 288 square foot shed and that proposal puts this project 117 square feet over the allowable floor area in the rear half. The garage is 1.5 stories in height with an enclosed staircase and a bedroom in the loft above. The shed is one story. There is a large pine tree on the property line to the south. Applicant Presentation: Heidi Shuff with Studio S Architecture, and Edward Smithwick of 1205 W. Mountain Avenue, addressed the board. The owners have been in this neighborhood for 14 years and have made gradual improvements to their house over the years to match the aesthetics of the neighborhood. Their goal is to protect their cars and have someplace for their family to stay when visiting. The space above the garage is larger because they would like the stairs to be enclosed for weather conditions. The shed space is intended to hold the items in the existing 2 car garage now. Then they can park cars in the first floor of the new garage. Ms. Shuff recognizes that it sounds like a lot of variance requests, but looking at the existing situation and lot this is the best solution. The rear yard setback is nominal and inconsequential since this is a corner lot. The existing garage already sits 5 feet from the rear property line, they are not changing the condition. They are also keeping the low eave height along the property line. The property is a double lot, 100 feet wide, where typically they are usually 35-50 feet wide. Due to the existing front Zoning Board of Appeals Page 6 May 14, 2020 setback of 29 feet versus the standard 15 feet, they would only be left with 2.5 feet between the house and garage if the garage was located at the required 15 foot setback. This would leave the extra 15 feet behind the garage unusable. There is an existing patio to the southeast of the home which would be unusable at that point because it would need to be driveway. The proposed detached garage would be the best placement for the property and existing curb cut. The proposed garage is 672 square feet. Since the lot is quite large, the garage is only 5.2% of the total lot area. Also, the additional area is to the west side of the proposed garage, so it only adds to the length of the structure, not the overall mass. There is an existing shed that is about 8x10 feet in the southwest corner of the lot. The shed is currently placed 1 foot from the west and south property lines, that shed would be removed and the new shed will be 5 feet from both property lines. The shed placement is as far south as possible to maintain the existing tree without causing damage. The shed would be fairly blocked from the west and south neighbors, making the eave height variance nominal and inconsequential. There is a hardship created by the existing house as it’s placed 29 feet from the front property line, therefore 782 square feet of the home is located on the rear half. They are still well within the allowed square footage for the entire lot. Boardmember Stockover asked for more details on the shed. Mr. Smithwick stated the shed was present prior to their purchase of the home 14 years ago. It is on some type of concrete pad. Boardmember Lawton wanted to know the size of the shed and what it currently contains. Mr. Smithwick stated it is approximately 8 feet by 10 feet and it contains wheelbarrows and gardening tools. Vice Chair LaMastra asked for the general use of the lawn are to the west and south of the primary building. Mr. Smithwick confirmed that is the backyard open space where they spend time in the yard as a family. The patio area faces Scott Ave and is behind a fence that will be replaced. Chair Shields asked for a clarification on the garage square footage. The ceiling of the garage loft is under 7.5 feet, so the 2P nd P floor square footage is not counted toward the square footage of the building. Audience Participation: (none) Board Discussion: Boardmember Stockover has no concerns with the garage. The design fits the area and is using the existing curb cut. The current shed will be about the same size as the garage and placed 5 feet from the setback so it will be right against the tree. The shed seems big for the space, but it’s tucked away from everyone except the neighbors who have not shown any opposition. Ms. Shuff clarified the existing shed is 8x10 and the proposed shed is 18x16. They are adding 6 feet to the depth and shifting it 4 feet to the north. The homeowner field measured the drip line of the existing tree to ensure they are outside that area. The shed will be further south from the existing north wall of the garage. The neighbor to the south will gain about 10 feet of wall, but the building will be 4 feet further from their property line. Mr. Smithwick has spoken with the neighbor regarding their plans, the neighbor is supportive. There will be no windows facing down into their yard. Boardmember Lawton asked about the correspondence received in the packet and who that is from. Beals read the correspondence from Mike Ryan, he is in support of the variance. Mr. Smithwick is not sure who that is, does not recognize the name. Lawton thinks the garage placement is good. The shed circumstance is relatively self-imposed so he is undecided on the shed. Vice Chair LaMastra stated she has no issues with the garage and covering the stair access makes sense for a guest room. She would not expect the applicant to remove an outdoor space and place a structure that close to the primary building. LaMastra doesn’t have any issues with how the shed will impact the neighbors or the length of wall along the rear property line. The property to the south is their side lot line, which would potentially be facing the side of a house with the same view. She understands it could be located somewhere else on the site, but the way the house is positioned centrally in the lot, that would sever the usable outdoor space. The floor area is a hardship with the location of the house being set so far back from the front lot line. The shed is large and accommodating the extra 117 square feet seems nominal. LaMastra would be open to a compromise of granting a variance for the setback but not the floor area, so the shed would be a slightly smaller structure. Boardmember Meyer agreed the garage makes sense, the shed is questionable. He is surprised by the size, but there are no neighbor complaints. Zoning Board of Appeals Page 7 May 14, 2020 Chair Shields allowed Mr. Smithwick to address the board again. Mr. Smithwick stated he did reduce the size of the shed by 80% from the current garage space. They have a large number of bicycles, plus a snowblower, lawn mower, and other items. Chair Shields stated the garage makes sense. The size is very large for a shed, but he doesn’t see it affecting the neighboring properties. Boardmember Stockover asked the applicant about the rainwater runoff. Mr. Smithwick confirmed the area between the shed and the back of the existing garage is garden area and it would remain. Stockover asked if they have any drainage issues and if the lot is sloped. Mr. Smithwick confirmed the lot is flat and there is no puddling. Ms. Shuff stated they do not currently have a survey of the elevation grades. Their proposal is to have the drainage from the roof move to Scott Ave. From the south side of the structure that should be doable, in the absence of a survey it’s hard to know for sure. Water from the north side of the shed will drain to the main part of the yard. Boardmember Stockover stated nobody except the neighbors will know this variance is there. He will be in support of both structures. Vice Chair LaMastra asked if they would still be struggling with the size of the shed if the rear lot floor area ratio was not a concern. Discussion regarding the location of the lot lines and the map images. Ms. Shuff explained the accessor’s lot lines and how it was measured. Discussion between Beals, Ms. Shuff and boardmembers on the lot lines showed on the map image. If the front property line is off, then the ratios of the rear half of the lot will be affected. If the house is closer to the front property line, then there is less of an impact on the rear half allowable square footage. Boardmember Lawton stated another option might have been to add more floor area to the garage and then there is no need for the large shed. Boardmember Stockover made a motion, seconded by Shields, to approve ZBA200016 stating the modification of standard will not be detrimental to the public good and the proposal as submitted will not diverge from the standard of the Land Use Code except in a nominal and inconsequential way when considered in the context of the neighborhood and will continue to advance the purpose of the Land Use Code as contained in Section 1.2.2 with the following findings: there is an existing garage in the approximate location proposed, the proposed wall that faces the south property line is one story in height with a small dormer on the roof, the abutting property is only required a 5 foot setback from the shared property line, the proposed structure does not exceed the allowable floor area for the overall lot. Regarding the shed, there is an existing shed that will be replaced with a larger shed, the shed will be shielded from the west by the west neighbor’s shed so as not to impose on the neighbor to the west, the shed will not impose any shading to the neighbor to the south, and there is no neighborhood opposition to either the shed or garage. Yeas: Meyer, LaMastra, Shields, Stockover and Lawton. Nays: none. THE MOTION CARRIED, THE ITEM WAS APPROVED. **Secretary’s Note, the board took a 5 minute break** 6. APPEAL ZBA200017– APPROVED Address: 2510 Falcon Dr. Owner/Petitioner: Brandy Hodgson Zoning District: U-E Code Section: 4.2(D)(2)(c&d) Project Description: This is a request for two accessory structures to encroach into the side and rear yard setbacks. Accessory structure number one is requesting to encroach 3 feet into the required 25 foot rear yard setback and to encroach 7 feet into the required 20 foot side yard setback. Accessory structure number two is requesting to encroach 19 feet into the required 25 foot rear yard setback. Staff Presentation: Beals showed slides relevant to the appeal and discussed the variance request, noting on a map the location of the property line and the additional dedicated right of way. The two structures that are being proposed, are both sheds that will encroach into the setbacks. Minimum lot size in this district is at least half an acre. There are other accessory structures and a propane tank in the area. This property was annexed into the city, some structures were established while the property was still in the county. Zoning Board of Appeals Page 8 May 14, 2020 Vice Chair LaMastra asked about the additional dedicated right of way. Beals explained the lot was not replatted, it was a dedicated by a legal description when this property became part of the city. Discussion regarding the location of public right of way versus division of a lot. The owner still owns both sides of the public right of way, the applicant can clarify further. Chair Shields asked if there are any sight line issues and if there is a need for engineering to be involved. Beals explained there are no issues that he knows of, engineering was not consulted on this variance. Staff Havelda disclosed that during the staff presentation she realized the applicants are her neighbors and their children sometimes play together. She does not believe this falls under Article 9 Section 4 of the charter because she does not have a personal or financial interest in the variance, but she would like this noted on the record. No boardmembers voiced their opposition in Havelda being involved in this item. Havelda remained for legal advice. Applicant Presentation: Brandy Hodgson and Arthur Judson, 2510 Falcon Drive, addressed the board. Ms. Hodgson stated the larger area including the right of way is what they were assessed on and what they pay taxes on. The dirt road goes through their property. There was talk at one point about developing the road, but they were told it would be too costly especially since it does not access that many properties. They also own the property south and east of Falcon Drive. They would like to maintain the land and keep it inline with the neighborhood’s rural feel. The shrubbery that was recently trimmed was an invasive non-native plant. They are replacing it with native plants. Originally, they had measured the setbacks from the property line and thought they had plenty of space. Afterwards, they learned they needed to measure from the right of way. There is also a utility right of way with the powerlines that go through their land. They understand the city will eventually put that underground and they will not impede that process. There are no sight line issue and there are not many residents along this road. They did speak to the neighbors regarding the setbacks. The neighbors to the west and southwest have both given verbal support. One neighbor said they would email the board and one will try to attend the hearing today. There is one additional neighbor that voiced concerns that don’t involve the setback but involve other things that they need to discuss with her separately. Chair Shields asked about the location of the sheds. Ms. Hodgson explained they have not used that part of their land in the past due to growth and a barb wire fence. Since removing the fence and plants they hope to use that area as more of a lawn space with the 2 sheds placed to help provide privacy from the road. They could not go further north because of a flood plain. This proposal was the best for the use of space and for the neighbors. Audience Participation: Mike Robinson, 2921 Moore Lane, addressed the board. He has lived in this neighborhood for 40 years. Some of the steps regarding right of ways in the past were not filed or were not filed correctly. The neighborhood is a mismatch of right of ways and property lines. Prior to the current owners, this property had a dilapidated house that was knocked down. These owners have improved the property. Mr. Robinson did share a concern with Ms. Hodgson regarding any doors on the south side of the southern most shed. They have three young children and other children come visit. Trash trucks and other traffic sometimes move too quickly along the dirt road and he was concerned for the safety of the children coming in and out of the shed. Ms. Hodgson did state they plan to have a fence along the road. Mr. Robinson is in support of the variance at this point. Elizabeth Bauer, 2901 Moore Lane, addressed the board. She is not for or against the proposal. Her main concern is regarding the sewer line that they have been working to bring to Moore Lane. There is a connection with the city sewer to the north and there is a manhole located on Ms. Bauer’s property. The original contractor they hired for this project went out of business and the city will be helping with the construction in the future. The timeline was originally scheduled for this fall, but given current events they are no longer sure when this will occur. Part of the reason the contractor lost money is this area requires a lot of dewatering, the water table is around 4 feet below the surface. There are 2 water lines located in this corner where the sheds will be located. The previous contractor started boring at this corner but it failed because the soil is unstable. When this does get constructed there will be large equipment needed on site. A right of way of 60 feet looks adequate, but the contractor was told he might have to dig up the water lines and there may be addition construction needed in this area. There is a propane tank in Moore Lane right of way. There is also a water line Zoning Board of Appeals Page 9 May 14, 2020 close to the propane tank and the buildings have to be situated about 25 feet from the tank and could possibly need their own additional buffer. There are also issues of trash trucks or other vehicles straying off the road in the winter and the propane tank and other structures need additional space. Beals read correspondence received from neighbors, Rick and Linda Voss, 2905 Moore Lane. They have no problem with the variance request, it will not impede flow of traffic. All designs fit in with the neighborhood. Vice Chair LaMastra inquired about the letter that Ms. Bauer submitted, requesting to see the plans. She also asked about the setback from the propane tank and if it was within the right of way. Beals confirmed there would be follow up with the building department to ensure the propane tank is properly permitted and the sheds are the proper distance from that propane tank. If additional space is needed for construction, the contractor would need to have a temporary construction easement onto the property. Any utility provider that needs additional room for construction would have to negotiate that with the property owner directly. Boardmember Meyer requested clarification on the exact setbacks. Beals explained the setbacks are 20 feet along the south property line and 25 feet along the west property line. Meyer asked the applicant what is keeping them from pushing the sheds further into the property to not encroach in the setbacks. Ms. Hodgson explained if they avoided the setbacks it would place the sheds in the middle of the yard where their kids play. The building is already 50 feet from the street plus another 20 feet resulting in 70 feet behind the shed that would be unusable. It feels like a hardship to pay for so much land that is being used as a buffer for a road that will most likely never be developed. They don’t want to build in the right of way, they just want the right of way to be accounted for. Boardmember Shuff is not concerned with the western shed, there is already a buffer. He is concerned with the southern shed’s proximity to Falcon Dr. The 22 foot distance might seem abundant but in this context it’s fairly close. He appreciates the hardship being stated, but would like further discussion regarding the proximity to Falcon Dr. Ms. Hodgson replied the minimum requirement is 20 feet so they have 2 extra feet of space. They are also planning to put a fence on Falcon Dr. Vice Chair LaMastra asked for further explanation regarding where the propane tank is on the site plan. Ms. Hodgson explained on the current slide where it is located, also stating when they had to replace the propane tank, they knew they had a utility right of way. The person consulted advised them to place the propane tank at least 6 feet clear of the powerlines. Also, due to the size of the propane tank, it is required to be at least 25 feet from a building, which is the case in this proposal. They are planning to put in a fence there as well after all the construction. Boardmember Lawton asked about the building uses, stating the application paperwork indicated one will be a garage and one will be a shed. For the garage, is there currently access from the road? Mr. Judson replied the building furthest south is the garage, with a garage door, but will be used for a woodworking shop. They keep evolving their plans as they go through this process. The buildings will also be used for crafts, and to store bikes and other items. Both buildings are single story, shed style roofs with a maximum height of 10 feet. Ms. Hodgson stated she appreciated Ms. Bauer’s concern about the setbacks. She acknowledges the sewer project has been frustrating but believes their proposal will still provide ample space for future work in this area. They want to improve the neighborhood, they enjoy living here. Ms Bauer replied her only concern is the tank might be in the right of way. She wants the owners to do what they want with their own property but would like to ensure the proper steps are taken. Board Discussion: Boardmember Stockover stated he is familiar with the area and he will be in support of this variance. He does not see this as area that will be more developed in the future. Acknowledged the water table issue, but 60 feet is a lot of room to work with. Being annexed into the city can create hardships. Boardmember Lawton will also be in support. The owners have showed their care for the land and willingness to make improvements. This is a complicated situation for set backs and right of ways, but this is a good use for the space. Boardmember Shuff stated shifting the buildings north slightly would not impact their use and is not sure there is a hardship present. Zoning Board of Appeals Page 10 May 14, 2020 Vice Chair LaMastra brought up the U-E zone, stating the likelihood of this area developing is low. Would like verification that the propane tank is outside of the public right of way and the buildings are adhering to the appropriate setbacks. She will be in support of the variance though. Chair Shields asked staff if the building department will be addressing the propane tank. Beals confirmed that the building department will follow up and ensure there is a permit and the proper setbacks are in place. Boardmember Meyer appreciated the applicant’s thoughtfulness to capture the essence of the setbacks while balancing the circumstance of the property. He will be in support Chair Shields will also be in support. The locations make sense for the layout of the lot. Shields agreed with Shuff that it could be pushed further in, but he is okay with the 21 foot setback. Boardmember Stockover made a motion, seconded by Shields, to approve ZBA200017 stating the modification of standard will not be detrimental to the public good and the proposal as submitted will not diverge from the standard of the Land Use Code except in a nominal and inconsequential way when considered in the context of the neighborhood and will continue to advance the purpose of the Land Use Code as contained in Section 1.2.2 with the following findings: the reduced setback is to a street with low traffic and no future plans to be improved, the applicant owns the land on both sides of the street resulting in an effective setback to the south abutting neighbor, and the west property line abuts a public road that only provides access to three other properties. Yeas: Meyer, Shuff, LaMastra, Shields, Stockover and Lawton. Nays: none. THE MOTION CARRIED, THE ITEM WAS APPROVED. • OTHER BUSINESS • ADJOURNMENT Ralph Shields, Chairperson Noah Beals, Senior City Planner-Zoning Agenda Item 1 Item # 1 - Page 1 STAFF REPORT June 11, 2020 STAFF Noah Beals, Senior City Planner/Zoning PROJECT ZBA200018 PROJECT DESCRIPTION Address: 806 W. Mulberry St. Petitioner/Owner: Kevin Dewlen Zoning District: N-C-M Code Section: 4.8(D)(3) Variance Request: This is a request to exceed the maximum rear floor area by 266.5 square feet. The allowed rear floor area is 907.5 square feet. Of the proposed 345 square foot addition, 112 square feet is located in the rear half. The other 154.5 square feet was previously approved by ZBA190039 COMMENTS: 1. UBackground:U The property was platted and annexed into the City in approximately 1887. The original platted lot included the parcel to the east. At some point in time the original platted lot was divided into two parcels. The primary structure on the east parcel was constructed in 1910 and is addressed from Grant. The primary structure on the subject parcel was constructed in 1939. It is unclear the number of changes to the primary structure that may have occurred. However, a variance was granted last year to allow an accessary detached garaged/carport to be built on the property. The property faces and is addressed from Mulberry Street. This makes the front setback along the south property line and the rear setback along the north property line. The front and back half is split along the short end of the rectangle shaped parcel, resulting in a larger portion of the primary existing in the rear half. This configuration creates a shallow parcel. 2. UApplicant’s statement of justification:U See petitioner’s letter. 3. UStaff Conclusion and Findings:U Under Section 2.10.4(H), staff recommends approval and finds that: • The variance is not detrimental to the public good. • The addition does not exceed the allowable floor area for the lot overall. • The subdivision resulted in a shallow parcel. • The existing primary structure encroaches into the front setback. Therefore, the variance request will not diverge from the standard but in a nominal, inconsequential way, when considered in the context of the neighborhood, and will continue to advance the purpose of the Land Use Code as contained in Section 1.2.2 and a strict application of the standard results in exceptional practical difficulty caused by the exceptional physical conditions unique to the property not caused by the act or omission of the applicant. 4. URecommendation: Staff recommends approval of APPEAL ZBA200018. From: Noah Beals To: Jennifer Luther Cc: Kacee Scheidenhelm Subject: FW: [EXTERNAL] Appeal ZBA200018 806 W Mulberry St Date: Tuesday, June 9, 2020 12:31:19 PM -----Original Message----- From: Patrick Crossland <patrickjcrossland@gmail.com> Sent: Tuesday, June 9, 2020 11:36 AM To: Noah Beals <nbeals@fcgov.com> Subject: [EXTERNAL] Appeal ZBA200018 806 W Mulberry St Hello, I write to show my support for my neighbor at 806 W Mulberry Street. My wife and I live to the east of this address. I’ve seen how much Kevin does to improve this property, which also improves block that we share with him. I’m grateful to have a neighbor who takes such great care of his home. I support his request to exceed the maximum rear floor area by 266.5 feet and any additional request he has made pertaining to this matter. If you have questions feel free to call me at 970-222-2979. Thank you, Patrick and Shalynn Crossland Sent from my iPhone Agenda Item 2 Item # 2 - Page 1 STAFF REPORT June 11, 2020 STAFF Noah Beals, Senior City Planner/Zoning PROJECT ZBA200019 PROJECT DESCRIPTION Address: 2524 W. Plum St. Petitioner/Owner: Adam Musielewicz Zoning District: R-L Code Section: 4.4(D)(2)(c); 4.4(D)(2)(d) Variance Request: This is a request to build an accessory structure (yurt) in the rear and street side setbacks. The proposed location is 6 feet from the rear (north) property line which is encroaching 9 feet into the required 15 foot rear setback and 8 feet from the street side (west) property line which is encroaching 7 feet into the required street side setback. COMMENTS: 1. UBackground:U The property was annexed into the City in 1970 and later platted as part of the Overland subdivision in 1978. The original primary structure was also constructed in 1978. Structures either over 8 feet in height or over 120 square feet require a building permit. Such structures are then required to meet the Zone district setbacks. The proposed structure is 9 feet 9 inches in height at the tallest point and 155 square feet in size. Additionally, certain play structures do not require a permit such as a trampoline. In the past a trampoline has been located in the approximate location for the proposed yurt. 2. UApplicant’s statement of justification:U See petitioner’s letter. 3. UStaff Conclusion and Findings:U Under Section 2.10.4(H), staff recommends approval and finds that: • The variance is not detrimental to the public good. • The proposed structure is 9 feet 9 inches in height at the tallest point. • The proposed structure is 155 square feet in size. • There is a 6 foot tall fence delineating the north property line. • There is a significant sized evergreen tree on the property to the north limiting any view of the proposed structure. • The yurt is similar in size to the trampoline that existed in approximately the same location. Therefore, the variance request will not diverge from the standard but in a nominal, inconsequential way, when considered in the context of the neighborhood, and will continue to advance the purpose of the Land Use Code as contained in Section 1.2.2. 4. URecommendation: Staff recommends approval of APPEAL ZBA200019. UWritten statement explaining reason for requesting variance: We would like to erect at 14’ diameter yurt (155sq ft and 9’9” tall) in our backyard. This additional space will allow us to complete our at-home work requirements, as well as provide supplementary recreational space for our two boys, ages 11 and 2. One parent is working full time from home and with COVID-19 regulations the other parent is in growing need of this private office space. The yurt will be used for several uses: primary home office for both working parents, children’s playhouse, and yoga/meditation space. We feel that 14’ is of adequate size to accommodate these uses without dominating the yard or impending neighboring views. The best location in our yard is in the Northwest corner of the plot. In this section of the yard there is enough openness to accommodate the space without running into impractical options found at other locations in the yard. For instance, on the due west side of the house, there is a large stump (circled in yellow in the attachment - Google Earth Screenshot 2524 W. Plum St.) that prevents use in this area. Several trees on the property became diseased and unfortunately had to be cut down prior to our ownership of the property. Other locations such as directly behind the house, are too close in proximity to the house itself. Simply, there are no other practical spaces to erect a yurt without either infringing upon existing set-backs or creating potential safety hazards in close proximity to our house. We are writing to request then locating the yurt in the Northwest corner of the property, requesting an exemption from the 15ft set-back on the Westside of the property (to 10ft) as well as the 15ft set-back on the Northside of the property (to 5ft). Please see attachments: Proposed Yurt Location - Northside Set-Back Request and Proposed Yurt Location - Westside Set-Back Request for reference. As a consideration, the neighboring property to the north has several large pine trees (30ft high or so), that provide ample privacy between the lots. Thank you for your consideration of this request. Sincerely, Adam Musielewicz 2524 W. Plum St. STANDARD FEATURES - ALL MODELS Patented All rights reserved LATTICE WALL: Expandable, clear, kiln dried, Douglas fir lath. Finished with a wood penetrating oil: assembled with aluminum rivets. Finished height is approx. 7'. 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TOP COVER: This flame retardant vinyl-laminate provides excellent durability, low maintenance and protection from the elements and includes a 10 year warranty. Overhead seams are electronically bonded together instead of being machine sewn and are impervious to moisture. Our optional premium top cover includes a 15 year warranty. Rain diverter included over every door. SIDE COVER: Side cover is an acrylic coated 100% polyester fabric that provides exceptional strength, durability and low maintenance; easy clip-on design. DETAILED INSTRUCTIONS for setting up. Suggested platform construction plans included. From tropical getaways to Alpine retreats, Pacific Yurts sets the highest standard for successfully adapting a legendary shelter into a modern, flexible, environmentally friendly living structure. Simply put, no one knows yurts like Pacific Yurts. As the original designer and manufacturer of the modern yurt, we have built an over 40-year track record of success and innovation. Our thousands of satisfied customers on nearly every continent are testament to our expertise, proven product performance and commitment to outstanding service. Pacific Yurts Inc. • 77456 Hwy. 99 • Cottage Grove, OR 97424 541.942.9435 • 1.800.944.0240 • Fax 541.942.0508 • info@yurts.com • www.yurts.com Pricing and Order Booklet Visit us at www.yurts.com Design and price your yurt with Yurt Builder 3D™ Dome Skylight Top Cover Optional Solar Arc Center Ring Rafters Tension Cable Window Lattice Wall Door & Frame Side Cover SIZES AVAILABLE Size Sq. Height Approx. Base Base (Diameter) Ft. At Center Shipping Weight Price 12' 115 9' 850 lb $5,825 Pacific Yurts Inc. • 541.942.9435 • 1.800.944.0240 • Fax 541.942.0508 • info@yurts.com 5/2020 PACIFIC YURTS ORDER FORM Name & Address _______________________________________ ____________________________________________________ ____________________________________________________ Phone & E-mail ________________________________________ Ship To ______________________________________________ ____________________________________________________ ____________________________________________________ Phone _______________________________________________ YURT DIAMETER q 12'- $5,825 q 14'- $6,520 q 16'- $7,025 q 20'- $8,700 q 24'- $9,965 q 30'- $12,350 SIDE COVER Color q Dark Linen q Forest Green q Terra Cotta q Olive q Other __________________ WINDOWS – includes two Additional Fabric Windows ___________ x $150 Each UV Web Frames ___________ x $50 Each Window Awning Frame ___________ x $175 Each Not available on 12' & 14' models Glass Window System ___________ x $1,035 Each Not available on 12' & 14' models Exterior Trim Color q Tan q White q Bronze TOP COVER – includes a Premium Top Cover q Tan q White q Gray q Dark Gray q 12' - $350 q 14' - $365 q 16' - $415 q 20' - $555 q 24' - $630 q 30' - $895 Door Awning $150 Each q 6 o’clock q 3 o’clock q 9 o’clock q 12 o’clock Solar Arc q 6 o’clock q 3 o’clock q 9 o’clock q 12 o’clock q 14' - $340 q 16' - $390 q 20' - $440 q 24' - $490 q 30' - $540 Water Catchment q 14' - $395 q 16' - $410 q 20' - $490 q 24' - $570 q 30' - $650 Perimeter Gutter System q White q Brown q 12' - $355 q 14' - $410 q 16' - $495 q 20' - $660 q 24' - $775 q 30' - $955 ROOF INSULATION q 12' - $395 q 14' - $475 q 16' - $625 q 20' - $860 q 24' - $1,220 q 30' - $1,745 WALL INSULATION q 12' - $740 q 14' - $810 q 16' - $865 q 20' - $1,035 q 24' - $1,240 q 30' - $1,605 INSULATED WINDOW COVERS ___________ x $40 Each DOOR q Window q Panel q Double Window - $100 q French - $420 q Fiberglass - $460 q French Fiberglass - $1,150 Additional Door & Frame q 3 o’clock q 9 o’clock q 12 o’clock q Window - $825 q Panel - $825 q Double Window - $925 q French - $1,245 q Fiberglass - $1,185 q French Fiberglass - $1,875 Screen Door q Std. - $340 q French - $375 Upgrade hardware ___________ x $70 Each Door Screen Curtain q Std. q French - $50 Deadbolt q With Locking Lever q With Passage Lever - $60 q Keypad Deadbolt - $140 SNOW & WIND OPTIONS Snow & Wind Kit - Standard Hardware q 12' or 14' - $420 q 16' - $495 q 20' - $660 q 24' - $790 q 30' - $940 Snow & Wind Kit - Stainless Steel Hardware Not available with 2x6 Upgrade or Alpine Package q 12' or 14' - $520 q 16' - $620 q 20' - $820 q 24' - $985 q 30' - $1,170 Perimeter Blocking (2x4 blocking between studs) Available only with Snow & Wind Kit q 12' - $75 q 14' - $90 q 16' - $105 q 20' - $135 q 24' - $150 q 30' - $180 2x6 Rafter/Ring/Hardware Upgrade Available only on the 20', 24' and 30' q 20' - $700 q 24' - $900 q 30' - $1,100 q Central Column - $1,215 Alpine Package (30' size only) Includes upgrades to: ring, rafters, door header, hardware & Central Column q 30' - $9,390 DOME OPTIONS Tinted Dome q $200 Dome Opener q $165 Center Ring Insert q Bug Screen q Shade Screen - $150 Dome Screen q Bug Screen q Shade Screen - $60 Fan Support q $65 Not recommended with Center Ring Insert STOVE FLASHING q $65 - Std. 8" opening q Other size __________________ PACKING & CRATING Yurt Crating q US & Canada - $400 q International - $475 Freight charges are not included Glass Window System 1-8 Windows q US & Canada - $150 q International - $200 TOTAL 50% DEPOSIT = (Recommended on 24' & 30' models) Upgrades in this section are available only with the Snow & Wind Kit. WINDOW AND DOOR PLACEMENT The diagram below (using a clock face) represents a door at 6:00. You can choose your own placement or choose from the following placements. Restrictions on placement: Windows must be placed 18" minimum from doors and 15" minimum from windows. Doors must be placed at quarter hour locations only. OPTION DESCRIPTION Additional Fabric Windows Windows can be added to provide additional light and ventilation. They are made of clear vinyl, framed in 2" marine grade velcro and include zippered weather flaps and sewn-in screens. Windows open from outside. Window Awning Frame Frame consists of an anodized aluminum framework to support the window flap. This creates an overhang allowing the windows to be left open for ventilation. Glass Window System Energy efficient glass window (48" wide x 39" tall) with fabric flange and curved wood frame, opens from inside. Includes trim kit. Not available on 12' and 14' models. Requires additional packing and crating charge. Premium Top Cover Made of the highest quality roofing material, with a 15 year material manufacturer’s warranty, this top is available in tan, white, gray or dark gray. Not for use with the solar arc. Door Awning This 5' x 6' piece of roofing fabric is welded over the door and has grommets installed along the three outer edges. When supported by a wood frame (not included), it provides a covered porch. Additional sizes are available. Solar Arc The solar arc is translucent vinyl roofing fabric integrated into the top cover in an arc shape that allows diffused light into the yurt (see photo in brochure). This option is not recommended for hot unshaded locations or where full insulation is required. It is available on the standard top cover only. Water Catchment The water catchment is a fabric gutter system which collects water run-off from the top cover and funnels it through downspouts into a storage tank. (Storage tank not included.) One downspout is included with the 14' and 16' yurts; 20', 24' and 30' yurts include two downspouts. (For non-potable water use.) Perimeter Gutter System Similar function to Water Catchment but utilizes rigid PVC and can be retrofit. Comes in approximate 6' sections. On site assembly required. Available in brown or white. continued on back page PACIFIC YURT OPTIONS List prices are FOB - Cottage Grove, Oregon. The National Motor Freight Classification for Yurts is: KD Houses or Buildings NOI - Wood, Item No. 38470 - Sub 2, Class 150. We suggest you call our office for additional shipping information. FOR DOMESTIC SHIPMENTS - We generally ship freight collect. Shipping PACIFIC YURT OPTIONS (continued) “Your company has always been and continues to be a pleasure to work with. I am amazed at the quality of the product you produce and the efforts you go to satisfy your customers.” – Kathryn L., Colorado “I chose Pacific Yurts because of their reputation, dependability of the company and excellent customer service.” – Laine S., Maine Thank you for your interest in Pacific Yurts. We hope to soon welcome you to our family of satisfied customers. If you have any questions or need additional information, please call us at 1.800.944.0240. Insulation Our seven layer reflective insulation is covered with an attractive fabric liner facing. Custom designed to match your window and door placement. It works by reflecting radiant heat in both directions, keeping the yurt warmer in the winter and cooler in the summer. Insulated Window Covers These covers are made of reflective insulation with a fabric liner facing to match the interior insulation. These covers will insulate your windows during the coldest times of the year and are easy to install and remove. Window Door Our standard door features a large window (acrylic) for added light. Panel Door also available with inset wood panels in the top and bottom, or choose a Double Window Door with acrylic windows in the top and bottom panels. French Doors French doors are double doors with the levers in the middle which provide more light, view and a wider opening. Available in wood or fiberglass on 16' or larger yurts. Fiberglass Door Ultra-durable insulated door with large double glazed window. Ideal for low maintenance requirements in the harshest environments. Additional Door & Frame Add a back or side entrance for easy access to decks, hot tub, etc. Available on 16' or larger yurts. Screen Door Beautiful solid wood screen door with self- closing hinges provides extra ventilation while keeping the bugs out. Upgrade Hardware for Screen Door This option upgrades the standard spring- loaded steel screen door hinges to solid brass butt hinges with bronze finish. Also included is a pneumatic door closer. Door Screen Curtain This screen attaches to the top of the door frame, is weighted at the bottom and overlaps in the middle for easy access. Works best with outward-opening door. Snow & Wind Kit The snow and wind kit consists of a vertical 12′, 14′ & 16′ Yurts The original manufacturer of the modern lattice wall yurt, the highest quality for over 35 years. Manufactured by Pacific Yurts Inc. • 77456 Hwy 99 S. • Cottage Grove, OR 97424 • (541) 942-9435 • www.yurts.com SET UP MANUAL The Original Modern YurtTM Dome Skylight Top Cover Optional Solar Skylight Arc Center Ring Rafters Tension Cable Window Lattice Wall Door & Frame Side Cover Artist's Conception © Pacific Yurts Inc. Have you done these important things? Please be sure you have done the following: ‰ The platform must be round and the same diameter as your yurt. ‰ The screw in the tip of each rafter should be installed to keep the rafter from lifting off the tension cable. (Page 8) ‰ The rafters over the door should be secured to the door header with the brackets provided. (Page 8) ‰ If the Snow & Wind Kit was purchased, screws need to be installed through the lattice wall into the back of each rafter support. (Page 12) ‰ After making sure the gap is 1”, be sure the cord in the grommet strip (under the valance) is securely tied to the last grommet on the top cover next to the door. (Page 24) ‰ The gap between the side cover and grommet strip on the top cover needs to be a consistent 1” before securing the bottom of the side cover to the platform. (Page 24) ‰ The cord that is laced through the grommets at the bottom of the top cover valance needs to be pulled as tight as possible, and secured at the door frame. (Page 28) ‰ If the dome opener is purchased it is extremely important to make sure the opener spindle is installed correctly to avoid breaking the dome skylight. (Page 30) ‰ When cleaning the dome skylight DO NOT USE glass cleaners! See care recommendations on page 48. ‰ Remember that this manual includes a care and maintenance section that should be referred to periodically. If you do not fully understand the set up process call us at 1-800-944-0240. The Yurt Set Up Manual Including Care & Maintenance 12′, 14′ & 16′ Yurts Pacific Yurts Inc. Recreational Living Structures Warning: Safety is very important in the assembly and use of yurts. Therefore, purchaser should read the manual thoroughly before starting assembly in order to avoid accidental injury. Welcome Aboard! We would like to take this opportunity to thank you for purchasing a Pacific Yurt and to welcome you to the growing Pacific Yurts’ family. Pacific Yurts was established in 1978 and is the original designer and manufacturer of the modern lattice wall yurt. Today Pacific Yurts Inc. enjoys an international reputation for successfully adapting this ancient shelter into a modern recreational living structure. We are committed to the highest quality in our materials and workmanship. Each yurt is made of select kiln dried, second growth Douglas fir and space age architectural fabrics. We are dedicated to earning your confidence by giving you the same professional quality and service we ourselves appreciate. We welcome your comments and suggestions. Count on us to be here for all your future needs. If after reading through this manual you have any questions about the installation of the yurt please call us at 800-944-0240. Enjoy your yurt! Sincerely, The Pacific Yurts’ Staff Manufactured by: Pacific Yurts Inc. • 77456 Hwy. 99 S • Cottage Grove, OR 97424 • 541-942-9435 • www.yurts.com Patented. All rights reserved. No part of this work covered by the copyright hereon may be reproduced or copied in any form or by any means – graphic, electronic, or mechanical, including photocopying, recording, or informational and retrieval systems – without written permission of Pacific Yurts Inc. ©2017, Pacific Yurts Inc. Set Up Manual for 12′, 14′, & 16′ Yurts v ©2017 Pacific Yurts Inc. List of Diagrams Typical Platform Elevation ..............................................................1 Diagram I: Door Cut-Out In Drip Edge .............................................3 Diagram II: Connecting The Lattice Wall To Door Frame .................5 Diagram III: Securing The Lattice Wall............................................5 Diagram IV: Raising the Center Ring ...............................................7 Diagram V: Ring-to-Rafter Brackets ...............................................9 Diagram VI: Securing Tension Cable ...............................................9 Diagram VII: Typical Section Through Yurt ...................................11 Diagram VIII: Perimeter Blocking .................................................13 Diagram IX: Installation Of Interior Bracing ..................................15 Diagram X: Additional Valance Lacing ..........................................15 Diagram XI: Unfolding Roof Insulation Liner .................................17 Diagram XII: Unfolding Custom 1/2 Roof Insulation Liner .............19 Diagram XIII: Unfolding Top Cover ................................................21 Diagram XIV: Top Cover Door Detail ..............................................21 Diagram XV: Wall Insulation Example ...........................................23 Diagram XVI: Roof to Wall Connection ..........................................25 Diagram XVII: Attaching Side Cover Clips .....................................25 Diagram XVIII: Side Cover Attachment At Door ...........................25 Diagram XIX: Securing The Side Cover .........................................27 Diagram XX: Rain Diverter Inserts ................................................29 Diagram XXI: Non-Opening Skylight .............................................31 Diagram XXII: Dome Opener Spindle ............................................32 Diagram XXIII: Opening Skylight ...................................................33 Diagram XXIV: Stovepipe Hole ......................................................35 Diagram XXV: Woodstove & Chimney Installation ........................36 Diagram XXVI: Gas Stove Installation ...........................................37 Diagram XXVII: Insulation Board Pattern ......................................39 Diagram XXVIII: Water Catchment System ...................................41 Diagram XXIX: Cable Tie-Down System ........................................43 Diagram XXX: Gutter Parts ...........................................................45 Diagram XXXI: Gutter Hanger Bracket ..........................................45 Diagram XXXII: Gutter Assembly ..................................................45 Set Up Manual for 12′, 14′, & 16′ Yurts vi ©2017 Pacific Yurts Inc. Tool List ‰ 8’-10’ step ladder (two) ‰ Blanket or pad (for protecting top cover while installing dome) ‰ Cable cutters (for trimming excess on safety cable) ‰ Electric drill (or cordless driver drill) with Phillips bit ‰ Hand saw (for cutting lattice for stovepipe) ‰ Knife (for cutting lacing cord) ‰ Level ‰ Masking tape ‰ Miter saw (for trimming rafter supports on Snow & Wind Kit) ‰ Phillips screwdriver ‰ Standard screwdriver ‰ Pliers (for crimping springs on dome opener if applicable) ‰ Sawzall or equivalent (for cutting door opening in drip edge) ‰ Sharp scissors ‰ Small crescent wrench ‰ Staple gun ‰ Baby powder (for top cover insulation only) ‰ Tape measure ‰ 1/4” hex driver (for Snow & Wind Kit only) Note: Remember the tools required may vary according to your platform height, options chosen and yurt size. Read entire manual before installation. Set Up Manual for 12′, 14′, & 16′ Yurts vii ©2017 Pacific Yurts Inc. Contents Tool List ...................................................... vi Site Location ............................................. viii Platform (Floor) Construction ................... viii Ready To Start .............................................2 Assembling the Framework .........................2 Lattice Wall ................................................................... 2 Door Frame ................................................................... 4 Adjusting & Securing The Lattice Wall ......................... 4 Tension Cable ............................................................... 4 Raising The Center Ring & Rafters ............................... 6 Securing Tension Cable ................................................ 8 Securing Rafters To Door Frame .................................. 8 Safety Cable ................................................................10 Wood Frame for Custom Curve Glass Window ............10 Snow & Wind Kit ..........................................................10 Perimeter Blocking ......................................................12 Snow And Wind Protection ..........................................14 Installing Insulation & Outer Covers .......... 16 Insulating The Yurt ......................................................16 Roof Insulation And Liner Facing .................................16 Custom 1/2 Roof Insulation .........................................18 Top Cover .................................................................... 20 Wall Insulation With Liner Facing ............................... 22 Side Cover................................................................... 24 Custom Curve Glass Window ..................................... 26 Top Cover Valance ...................................................... 28 Dome Skylight ...........................................30 Dome Skylight (Without Opener) ................................ 30 Dome Skylight (With Opener) ..................................... 30 Stovepipe Installation ................................34 Direct Vent Gas Stove Installation .............................. 35 Additional Insulation Information ..............38 Insulating The Roof With Insulation Board ................. 38 Floor Insulation ........................................................... 39 Additional Options .....................................40 Door Screen Curtain ................................................... 40 Center Ring Insert ....................................................... 40 Insulated Window Cover ............................................. 40 Removable Cable Tie-Down System .......................... 42 Perimeter Gutter System ............................................ 44 Care & Maintenance ..................................46 Vinyl Covers ................................................................ 46 100% Polyester Side Covers ...................................... 46 Stove ........................................................................... 46 Lattice Wall ..................................................................47 Adjusting The Door ......................................................47 Door & Door Frame ......................................................47 Dome Skylight And Door Window ............................... 48 Vinyl Windows ............................................................ 48 Glossary .....................................................49 Limited Warranty .......................................50 Epilogue ..................................................... 51 Set Up Manual for 12′, 14′, & 16′ Yurts viii ©2017 Pacific Yurts Inc. Site Location Being what we call a ‘soft’ structure, the yurt reacts more readily to climatic conditions than do ‘rigid’ structures, therefore, it is important to choose your site carefully and take into account prevailing wind patterns, overhead tree limbs, water runoff, etc. In general, the best site would be protected from the wind, would receive morning sun and afternoon shade and be free from overhead objects such as large dead tree limbs that could damage the yurt in heavy winds. Plan your entry so that the doorway is facing away from prevailing winds. We do not recommend setting up the yurt for extended periods without a platform (floor). However, if you do set up the yurt on the ground, make sure your site is leveled, leaving enough room to ditch around the perimeter for watershed control. Plan your site with the lay of the land and runoff patterns in mind so that you don’t get caught by surprise in the first rainstorm. Also, we recommend a ring of gravel or bricks so that the side cover does not come in contact with the damp earth. A temporary floor can be easily installed using a layer of bark chips covered with heavy black plastic and layered with carpeting. Be sure to stake down the lattice wall securely. Platform (Floor) Construction For a secure and comfortable installation, a well-built platform is necessary. To ensure a weather proof installation the platform needs to be circular and the same diameter as the yurt so the side cover fabric can extend below the interior floor level. This will provide a draft-free and watertight seal. Any exterior decking should be separated from, or at a lower level than the yurt platform. Unless you are skilled, enlist the help of an experienced carpenter for building the platform. Contact Pacific Yurts to obtain recommended platform construction plans for the size of your yurt or download them from our web site www.yurts.com. Keep in mind that every site will be different, so the platform construction and footings should reflect the conditions of each individual site and may need to be modified from our recommended plan. Set Up Manual for 12′, 14′, & 16′ Yurts 1 ©2017 Pacific Yurts Inc. Typical Platform Elevation Grade Entry deck Typical bracing 4x4 Posts Concrete piers Note: Platform and footings should be designed according to the conditions of each individual site and local building requirements. Set Up Manual for 12′, 14′, & 16′ Yurts 2 ©2017 Pacific Yurts Inc. Ready To Start Now you are ready to start setting up the yurt. It is helpful at this point to familiarize yourself with the various components (see diagram on front cover) and to have read through the entire set up sequence so that it is clear and you know what to expect. A glossary is included in this manual to familiarize yourself with the terms used. All hardware for the yurt is provided in the hardware box. 1. Locate your door position(s) exactly and mark the center on your platform’s drip edge. 2. Measure the door threshold length (43 7/8" for standard door and 55 5/8" for French door) and notch out 1” of drip edge material to this dimension using your mark as center. You are simply cutting the 1” portion of the plywood drip edge that extends above the interior floor level back down to floor level so the door threshold can overhang the circular platform. When marking the platform’s drip edge for the door cut-out be sure to measure the width of the door threshold straight across rather than around the curved surface of the platform. (See Diagram I) Note: If you are setting up a yurt with doors at 6:00 & 12:00, be sure the doors are exactly opposite by running a string through the center point of the circle to the outside perimeter on each side. This is the center line of the doors. Do not move your doors from these positions. Assembling the Framework Lattice Wall 1. Locate and unwrap the lattice wall. It will be a cylindrical package roughly 24” in diameter and eight feet long. Take the lattice wall and a helper to the back of the circular platform, opposite to where you want the 6:00 door to be, and stand the lattice wall on end. (Note: Make sure the lattice wall is right side up! The bottom of the lattice wall is easily identified by the bolts that have been installed for the anchoring straps.) Also, note that there is an inside and an outside. The outside is the side with the holes in the middle of the rivets, while the inside has no holes in the rivets. 2. Carefully undo the straps around the lattice wall and stretch it out around the perimeter of the circular platform (just inside the drip edge), making sure to keep it stable as you proceed. (Safety note: Be careful of pinch points while extending lattice wall.) 3. Leave about 4 ft. for the door opening. The lattice wall will be secured to the platform after the door is in place. Set Up Manual for 12′, 14′, & 16′ Yurts 3 ©2017 Pacific Yurts Inc. 43 7 8 " for standard door 55 5 8" for French door Plywood drip edge Notch for door frame Diagram I Diagram I: Door Cut-Out In Drip Edge Set Up Manual for 12′, 14′, & 16′ Yurts 4 ©2017 Pacific Yurts Inc. Door Frame 1. Position the door frame at the opening, making sure the keyed side of the door faces outward. (See Diagram II) Remove the door clamp fascia and “door stickers” and set them aside for later. 2. Remove the wing nuts and washers (but not the wooden door clamps) from the inside of the door frame. The ends of the lattice wall have metal plates installed, which will attach to the bolts on the door frame. 3. Slip the end of the plate with the oval hole onto the clamp bolts then replace the washers and wing nuts and snug them down (not too tightly at this point). 4. Notice that there is a notch in the door threshold directly behind the door frame upright. Position the door threshold so that this notch is outside of the drip edge (see Diagram II) and then anchor the threshold to the platform using the screws provided in hardware box. The notch allows the side cover to extend below the threshold. Adjusting & Securing The Lattice Wall The lattice wall height should be consistent all the way around the perimeter (within 1/2”). 1. Go around the perimeter and check the wall height with a tape measure every few feet. The finished height will vary depending on the yurt size and number of doors, but it is important that the measurement be consistent. The height of the lattice wall can be adjusted by expanding out the lattice wall where it needs to be shorter and contracting it where it needs to be taller. Be sure to keep the lattice wall against the drip edge as you go. Helpful Hint: Using a stick with the average height marked on it is a quick and easy way of measuring the height of the lattice wall. 2. Remove the cap nuts, washers, and bolts, located approximately every sixth crotch along the bottom of the lattice wall. Then bolt on the formed lattice wall anchoring straps (from your hardware box) and anchor them to the edge of the platform with the screws provided. (See Diagram III) These brackets are designed so the screws will go through the plywood drip edge and into the flooring material. Tension Cable 1. Locate the steel cable (in your hardware box) labeled “tension cable”. Unroll the cable by starting with one end ‘off center’ above the 6:00 door. This is important so that the cable hardware does not interfere with the rafters that will be resting on top of the door frame. 2. Lay the cable in the crotches along the top of the lattice wall. Take the slack out as you go and be sure not to miss a crotch. Hook the two ends together as you come around, meeting above the door where you began. If the two ends do not meet there is excess slack in the cable. Simply pull out the slack a little at a time, working it towards the cable ends. Before setting the rafters make sure to distribute any slack in the cable evenly around the perimeter. Set Up Manual for 12′, 14′, & 16′ Yurts 5 ©2017 Pacific Yurts Inc. Lattice wall plates Lattice wall Door frame uprights Door clamp Washer Wing nut Notch behind door frame upright should be outside of drip edge 1-1/4" bolt Bottom of lattice wall Cap nut Washer Lattice wall anchoring strap Interior floor Plywood drip edge Screw Diagram III Lock Washer Diagram II: Connecting The Lattice Wall To Door Frame Diagram III: Securing The Lattice Wall Set Up Manual for 12′, 14′, & 16′ Yurts 6 ©2017 Pacific Yurts Inc. Raising The Center Ring & Rafters Raising the center ring is the most exciting step and needs to be executed with some care. Extra care should be taken on larger yurts because of the added weight of the components, length of the rafters and height of the center ring. Be sure to read this entire section before beginning. 1. Disconnect the dome skylight from the center ring. The dome will be installed later. 2. Bring the center ring into the yurt and lay it in the center of the floor with the bolt heads down and nutted ends up. 3. Important Note: If you purchased a dome opener, it is at this point you will want to position the aluminum bracket on the center ring away from the prevailing winds to avoid having the wind catch the dome on the open side. The aluminum bracket is on the side that opens, not the hinge side. Using a heavy felt pen (and referring to the Rafter Spacing Diagram enclosed in your hardware box) mark the locations of the three or four evenly spaced holes on the center ring (shown in blue on diagram). These will be the points at which the first “set up” rafters will be inserted to raise the center ring. The rafters shown in orange have been modified to rest on top of the door(s). 4. Locate the positions where these “set up” rafters will rest on the cable (again refer to the Rafter Spacing Diagram) and mark each of these cable spaces with a piece of tape to facilitate the set up. 5. Bring five or six rafters into the center of the yurt and lay them aside. Place one of the rafters on one of the cable’s marked spaces (notched end to the cable and the pin towards the ring). Note: The notched end of the rafter has a rounded top and a pointed bottom. The pointed end should be facing downward when the ring and rafters are erected. 6. Lift the ring up so it is on edge and insert the pin of the rafter into the ring. Staying on the marked holes and cable spaces only, do the same with the second rafter. (See Diagram IV) 7. Lift the ring off the ground letting the first two rafters support one side of it and insert the pin of the third rafter into the remaining marked hole. Use the third rafter to lift the center ring up into position, keeping pressure against the first two rafters, and then place the notched end on the cable. It helps to have someone standing by with an extra rafter to help push the ring up and brace it until you get a few more rafters into position. (See Diagram IV) CAUTION: UNTIL THE RAFTERS ARE ALL INSERTED, THE INTERIOR OF THE YURT SHOULD BE CONSIDERED A HARD-HAT ZONE; CHILDREN AND THOSE NOT INVOLVED WITH THE ASSEMBLY SHOULD WAIT OUTSIDE! IF SOMEONE PUSHES A RAFTER INTO THE RING WITH TOO MUCH FORCE IT COULD MAKE THE RAFTER NEXT TO IT SLIP OUT OF THE RING AND FALL! 8. If you purchased the Snow & Wind Kit you will have four ring-to-rafter brackets, which slide onto the pin end of the rafter and screw to it. After fastening these brackets onto four rafters, carefully insert these rafters keeping them evenly spaced as shown on Diagram V. It is best to wait until all of the rafters have been installed before screwing the ring-to-rafter brackets to the center ring because the center ring will rise upward as you install more rafters. 9. Carefully insert the rest of the rafters, being sure to balance your placement by keeping the rafter pattern symmetrical (so the weight stays equally distributed) and keeping two lattice wall crotches between each rafter. When inserting the rafters, it works best to set the pin end in completely, bring the other end up under the cable, push the lattice wall out a little with your shoulder (not too far) and then hook the rafter onto the cable. Do not force the rafter into the ring. Once you get the correct angle it will easily slip in. 10. Install the rafters over the door(s) last. These rafters have been modified to rest on top of the door frame and hold the tension cable in place. (See Diagram VII page 11) Set Up Manual for 12′, 14′, & 16′ Yurts 7 ©2017 Pacific Yurts Inc. Diagram IV: Raising the Center Ring Lift ring upward while keeping pressure against first two rafters Slip notch of third rafter onto tension cable SEQUENCE FOR 20' YURT Diagram IV Insert first two rafters while ring is at floor level. Set Up Manual for 12′, 14′, & 16′ Yurts 8 ©2017 Pacific Yurts Inc. 11.che Once the rafters are in place double ck to make sure all the rafters square up with the center ring and are separated by two lattice wall crotches. Also check to be sure that all of the rafters that should be resting on the door are actually on top of the door and not next to it (refer to the Rafter Spacing Diagram). If your yurt includes ring-to-rafter brackets you can now install the final screws securing the brackets to the center ring. Securing Tension Cable 1. To eliminate the possibility of the rafter lifting off of the cable a screw will need to be installed on the underside of the rafter just below the tension cable into a predrilled hole. (See Diagram VI) This secures the rafter end onto the cable. Do not substitute longer screws for those provided. When installing the screw, install it only deep enough to make the head of the screw flush with the bottom of the rafter. If installed too deeply it is possible to drive the screw through the rafter and damage the top cover. Note: The rafters over the door(s) will not need these screws because they will be fastened to the door frame. Securing Rafters To Door Frame Rafters over doors will be secured in position using header brackets provided in the hardware box. Each of the modified rafters have a slight notch where the tension cable will be held in place against the door frame. 1. From inside the yurt, place the header bracket onto the rafters above the door (with the flat side resting on top of the door header) and slide it forward until it butts against the tension cable as shown on Diagram VII. 2. Using the screws provided, fasten the brackets onto the rafters. Check to be sure the door is plumb and square before fastening the header brackets to the door header. Set Up Manual for 12′, 14′, & 16′ Yurts 9 ©2017 Pacific Yurts Inc. Diagram V: Ring-to-Rafter Brackets Diagram VI Diagram VI: Securing Tension Cable Center Ring Center Ring Rafter Ring-to-Rafter Bracket Rafter Ring-to-Rafter Bracket Side View Top View Ring-to-Rafter Bracket Ring-to-Rafter Bracket Ring-to-Rafter Center Ring Bracket Center Ring Rafter Ring-to-Rafter Bracket Rafter Ring-to-Rafter Bracket Side View Top View Ring-to-Rafter Bracket Ring-to- Bracket Ring-to-Rafter Bracket Set Up Manual for 12′, 14′, & 16′ Yurts 10 ©2017 Pacific Yurts Inc. Safety Cable A "Safety Cable" is included which should be installed through the holes in each rafter, near the center ring. It will help hold the rafters into the ring. 1. Remove the cable clamps from the end of the safety cable and thread it through the predrilled holes in the rafters. 2. Once the cable is laced through the rafters and you get back to the starting point, pass the end of the cable through the loop on the opposite end and pull tight. 3. Put the cable clamps back on and tighten securely. 4. Cut off any excess cable using a cable cutter. Wood Frame for Custom Curve Glass Window If you purchased Custom Curve glass windows please refer to your separate instruction flyer. If you are not installing the glass windows at this time go directly to the instructions for installing the Snow & Wind Kit below. Snow & Wind Kit If you purchased the Snow & Wind Kit continue. If you are not installing the Snow & Wind Kit at this time go to page 16 for installing the roof insulation. This is to be done after the wood frame is completely installed. If you did not purchase insulation for your yurt, go directly to page 20 for top cover installation. Note: The Snow & Wind Kit involves a lot of screws. If the yurt is being set up at a site without electricity be sure to have plenty of fully charged batteries for cordless drills or a generator to charge them. 1. Locate and unwrap the package(s) marked “Rafter Supports”. The 2x4 rafter supports will be installed against the lattice wall under each rafter. (See Diagram VII). They are purposely provided long so they can be cut on site to fit exactly (since the lattice wall height may vary). Be sure to cut the square end when cutting them to length so the angled end is not changed. (A miter saw works well for this.) 2. Measure and cut one rafter support and check it under several rafters to make sure it is the proper length. Once you are convinced that you have the right length, cut all of the rafter supports to the same length. 2” x 4” mending plates are provided to attach the rafter supports to the rafters on both sides. 2” x 2” angle brackets are provided for attaching the rafter supports to the floor on each side (see Diagram VII) 3. Use the cardboard template from your hardware box and the pilot bit provided to drill pilot holes for the metal plates before screwing them onto the rafter supports. This will ensure that the plates are properly positioned and the screws are offset so they do not hit each other. 4. Using a ¼” hex driver, attach the mending plates and angle brackets to the rafter supports with the hex head screws provided (in hardware box). Be sure to drive the screws in straight to avoid having the heads pop off. Set Up Manual for 12′, 14′, & 16′ Yurts 11 ©2017 Pacific Yurts Inc. Diagram VII: Typical Section Through Yurt Mending plate both sides at each rafter and rafter support under each rafter Angle brackets both sides at each rafter support to platform Tension cable Bolt Metal strap drip edge into decking Rafter Steel rafter pin Center ring Screw 2x4 rafter support Screw through Flooring Hole for safety cable Lattice wall screws to rafter supports Lattice wall screws to rafter supports Mending plate both sides at each rafter and rafter support under each rafter Angle brackets both sides at each rafter support to platform Tension cable Lattice wall screws to rafter supports Bolt Metal strap drip edge into decking Rafter Steel rafter pin Center ring Screw 2x4 rafter support Screw through Flooring Hole for safety cable Lattice wall screws to rafter supports Door header Rafter Door frame upright Header bracket AT DOOR FRAME Set Up Manual for 12′, 14′, & 16′ Yurts 12 ©2017 Pacific Yurts Inc. 5. Once all of the rafter supports have the hardware mounted to them, stand them up under each rafter and make sure the rafter is centered between the lattice wall crotches. Note: It is helpful to place a 1” block against the drip edge to ensure proper positioning of the rafter support. Have one person drill pilot holes while another installs the screws to secure the rafter support to the floor. 6. Once the rafter support has been anchored to the floor make sure it is plumb and secure it to the rafter. Be sure to drill pilot holes before driving in the screws. 7. Repeat for all rafter supports. 8. Double check to be sure the rafter supports are plumb, centered between lattice wall crotches and are tight against the lattice wall. From outside the yurt drill a pilot hole through the lattice wall (where it crosses) into each rafter support using the drill bit provided (see Diagram VII, page 11). This should be done in four locations per rafter support. Drill just above the rivet where necessary. Then drive a 1-7/8” screw (from hardware box) through the lattice wall into the support at each location. This is done from outside of the yurt before the side cover is installed. These screws are an important part of the Snow & Wind Kit providing shear to prevent torque in the yurt. Perimeter Blocking If you purchased Perimeter Blocking continue. If you are not installing Perimeter Blocking at this time go to page 16 for installing the roof insulation. If you did not purchase insulation for your yurt, go directly to page 20 for installing top cover. 1. Locate and unwrap the package marked “Perimeter Blocking”. Perimeter blocking is essentially 2x4 blocks fastened horizontally between the rafter supports and door(s). This blocking creates a secondary ‘compression ring’ near the top of the wall, so it is important that it be continuous. Do not omit blocks next to the door(s). 2. Due to variances in the rafter support spacing the perimeter blocking is prefinished, but provided in bulk lengths (approx. 8’) that will need to be cut to fit on site. Measure and cut the 2x4’s to fit between the rafter supports (near the top), then screw them into position. Staggering the blocks will allow you to secure screws through the rafter support into the end of each block as shown on Diagram VIII. Be sure to pre-drill pilot holes to prevent splitting the rafter supports or blocking. Set Up Manual for 12′, 14′, & 16′ Yurts 13 ©2017 Pacific Yurts Inc. Diagram VIII: Perimeter Blocking Door frame Blocking (offset) Screws through rafter supports 12' Yurt - 9° 14' Yurt - 8° 16' Yurt - 6° 20' Yurt - 5° 24' Yurt - 4° 30' Yurt - 4° When cutting blocks to fit between the rafter supports you can achieve a tighter fit and better aesthetics by angling the cut slightly. The angle settings for a miter saw listed below are approximate, but may be helpful: Set Up Manual for 12′, 14′, & 16′ Yurts 14 ©2017 Pacific Yurts Inc. Snow And Wind Protection Do not let heavy snows collect on the roof in excess of 12". A push broom can be used to sweep down the excess, or a rope thrown over the yurt can be used to cut under the snow causing it to slide off. Also, be aware that you are risking possible snow avalanche damage to the yurt if you choose your site directly under a tall coniferous tree. A protective snow fence is a good idea where there could be a large snow bank or build-up exerting pressure against the side of the yurt. A freestanding, well built porch structure will keep snow build-up away from your entry area, providing easy access in case of heavy snow. Integrating expanded metal grating into the porch can also help prevent excess snow build-up in front of the door by allowing the snow to fall through. For both heavy snow and wind conditions, or when roof snow load cannot be maintained regularly, four 4" x 4" posts should be installed under the center ring as an additional shoring-up system. (See Diagram IX) These posts are not included in the Snow & Wind Kit and can be purchased from your local lumber supplier. Make sure the posts are evenly spaced on the center ring, plumb and are supported by the joists under the floor (not just the flooring itself). The posts may be secured with Simpson 4" x 4" BC40 Post Cap/Base hardware (or equivalent) using wood screws at the top and bottom (or lag screws and angle brackets). In areas where very heavy wind exposure is expected, we strongly recommend taking some extra precautions to prevent possible damage to the structure: 1. Purchase and install Pacific Yurts’ cable tie-down system (see page 42) and perimeter blocking (see page 12). 2. Be sure your door is closed, windows are attached and the dome is closed during heavy wind. 3. The lacing on the yurt covers should be periodically checked and pulled tight if necessary. Optional zigzag lacing from the valance grommets to eyescrews, which can be installed around the base, is recommended in areas with frequent high wind (see Diagram X). 4. For domes with openers – Install a second pair of long springs and crimp the ends securely. This will put more tension on the dome as it is opened, so you shouldn’t crank it up more than a few inches. Set Up Manual for 12′, 14′, & 16′ Yurts 15 ©2017 Pacific Yurts Inc. Diagram IX: Installation Of Interior Bracing Diagram X: Additional Valance Lacing Lag Bolts 4x4 Posts (4 Total) Angle Brackets Secured With Screws 2x4 Rafter Support Rafter Center Ring or Post Cap or Post Base Diagram X Diagram XI Set Up Manual for 12′, 14′, & 16′ Yurts 16 ©2017 Pacific Yurts Inc. Installing Insulation & Outer Covers Insulating The Yurt Many materials have been used successfully to insulate the yurt. Climatic conditions and individual considerations of light transmission, portability, comfort level and expense all are involved when deciding on the optimum insulation. In the milder climates no insulation at all may be required. However, in cold areas like Alaska or warm tropical climates, either our space age reflective insulation or Thermax insulation board or its equivalent (see specifications page 38) will provide more comfort. In colder climates we recommend insulating under the platform (see page 39). Note: We do not recommend using blankets or other moisture retaining fabrics for insulation liners as they may cause severe mildew problems. Roof Insulation And Liner Facing If you did not purchase the roof insulation go to page 20 for installing the top cover. If you purchased the custom 1/2 roof insulation (which is used with a Solar Skylight Arc) please refer to the instructions on the page 18 instead of the instructions below. Choose a day for installation that is not too windy as this may cause the liner to blow away before it is properly secured. Install the fabric liner facing only after the rafters have all been put in. 1. Locate the fabric liner facing. It is a small bundle of ivory colored fabric. Note that the liner facing is not sewn to the insulation as with the wall insulation and that it is all one continuous cone-shaped piece that is folded. 2. Using a step ladder (or scaffolding) in the center of the yurt, carry the fabric liner facing up through the center ring, unfold and spread it out over the rafters while a helper pulls the hemmed edge down around the rafter ends. (See Diagram XI) Be sure the liner facing is installed evenly and overlaps the rafter ends equally around the yurt perimeter. In windy conditions the facing can be secured by using a staple gun to staple through the liner into a few evenly spaced rafter ends. This should hold the facing down tight. Before proceeding check that the liner has the rough seams facing upward and finished seams facing inward. 3. Lift the reflective insulation up onto the roof from below, placing it on top of the liner facing. One person should handle the upper end at the center ring while another works around the perimeter of the yurt. 4. Carefully unfold the insulation and bring both ends around until they meet. 5. When the insulation seam is properly aligned use the foil tape from the hardware box to secure the open seam. Tape the top half from the ladder at the center ring. Tape the bottom half from a ladder down below. Helpful Hint: You can reach the middle of the roof to seal the foil tape by using one of the “door stickers”. (They were clamped into the door frame when you received the yurt.) 6. Check the insulation for fit. Trim the insulation at the door frame so it will not interfere with the operation of the door. Do not trim the insulation that overlaps the side wall. It will overlap the wall insulation for a draft-free seal. Go to page 20 for installation of top cover. Set Up Manual for 12′, 14′, & 16′ Yurts 17 ©2017 Pacific Yurts Inc. Diagram XI: Unfolding Roof Insulation Liner Door Door Door Slide liner down rafters Unfold liner Pull top layer over center ring and down to perimeter Set Up Manual for 12′, 14′, & 16′ Yurts 18 ©2017 Pacific Yurts Inc. Custom 1/2 Roof Insulation The 1/2 insulation is used with the optional Solar Skylight Arc. If you did not specifically order the 1/2 insulation, go directly to page 20 for installing the top cover. Choose a day for installation that is not too windy as this may cause the liner facing to blow away before it is properly secured. Install the fabric liner facing only after the rafters have all been put in. 1. Locate the fabric liner facing. It is a small bundle of ivory colored fabric. Note that the liner facing is not sewn to the insulation as with the wall insulation. 2. Using a step ladder in the center of the yurt, carry the fabric liner facing up through the center ring. Unfold and spread it out over the rafters while a helper pulls the hemmed edge down around the rafter ends (the top of the liner should not overlap the center ring more than 2"). You will notice that the liner will only cover half of the roof. 3. Position the center of the liner facing opposite the center of the Solar Arc position (refer to your “Exhibit A” diagram). Be sure the liner facing is installed evenly and overlaps the rafter ends equally around the yurt perimeter. Before proceeding check to be sure the liner has the rough seams facing upward and the finished seams facing inward. The liner facing can be secured by using a staple gun to staple through the liner into a few evenly spaced rafter ends and to the center ring. This should hold the facing in position. 4. There will be a few inches excess, which will be folded back over the reflective insulation and fastened to the top of the nearest rafter after the top cover is installed. 5. Lift the reflective insulation up onto the roof from below, placing it on top of the liner facing. One person should handle the upper end at the center ring while another works around the perimeter of the yurt and staple into position. Insulation should overlap the outside edge of the center ring by no more than 2". 6. Install top cover carefully so that insulation and facing will not be moved out of position. (Instructions on page 20) 7. After the top cover is in position, determine a satisfactory ending point for the insulation over the nearest rafter on either end of the solar arc. If necessary, carefully trim the insulation (not the liner) with scissors along the edge of the rafter being very careful not to damage the top cover. To protect the top cover from being accidentally cut during this process put heavy cardboard between the top cover and the insulation being cut. 8. Fold the excess fabric facing neatly back over the insulation and use thumb tacks every few feet along the top of the rafter for a neat finished appearance. Set Up Manual for 12′, 14′, & 16′ Yurts 19 ©2017 Pacific Yurts Inc. Diagram XII: Unfolding Custom 1/2 Roof Insulation Liner Door Door Slide liner down rafters Unfold liner Note: Example reflects Solar Arc located at 12:00 position. Set Up Manual for 12′, 14′, & 16′ Yurts 20 ©2017 Pacific Yurts Inc. Top Cover The top cover will be unfolded starting at the 6:00 door on your “Exhibit A” diagram. If you have multiple doors be sure the correct door cut-out is over the correct door frame by checking the style of door and layout plan noted on the “Exhibit A” diagram sent with your Purchase Agreement. If you have the roof insulation it is highly recommended to sprinkle some baby powder onto the foil insulation before installing the top cover. This will allow the top cover to slide more easily on the foil insulation and make adjustments easier. 1. Locate the top cover. It will be in a bag made from the same material as the top itself. Take your top cover out of the bag and remove the binding strap tied around it. Notice that the top cover has been folded into a long narrow triangle. 2. Using a step ladder set up under the center ring carry the top up through the center ring opening and unroll it down towards the 6:00 door frame. Note: The wide end of the triangle will be toward the door and the narrow end toward the center ring. (See Diagram XIII) Caution: Premium top covers are are especially heavy. 3. With one person on the step ladder or scaffolding in the center of the yurt and another working around the perimeter of the yurt, unfold the top cover a little in each direction (2-3 folds). 4. Look for the door cut-out opening in the top cover valance. It is easily identified by the series of oval grommets around it (rather than round grommets). The door detail should be similar to that shown on Diagram XIV. This cut- out must be kept centered over the door frame during the rest of the installation process. 5. Unfold the top cover in both directions starting at the door until it is halfway unfolded and covers half of the rafters. Installing a few twist-lock connectors (see step 7) and securing the top cover at the door will help keep the door detail aligned. 6. The person at the top of the ladder should pull the top layer of top cover fabric up over the center ring and down the other side. It is helpful to tie a cord to a few grommets on the top cover and use the cord to help pull the top layer of fabric over the center ring and down to the perimeter on the other side. Finish by pulling the outside edge down snugly around the ends of the rafters. Be sure that the top cover is centered on the center ring and pulled down evenly around the perimeter. Note: The top cover does not need to be fastened to the center ring. 7. Check the final fit around the door frame and mark the oval grommet locations. Drill 7/64” pilot holes with bit provided and screw in the twist-lock connectors (from hardware box). (See Diagram XIV) Failure to drill pilot holes may result in breaking the twist-lock shank. Overtightening can also result in a broken shank. Set Up Manual for 12′, 14′, & 16′ Yurts 21 ©2017 Pacific Yurts Inc. Diagram XIII: Unfolding Top Cover Diagram XIV: Top Cover Door Detail Slide top cover down rafters Unfold top cover Pull top layer over center ring and down to perimeter Door Door Door Twist Locks Top cover valance Door Diagram XV Set Up Manual for 12′, 14′, & 16′ Yurts 22 ©2017 Pacific Yurts Inc. Wall Insulation With Liner Facing If you did not purchase the wall insulation go to page 24 for installing your side cover. If you purchased the wall insulation continue. Locate and open your wall insulation roll. A diagram of the window and door placement is taped to the foil side of the roll. This corresponds to the window placement you requested on your order. The insulation wall is made with the window sections separate from the wall sections. This approach allows you to locate the windows to match the side cover more exactly. There is a numbered sticker on the foil side of the wall sections only that will match the number on the diagram. All window sections are interchangeable (unless vertical or horizontal windows were ordered), so they are not numbered. Use the diagram on your insulation to help facilitate putting your insulation up in the correct order. Diagram XV on page 23 is an example only. 1. Starting with the first section of insulation at the edge of the door hang it temporarily (outside the lattice wall) from the steel tension cable with a few of the ‘S’ hooks provided. Grommets are installed at the top of the liner for this purpose. Keep in mind that the ‘S’ hooks will be removed and the wall insulation secured to the tension cable after the side cover is installed (see #10, page 26). 2. Work around the yurt clockwise hanging the wall and window sections according to your diagram. Overlap each of the sections approximately 10”. This allows adjustment later to match your side cover window position should this be necessary for a better fit. Note: The overlap may not end up being 10” when you are finished. Hint: If you have the vinyl side cover, applying baby powder to the foil side of the insulation before installing the side cover will make it easier to adjust and achieve a tight fit. 3. After installing side cover (see next section) align the insulation window sections with the windows if necessary. Make sure the insulation panels end at the edge of the door frame. The insulation does not get clamped into the door frame. Set Up Manual for 12′, 14′, & 16′ Yurts 23 ©2017 Pacific Yurts Inc. Diagram XV: Wall Insulation Example W W W 1 2 3 4 Wall Section Window Section Window Section Window Section Wall Section Wall Section Wall Section Diagram XVI Layout is an example only Set Up Manual for 12′, 14′, & 16′ Yurts 24 ©2017 Pacific Yurts Inc. Side Cover You will be hanging the side cover onto the 3/16" polyester cord that has been pre-installed through grommets under the top cover valance (see Diagram XVI). This cord has been temporarily tied off at the door(s). The excess cord allows for adjustment and may be trimmed later. In order to expose this cord you will need to fold the top cover valance up so that it is out of the way during the installation of the side cover. 1. Locate the side cover. It will be in a bag made of the same material as the side cover itself. Take the side cover out of the bag. Note: The top of the side cover has the white clips and the bottom has metal grommets. 2. Two pieces of unfinished lath labeled “door sticker” were clamped in the door frame. These door stickers will be used when fastening the side cover into the door frame. In order to secure the side cover into the door frame you will need to loosen the wing nuts as much as you can without removing them. 3. The side cover will be unrolled starting at the right-hand edge of the door (outside the lattice) going counter- clockwise. Notice that the end of the side cover has a pouch for a door sticker to slide into (See Diagram XVIII). Slide the door sticker into the pouch then insert the side cover into the edge of the door frame (between the door frame and the wooden clamp) until it butts against the bolts (see Diagram XVIII) and tighten the wing nuts very securely. 4. Unroll the side cover around the perimeter attaching the nylon clips onto the 3/16” cord as you go. It works best to have one person unrolling the side cover around the yurt while another clips the side cover onto the cord. You can be sure the correct side of the cover is facing outward by confirming that the window screens face inward and the window flaps face outward. To attach the clips onto the cord, simply twist the clip 90 degrees to the left, slip it onto the cord and twist it back into position making sure the cord “snaps” into the clip on both sides. (See Diagram XVII). Do not clip the side cover onto the steel tension cable. 5. Notice that the end of the side cover at the left side of the door does not have a door sticker pouch. The side cover will get folded around a door sticker and clamped into the door frame. This allows for future adjustments. Pull all slack in the side cover around the circumference and fold the side cover overlap around a door sticker so that the excess fabric is between the side cover and lattice wall (or sidewall insulation) as shown on Diagram XXVIII). Hint: Attaching the excess side cover fabric to the cord before tucking the door sticker into the door frame will help hold it straight and avoid wrinkles. A tight side cover installation will be more aesthetic and provide a better seal to the platform. 6. If you have wall insulation, it helps to slide the insulation piece nearest the door to the side while securing the side cover into the door frame. You can slide it back after the side cover is secured in place. Now adjust the positioning of the door sticker for a tight side cover fit before inserting it into the edge of the door frame (between the frame and the wooden clamp) until it butts against the bolts (see Diagram XVIII) and then tighten the wing nuts very securely. Note: Do not “roll” the side cover around the door sticker. 7. Check the gap between the grommet strip under the valance (where the cord is installed) and the top of the side cover. This gap needs to be approximately 1” and consistent all the way around the yurt. (See Diagram XVI) Adjust the gap by tightening or loosening the cord until the gap is consistently 1” all of the way around, then tie the ends of the cord securely to the last grommet on the top cover next to the door. Excess cord may be cut and removed. Melting the end of the cord after cutting will keep it from unraveling. Set Up Manual for 12′, 14′, & 16′ Yurts 25 ©2017 Pacific Yurts Inc. Side Cover Door Sticker Door Sticker Slides into Pouch Diagram XVI: Roof to Wall Connection Diagram XVII: Attaching Side Cover Clips Diagram XVIII: Side Cover Attachment At Door Side Cover Nylon Clips 3/16" Cord Top Cover Grommet Strip 1" Gap Twist to left Slide onto cord Twist to right Diagram XVIII Set Up Manual for 12′, 14′, & 16′ Yurts 26 ©2017 Pacific Yurts Inc. Notice that the vinyl windows are purposely oversized a little. This allows for natural shrinkage of the vinyl over time. If you purchased window twist locks, gathers will be present until the shrinkage occurs. You should distribute the excess into several small gathers (rather than one large gather) in order to achieve a proper seal. Note: If a tighter seal between the side cover and the plywood drip edge is desired, foam weather stripping (available at local hardware store) can be used. To install, adhere the foam to the drip edge at the grommet line and drive the screws through it when securing the side cover. 8. Fasten the bottom of the side cover to the drip edge at the grommets using #12 x 1” Phillips head screws (included in the hardware box) as shown on Diagram XIX. A variable speed electric drill with a Phillips head driver works well for this and saves a lot of time. Keep the side cover an even distance from the bottom of drip edge for a good appearance. If the wall insulation is hanging below the side cover you will need to pull it up from inside the yurt before installing the screws. Note: Bottom of side cover should end up below the interior floor. 9. Be sure the side cover fabric hanging below the floor level at the door frame is folded neatly and pulled through the notch in the door threshold, then put a screw through it into the drip edge to create a good seal. 10. If you have wall insulation adjust the window sections to match the windows on the side cover, then remove all ‘S’ hooks. Secure the insulation window and wall sections to the steel tension cable with a few evenly spaced plastic cable ties (from hardware box). It is not necessary to use a cable tie on every grommet. 11. Slide the door clamp fascia boards back into the door frame to cover the wing nuts and provide a finished appearance. 12. Roll up the window flaps to create a drip edge for water runoff. Be sure to roll them under so that the runoff from the roof does not collect there. For privacy, most people install curtains or louvered blinds on the inside of the yurt rather than utilize the flaps for this purpose. For those times when you do want to drop the window flaps, they are zippered along the sides. Note: When clear vinyl windows have been removed, do not stack them and leave them in the sun. See care recommendations in the back of this manual. UV web frames are available from Pacific Yurts if you are in a high UV area and wish to protect the Velcro (on your side cover) while the vinyl windows are off. Custom Curve Glass Window If you purchased Custom Curve glass windows it is now time to finish the installation. Please refer to the separate instruction flyer. If you did not purchase the glass windows go to page 28. Set Up Manual for 12′, 14′, & 16′ Yurts 27 ©2017 Pacific Yurts Inc. Diagram XIX: Securing The Side Cover Plywood drip edge Side cover #12 x 1" Screw Diagram XX Set Up Manual for 12′, 14′, & 16′ Yurts 28 ©2017 Pacific Yurts Inc. Top Cover Valance 1. Fold down the top cover valance (the portion of the top cover that overhangs the side cover). If you have our standard top cover you will have pairs of grommets on the underside of the valance hem where a cord has been pre-installed. If you purchased our premium (Heavy Duty) top cover you will have pairs of grommets along the bottom of the valance, but no pre-installed cord. Lacing cord has been provided in your hardware box to lace through the valance grommets horizontally around the circumference. Make sure to lace it so the majority of the cord is visible on the outside of the valance. With either top cover you will need to install eye screws (included in hardware box) in the edge of the door frame (level with cord in the valance hem) for securing the ends of the cord. 2. Pull the cord as tight as possible and tie it securely to the eye screws. This cord cinches the top cover valance tight against the wall for a good seal. 3. Using the seam sealer provided (in hardware box) coat the sewn seam, which connects the roof overhang (valance) to the top cover. (This is not necessary on Premium [Heavy Duty] top covers.) This must be done when the covers are dry and clean and it is best to do immediately after the top cover is installed. 4. It is also recommended to apply a coat (of seam sealer) to the seam at the top of the window flap (except on vinyl side covers). If you purchased a door awning a local carpenter will need to build a frame to support the awning. Pacific Yurts can provide some ideas for this. If your yurt has a rain diverter over the door now is a good time to install the PVC pipe inserts. 1. Slide the PVC inserts into the pockets to make an inverted “V” over the door. The fabric strip can then be pulled down and attached under the rain diverter to secure the PVC into the pocket. (See Diagram XX) Set Up Manual for 12′, 14′, & 16′ Yurts 29 ©2017 Pacific Yurts Inc. Diagram XX: Rain Diverter Inserts Fabric strip with velcro tab holds PVC in place. Diagram XXI Set Up Manual for 12′, 14′, & 16′ Yurts 30 ©2017 Pacific Yurts Inc. Dome Skylight Dome Skylight (Without Opener) If you purchased the dome opener option go to next section for installing the dome skylight. If you do not have the dome opener option continue. 1. Lay a blanket or cardboard on the top cover to protect it when sliding your dome skylight into position. 2. Working from scaffolding or a step ladder in the center of the yurt, toss a strong cord or rope to a helper outside the perimeter of the yurt and have them tie it to two of the eye bolts inside the dome. 3. Have the person at the perimeter set the dome on the blanket or cardboard so you can pull the dome up the roof of the yurt to the center ring (using the cord) then remove the cord. 4. Line up the hooks on the center ring with eyebolts on the dome and snap the hooks on (see Diagram XXI). Be sure to align the numbers on the dome with the numbers on the ring. Dome Skylight (With Opener) Note: If you purchased a fan support you should install it prior to installing the dome skylight (instructions are in hardware box). 1. Lay a blanket or cardboard on the top cover to protect it when sliding the dome into position. 2. Working from scaffolding or step ladder in the center of the yurt, toss a strong cord or rope to a helper outside the perimeter of the yurt and have them tie it to two of the eye bolts inside the dome. 3. Have the person at the perimeter set the dome on the blanket or cardboard so you can pull the dome up the roof of the yurt to the center ring (using the cord) then remove the cord. 4. Align the aluminum bracket on the dome skylight with the aluminum bracket on the center ring and attach the three springs to the eyebolts on the dome. 5. Attach the dome opener (threaded chrome spindle) by removing the thumbscrew on the aluminum dome bracket and aligning the hole in the brass core of the spindle with the thumbscrew and securing the thumbscrew again. (See Diagram XXIII on page 33) The brass core will attach onto the thumbscrew between the two plastic spacers. Make sure the inner brass core of the spindle is screwed all the way into the chrome portion. 6. Loosen the bracket bolts on the center ring’s aluminum bracket and align the holes in the chrome hub with these bolts. It is very important that the brass core remains all of the way inside the chrome spindle as you do this. 7. Tighten the ring’s bracket bolts so they hold the chrome hub in position. (See Diagrams XXII and XXIII) 8. Crimp the ends of the springs closed with a pair of pliers so they don’t pull off the eyebolts. 9. Attach the short safety cables to the eyebolts on the dome. (See Diagram XXIII) The safety cables will help hold the dome even if the wind stretches your springs. Note: Be sure to keep the dome closed when you leave the yurt or during high winds. EXTREMELY IMPORTANT: When closing the dome skylight the opener should not continue to turn once the dome is closed. It should bottom out, which prevents overtightening that can result in a cracked or broken dome. If opener does not bottom out, it is installed improperly and should be removed and reinstalled per instructions above. Set Up Manual for 12′, 14′, & 16′ Yurts 31 ©2017 Pacific Yurts Inc. Diagram XXI: Non-Opening Skylight Center ring Eyebolt through ring Eye bolt through dome skylight Dome skylight Side View of Completed Assembly Safety gate hook Non-Opening Skylight Set Up Manual for 12′, 14′, & 16′ Yurts 32 ©2017 Pacific Yurts Inc. Note: The dome opener option is used not only to vent out excess heat, but also to vent moisture. The key to avoiding condensation is ventilation! Any time moisture is introduced into the yurt (by cooking, wet clothes or even breathing) it should be vented back out. Since warm air can hold more water vapor than cold air it is best to heat the yurt, then open the dome skylight on a regular basis to vent excess water vapor. This will minimize or eliminate condensation in the yurt. Brass Core Aluminum Bracket Connected to Dome Skylight Thumbscrew Plastic Spacers Chrome Hub Aluminum Bracket Connected to Center Ring Bracket Bolts Crank Eye Diagram XXII: Dome Opener Spindle Set Up Manual for 12′, 14′, & 16′ Yurts 33 ©2017 Pacific Yurts Inc. Diagram XXIII: Opening Skylight Center ring Eyebolt through ring safety gate hook Eye bolt through dome skylight Dome skylight through dome skylight Dome opener spindle Lower bracket bolts through ring Upper bracket bolts 90 degrees to either side of the dome opener spindle are long springs with safety cables. Side View of Completed Assembly Short spring with Opening Skylight Set Up Manual for 12′, 14′, & 16′ Yurts 34 ©2017 Pacific Yurts Inc. Stovepipe Installation There are various ways to heat a yurt. Most conventional heating methods work, but may require advance planning and consultation with your heating specialist. The size of heater you should choose is relative to the yurt size, weather conditions and if the yurt is insulated or not. Usually larger is better. Choose your stove carefully. A large, quality airtight woodstove puts out uniform heat over a long period of time, which is to your advantage. Consider the total volume to be heated and the fact that the yurt has a higher rate of heat loss than a typical insulated house of the same size. Make-up air for the woodstove may be provided through a vent in the floor adjacent to the stove if needed. A ceiling fan or fan mounted near the stove will help to circulate heat throughout the interior. 1. Locate your stovepipe on the side of the yurt where prevailing winds will carry the smoke and ash away from the roof. Once the location is determined, cut the lattice wall using a hand saw according to fig. 1 (see Diagram XXIV) leaving a diamond-shaped opening in the lattice wall. 2. Center the six-sided interior flashing over the exit hole. If you have the Snow & Wind Kit you should check to see if the center hole is at least 2” from the nearest rafter support. If not, adjust it to the left or right so that you have at least 2” of clearance from the rafter support and lattice wall. Using a pencil, trace the flashing’s center hole onto the side cover (or wall insulation) and remove the flashing. This is where the insulated stovepipe will penetrate through the wall of the yurt. Using this circle as a reference, draw a larger circle with a radius that is 2” larger (see fig. 2, Diagram XXIV). This is where the side cover and insulation material will be cut so that none of the material is closer than 2” from the insulated stovepipe. 3. Using a sharp pair of scissors, cut and remove the (larger) circle of fabric. 4. Notice that the two pieces of flashing have a thin protective coating on one side. You can now peel this coating off and attach the interior flashing by using the screws provided. Be sure to drill pilot holes to avoid splitting the lath. 5. Attach the rectangular exterior flashing in the same manner by screwing through the side cover into the lattice wall making sure the opening is exactly lined up with the hole in the interior flashing. Once again, be sure to drill pilot holes first. The top of the flashing should be slipped under the top cover valance (roof overhang) to act as a shingle for protection against leakage. 6. The stovepipe penetrating through the wall of the yurt, along with any exterior piping, should be Metalbestos pipe or equivalent insulated pipe that is rated at 2" clearance from the nearest combustible surface. The Metalbestos system must be well supported and needs to have only a few inches of clearance from the side cover. A spark screen should be used at the top of the chimney. 7. Install the woodstove on a fire-proof base following the stove manufacturer’s guidelines for specific clearances from combustible surfaces. Note: The clearances shown on Diagram XXV are examples. Single- wall stovepipe can be used up to the exit flashing, where a Metalbestos or equivalent (insulated) pipe is inserted through the flashing to safely vent the hot gases through the side cover. 8. The exterior chimney, made from insulated stovepipe, is typically supported by two 4x4 posts mounted adjacent to the yurt. Plan for the posts to be 14"-16" from the wall of the yurt and 8" apart and then dig a hole of sufficient depth to provide the necessary stability. The depth can vary depending on the height of the posts, soil conditions and whether frost heave will be an issue for your site. 9. Set your posts into concrete. 10. The cleanout tee is a 90 degree section of pipe that includes cleanout access. This will be supperted by a chimney wall support kit, which is essentially a shelf made from sheet metal that will bolt directly to the 4x4 posts. Anchor the support kit to the 4x4 posts. Set Up Manual for 12′, 14′, & 16′ Yurts 35 ©2017 Pacific Yurts Inc. 11. Attach your straight sections of chimney stovepipe onto the cleanout tee. Your top section of pipe should include a chimney cap. 12. The wall band is a metal strap that fastens around the the chimney stovepipe and bolts to the 4x4 posts to secure the upper portion of the chimney. The wall band should be fastened high enough onto the 4x4 posts so that it is fastened onto the uppermost section of piping. Direct Vent Gas Stove Installation The installation procedure for a gas stove will be the same as with a woodstove, except the exterior chimney will not be necessary. Instead of a cleanout tee a gas stove will have a termination cap that mounts directly onto the exterior stove flashing. (See Diagram XXVIII} IMPORTANT NOTE: These recommendations should only be used as guidelines. To obtain more details about a safe and sensible installation in your area, and to comply with all local fire regulations, we recommend that you contact your local Fire Marshal. Safety is the best fire insurance. Diagram XXIV: Stovepipe Hole 3. INSTALLING FLASHING (inside view) Stove pipe hole Flashing 1. CUTTING THE LATTICE WALL Cut out x shaped section of wood. Be careful to cut lath only where indicated on drawing. Side cover fabric Cut Out Cut and remove fabric here 2. CUTTING THE SIDE COVER Diagram XXVI Set Up Manual for 12′, 14′, & 16′ Yurts 36 ©2017 Pacific Yurts Inc. These recommendations should only be used as guidelines. To obtain more details about a safe and sensible installation in your area, and to comply with all local fire regulations, we recommend that you contact your local Fire Marshal. Safety is the best fire insurance. Follow stove manufacturer’s recommendations for clearances from combustible surfaces. Diagram XXV: Woodstove & Chimney Installation 6T-18 Stoveboard Standard 6" stove pipe 1" Minimum air space Airtight wood stove 6T-CT 6T-36 Wall band 6T-36 6T-IT 2" Minimum to combustible Chimney wall support kit 2 - 4x4 posts 8" apart 4x4 into concrete 14"-16" Note: All part numbers are for 6" Metalbestos pipe (8" outside diameter) Note: Most fires codes require that the top of the chimney be 2' higher than any portion of the roof within 10' 2' Stove Flashing Follow stove manufacturer's recommendations for clearance to nearest combustible surface. Diagram XXVII Set Up Manual for 12′, 14′, & 16′ Yurts 37 ©2017 Pacific Yurts Inc. These recommendations should only be used as guidelines. To obtain more details about a safe and sensible installation in your area, and to comply with all local fire regulations, we recommend that you contact your local Fire Marshal. Safety is the best fire insurance. Follow stove manufacturer’s recommendations for clearances from combustible surfaces. Diagram XXVI: Gas Stove Installation Direct Vent Gas Stove Follow stove manufacturer's recommendations for clearance to unprotected combustible wall. Termination Cap Use appropriate size pipe for stove. Stove Flashing Diagram XXVIII Set Up Manual for 12′, 14′, & 16′ Yurts 38 ©2017 Pacific Yurts Inc. Additional Insulation Information Insulating The Roof With Insulation Board 1. Use the dimensions on the Diagram XXVII to lay out a full-scale pattern on a piece of cardboard. Cut the pattern out and use it to check the fit between rafters. Make sure to space your rafters so that the center of the rafter is exactly at the center of its respective crotch when determining the fit of your sample pattern. Check several locations. You may have to make slight adjustments, since the hole spacing in the center ring (for the rafter pins) sometimes varies slightly. 2. Place your pattern on a sheet of insulation board. With a sharp knife trace the pattern on the board and then remove the pattern and finish cutting the panel. The remaining short pieces can be cut out of scrap and taped on using duct tape or glued on using a construction adhesive. 3. If you are using an insulation material that is not rated for exposed insulation, it is important to cover it with a flame- retardant fabric before installing it, or install a flame retardant liner onto the underside of the rafters to cover the insulation. 4. Either quarter round, 1” x 2” or some other molding fastened along the bottom edge of the rafters will hold the insulation panels in place. 5. The rafters can be spread apart to allow easy installation of the panels. The last panel can be installed by loosening the top cover and inserting from the outside. YURT DIAMETER TOP PANELS REQUIRED # OF 4 x 8 SHEETS REQUIRED 12’ 20 5 14’ 24 6 16’ 28 7 Set Up Manual for 12′, 14′, & 16′ Yurts 39 ©2017 Pacific Yurts Inc. Diagram XXVII: Insulation Board Pattern 5 1/2" 3 1/2" 4 1/2" 4'-7 1/2" 7'-0 1/2" 5'-10 1/2" 1'-9" 1'-8 1/2" 1'-8" 12' Yurt 14' Yurt 16' Yurt Floor Insulation For optimum comfort it is desirable to install insulation under the floor. Reflective insulation is easily installed and available from Pacific Yurts in 4’ wide rolls. It can be stapled between the 4” x 6” joists or to the bottom edge. Rigid foam insulation board is also recommended and can be cut to fit between the joists and supported with protruding nails or wood strips used as stops. Alternatively it can also be nailed to the underside of the joists in full sheets and trimmed at the perimeter joists. Use large head simplex nails or lath strips when nailing so that the insulation board is firmly attached and will not work itself loose. Standard fiberglass roll insulation also works when wire mesh or equivalent is used to support and protect it. Even so, certain nesting creatures find this material attractive for their nests and this could reduce its effectiveness. Set Up Manual for 12′, 14′, & 16′ Yurts 40 ©2017 Pacific Yurts Inc. Additional Options Door Screen Curtain Notice that the screen curtain is made in two pieces that will overlap in the middle. 1. Take one of the halves and hold it up to the inside (for an outward opening door) of your door frame so that the weighted end hangs just above the door threshold and the right side is even with the outer edge of the door frame. Using staples or thumbtacks, secure it to the inside of the top door sill. 2. Now take the other half of the curtain and hold it up to the inside of the door frame so that the weighted end hangs just above the door threshold and is even with the left side of the door frame. Secure it just as you did the right side. 3. Trim excess screen above the top door sill. For a clean, finished appearance a strip of molding can be screwed over the staples or thumbtacks. Center Ring Insert The center ring insert should be installed after the entire yurt has been set up. 1. Using a step ladder in the center of the yurt, slip the center ring insert into the underside of the center ring. Be sure the side of the center ring insert that has the screen (or fabric) attached to it faces up. The center ring insert has been made to install around the dome opener bracket, so also be sure to line up this opening with the bracket. 2. Once it is in place, screw the center ring insert to the center ring in the predrilled locations with the screws provided. 3. If the center ring insert has screen, a screen patch has been included for installation to the underside of the center ring insert at the dome opener spindle location. It can be secured with staples, tacks or an adhesive. Before attaching it, mark and cut a small “x” for the dome opener spindle to protrude through. Insulated Window Cover Pacific Yurts’ insulated window covers are designed to attach to the buckles under the window flap (on the outside of the yurt) and block off the window, providing better heat retention during cold conditions. Notice that one side of the insulated window cover has an ivory colored liner fabric on it. This provides an attractive appearance once the window cover has been installed. 1. From outside the yurt, unbuckle the window flap and let it unroll. Notice that when this is done the male-end buckle under the flap is not being used. This is where the insulated window cover will be installed. 2. Clip the female-end buckles on the insulated window cover to the male-end buckles under the window flap so the ivory colored liner faces the yurt and the foil faces out. 3. Lower the window flap and zip it closed. Set Up Manual for 12′, 14′, & 16′ Yurts 41 ©2017 Pacific Yurts Inc. Water Catchment System The yurt should be completely installed according to this manual. If the yurt has an awning, roll it up and secure it so it is out of the way. The water catchment system is essentially a second valance on the top cover that will be folded upward to create a gutter. 1. Go around the yurt and fold the outermost valance (water catchment) upward onto the roof. Notice that the water catchment has a cord installed into the hem, which has cut-outs approximately every eight feet. 2. Carefully pull the cord in the rim hem to tighten the circumference. Tightening the cord evenly around the perimeter will create the fabric gutter. Be sure not to tighten the cord too much. It just needs to be tight enough to make the circumference smaller than the circumference of the yurt. 3. Tie the cord in a knot so the gutter will hold its shape. 4. Using the PVC cement provided, glue the 6 ” long sections of 2” diameter pipe into the PVC “T” (see diagram - upper right). 5. Insert the PVC “T” assembly into the downspout. This will prevent the downspout from pinching off the water flow. 6. The sections of larger diameter (4 ”) pipe are provided for placing horizontally in the fabric gutter (evenly spaced) around the perimeter to hold the fabric gutter away from the roof. 7. Notice that the top cover has one or more (larger yurts have more than one) strips of grommeted fabric welded above the fabric gutter. 8. Using the nylon lacing cord provided, lace the grommeted strip to the corresponding grommets on the fabric gutter. This is the adjustment lacing. By tightening or loosening it you can control the water flow toward the downspouts. 9. Using a hose clamp, fasten a length of 2 ” diameter pipe (available at local hardware store) into the downspout and run the pipe into your water storage container. Note: Installing 1/2” diameter PVC pipe into the rim hem to create a continuous rigid rim on the water catchment will make the catchment system function better and look nicer. This may be purchased at a local hardware store. Diagram XXVIII: Water Catchment System PVC Pipe to tank Hose Clamp Downspout Adjustment Lacing Top Cover Top Cover Valance Rain Run-off is Caught in the Water Catchment PVC "T" 2" Dia Pipe Diagram XXX Set Up Manual for 12′, 14′, & 16′ Yurts 42 ©2017 Pacific Yurts Inc. Removable Cable Tie-Down System If this option was purchased there will be four eyebolts installed in your center ring for the Cable Tie-Down to attach to. 1. Locate and mark the exact center of yurt floor. 2. Drill a 9/16” hole completely through the flooring at this center mark. 3. Cut a piece of 4x6 to fit between the existing beams under the floor at the center point and secure it into position. 4. Drill the 9/16” hole completely through the 4x6 block. This 4x6 will ensure that the cable tie-down system is securely fastened to your platform. Note: Counter-sink the hole in the flooring 2” deep using a 2” drill bit to avoid a trip hazard. 5. Install the large eyebolt provided through the hole and secure with the large washer and nut.(See Diagram XXIX) The cable tie-down has a steel ring with four shorter cables and one longer cable attached to it. The four shorter cables have carabiners. The longer cable has a turnbuckle in the middle of it. 1. Clip the four carabiners to the eyebolts installed in the center ring. The longer cable should hang down to the floor. 2. Remove the cable clamps at the bottom of the long cable and thread the cable through the large eyebolt in your floor. 3. Pull the cable tight, secure the cable clamps and trim any excess cable. Note: If the Cable Tie-Down is left in place be sure to check the cable clamps regularly making sure they are tight. 4. Use the turnbuckle to tension the Cable Tie-Down by twisting the center hub until the cables start to pull the center ring downward. Do not cinch it down tight, just snug! To remove the cable tie-down, loosen the turnbuckle, unclip the carabiners from the center ring and remove the cable clamps. Set Up Manual for 12′, 14′, & 16′ Yurts 43 ©2017 Pacific Yurts Inc. Diagram XXIX: Cable Tie-Down System Cable Clamps Decking Eyebolt 4x6 Block 4x6 Beam Caution: Countersink eyebolt to avoid trip hazard. Turnbuckle Welded Ring Center Ring Carabiners attach to four eyebolts in center ring. Diagram XXXI eld Set Up Manual for 12′, 14′, & 16′ Yurts 44 ©2017 Pacific Yurts Inc. Perimeter Gutter System The yurt should be completely installed prior to installing the perimeter gutter system. 1. Loosen the valance cord and fold the top cover valance upward onto the roof of the yurt to expose the connection between the top cover and side cover. There should be a gap of approximately 1” where this connection occurs. This is where the hanger brackets will be installed. 2.rafter Slip the angled end of the hanger bracket under the top cover so that it matches the angle on the (see Diagram XXXI). In order to do this you will need to carefully cut a horizontal slit through the inner valance on your top cover (using a razor or utility knife) wide enough for the aluminum bracket to slide through. Note: If you have roof insulation the bracket should go between the top cover and foil insulation. 3. After aligning the bracket with the end of the rafter drill pilot holes into the end of the rafter. Failure to drill pilot holes can result in split rafters, which can weaken the yurt. Using the screws provided secure the hanger brackets to the ends of the rafters (see Diagram XXXI). Fasten hanger brackets onto all rafters except rafters over the door(s). 4. Starting with the end of a gutter section approximately 6” from the left side of the door frame snap the gutter section into the hanger brackets going clockwise around the yurt. The sections of gutter are interchangeable, so they do not have to be installed in a particular order. The hanger brackets should end up approximately in the center of straight gutter segments. 5. Decide where you want your center drop(s) and down pipe(s) to be. Whenever possible try to locate the center drop opposite the door or near the midpoint of the gutter (large yurts have multiple center drops). Remember that if you place a center drop over a window your down pipe will be in front of the window and make it difficult to access for ventilation. 6. Cut the gutter where the center drop is to be placed so that the edge of the center drop is at least 2” from the nearest joint and does not interfere with the hanger bracket (see Diagram XXXII). You will need to cut out a 1”-2” section of the gutter that will be centered in the center drop. 7. Cut the ends of the gutter (by the door) to remove the molded end and so that the gutter ends approximately 6 ” from the edge of the door frame. Having the gutter too close to the door will create a long unsupported end section that will not drain properly. The molded ends have to be cut off so that the end caps can be installed. 8. Using the cement provided, glue the sections of gutter together (follow instructions on tube) and rivet them using the 1/8” rivets provided. When riveting the sections together insert the first rivet from the outside of the gutter and apply a backup washer to the back of the rivet (on the inside of gutter) before ‘popping’ the rivet. The washer goes on the backside of the rivet to prevent it from working loose and coming out. Install a second rivet in the back edge of the gutter as well (from inside the gutter). 9. Glue the end caps into position. 10. After allowing the cement to fully set up, fold the top cover valance down into the gutter and re-attach the twist locks and valance cord at the door frame. 11. Attach the pipe holder to your platform’s drip edge below the side cover and secure the down pipe into the pipe holder and center drop. Set Up Manual for 12′, 14′, & 16′ Yurts 45 ©2017 Pacific Yurts Inc. Diagram XXX: Gutter Parts Diagram XXXI: Gutter Hanger Bracket Diagram XXXII: Gutter Assembly Pipe Joint End Cap Down Pipe Center Drop Hanger Bracket Pipe Holder Diagram XXXIII Hanger Bracket Rafter Diagram XXXIV Gutter Hanger Bracket Center Drop 2" Joint Cut gutter so there is a 1" - 2" gap centered in the center drop. Set Up Manual for 12′, 14′, & 16′ Yurts 46 ©2017 Pacific Yurts Inc. Care & Maintenance Vinyl Covers As with any quality product, there are several cautions and care recommendations that must be observed to get the longest possible functional life from your fabric covers. An accumulation of dirt or soiling can create an ideal environment for bacteria to grow and cause staining of the fabric. It is important that this be removed regularly to maintain appearance and longevity of the fabric. The vinyl covers should be cleaned at least twice a year with a mild soap (Ivory soap) and warm water. We have found this to be the least aggressive to the fabric. Recommendations for cleaning include hand scrubbing with a soft bristle brush using a ladder around the lower perimeter areas and using the dome opening for access to the top areas. A swimming pool brush with an extension handle and hose attachment would be a good investment for this purpose. Be sure to protect the top cover before sliding the dome down to remove it. In areas where tree sap and leaves are a problem, it may be necessary to clean the top every few months. If mildew is ever found growing on the roof, it should be removed with soap and water. In the event the roof ever becomes torn, it can be repaired with a standard vinyl patch kit available from Pacific Yurts. Always be sure the covers are completely dry before storing them. 100% Polyester Side Covers This material is also relatively maintenance free. It should be kept clean (see cleaning recommendations for vinyl covers above), never stored wet, and kept free of mildew much the same as the vinyl covers. The side cover may be treated with a clear water repellent if needed. This may be available through your local canvas or awning dealer. Be sure to follow instructions. Side cover should be clean and dry before applying water repellent. Seam sealer is also available. Stove A stove adds a comforting dimension to the yurt space, but along with it, the danger of fire. A cover treated with a fire retardant does not mean it is fire proof. Safety is the best fire insurance. 1. Clean stovepipe at regular, monthly intervals. 2. Keep stove a safe distance from any combustible surface! 3. Flashing is designed to receive 6” (inside diameter) Metalbestos (or equivalent) insulated pipe rated to be two inches from a combustible surface. 4. Invest in a small fire extinguisher. Fire is always a danger when woodstoves are used. 5. Seek advice from your woodstove dealer if you have any questions or give us a call. Set Up Manual for 12′, 14′, & 16′ Yurts 47 ©2017 Pacific Yurts Inc. Lattice Wall The lath is made from kiln-dried Douglas fir for its strength and resilient properties. Because of the nature of this wood a piece of lath may occasionally split or break even under normal usage. Replacement lath and rivets are available from Pacific Yurts. If a piece of lath should break. . . 1. From the outside of the lattice (the side with the hole in the rivet), use a 1/4” bit to drill out the rivets on the broken piece of lath. When the rivet top is drilled off, carefully tap the bottom part out with a hammer and punch. 2. Replace broken lath piece by lining up the holes in the pieces of lath to be riveted and placing the bottom part of the rivet through the hole from the inside of the yurt. Put the top of the rivet into the bottom part and with a *rivet tool pop the rivet, being sure it is flush on the inside and outside of the lattice. Repeat these steps with the other holes. * Available at most hardware stores or rentals. Adjusting The Door If the door is not closing properly, it may not be hanging square. An easy remedy is to loosen the wing nuts on the door clamps, remove the screws anchoring the door frame to the rafters and floor then shift the door. Re-tighten the wing nuts on the door clamps and re-install the screws anchoring the door frame to the rafters and floor. If the door appears to be bowing outward at one corner the frame may be out of alignment. To adjust this remove the screws anchoring the door frame to the rafters above it and push outward on one corner (at the top) of the door frame. Watch to see if the problem corner of the door is corrected or gets worse. If it seems to get worse when pushing on that corner you will want to push on the other corner. This will pull the corner of the door inward into proper alignment. Re- install the screws into the rafters to hold the door frame in proper alignment. Door & Door Frame All exterior wood should be re-coated with cedar semi-transparent (such as Superdeck 1901) or solid body stain or equivalent every year or as needed. Sand lightly or use deck cleaner before applying the stain. Note: Adding a covered porch or awning will protect the door and make the finish last much longer. Lubricate door knob on a regular basis with graphite or Teflon based lubricant. Set Up Manual for 12′, 14′, & 16′ Yurts 48 ©2017 Pacific Yurts Inc. Dome Skylight And Door Window Wash acrylic dome and door window with a mild soap (dish washing liquid), plenty of lukewarm water and a soft cloth. Rinse with clear water. Never use paper towels or other paper products, which tend to scratch the surface finish. Novus plastic polish or equivalent and a soft cloth can be used to polish the acrylic surfaces. To remove grease, oil or tar, use a good grade of hexane or kerosene. Immediately wash away oily film residues with a mild soap and water solution. Do not use window cleaning sprays or solvents. Alcohol may cause crazing (many small cracks). Vinyl Windows Always roll the vinyl windows, as folding them makes creases that impair vision and weaken the material. Rolling them with a clean cotton towel reduces the possibilities of scratches. Clean the windows with a soft cloth and warm soapy water. Novus plastic polish or equivalent and a non-abrasive cloth can be used to polish the vinyl windows. These surfaces scratch very easily with even the finest dust, so hose off dirt before cleaning. Never use paper towels or newspaper when cleaning the windows. When vinyl windows have been removed, do not stack them and leave them in the sun. Note: UV web frames are available from Pacific Yurts if you are in a high UV area and wish to protect the Velcro (on your side cover) while the vinyl windows are off. Set Up Manual for 12′, 14′, & 16′ Yurts 49 ©2017 Pacific Yurts Inc. Glossary Carabiner – Oval or “D” shaped clip typically made of aluminum or steel and used for rock or ice climbing. They are designed to be strong, light weight and easy to clip and unclip. Clamp – See door clamp. Countersink – To drill or shape a depression, as at the top of a hole, for the head of a screw or bolt. Crotch – Where two pieces of lath come together to create an “X” at the top of the lattice wall. Door clamp – Wooden board on the inside of the door frame that clamps the door sticker and side cover against the door frame. Door clamp fascia – Wooden board about the same size as the door clamp that slides into grooves in the door sills to hide the wing nuts. Door Header – The horizontal wooden board that makes up the top of the door frame. Door Sticker – Piece of lath (without any holes) that is used for tucking the side cover into the door frame. Two door stickers are needed per door and typically have been clamped into the door frame before the customer first receives the yurt. Drip Edge – 3/8” exterior plywood strips, usually 8” wide, that are attached to the outer perimeter of your circular platform (should extend 1” above the interior floor). The lattice wall will butt against the inner face of the drip edge, while the side cover attaches to the outer face. Plumb – Perpendicular position; vertical. Safety cable – 1/8” diameter cable strung through the holes in the rafters nearest the center ring. This cable holds the rafters into the center ring so that they cannot fall out. The safety cable is included on all 12’, 14’ and 16’ yurts and on 20’, 24’ or 30’ yurts that do not have the Snow & Wind Kit option. Turnbuckle – A device in the form of a sleeve connector, or union, usually with threaded rods, for regulating the length or tension of connected ropes or cables. Twist lock – Metal “common sense” fastener that attaches the top cover to the door frame. It has a screw shank on one end and a turn-button on the other end. Valance – Portion of the top cover that overhangs the exterior wall. Set Up Manual for 12′, 14′, & 16′ Yurts 50 ©2017 Pacific Yurts Inc. Limited Warranty Standard vinyl top covers carry a ten (10) year pro-rated fabric warranty from the manufacturer. Premium (heavy duty) top covers carry a fifteen (15) year pro-rated warranty from the manufacturer. Standard side covers carry a five (5) year pro-rated fabric warranty from the manufacturer. These warranties do not apply to fabrication workmanship, normal color fading or stiffening of the fabric which occurs naturally over time. Pacific Yurts Inc. warrants all of their products for a period of one (1) year from the date of purchase. We will repair or replace, at our option, any product covered under this warranty which proves to be defective in materials or workmanship during the warranty period. The above warranties do not apply if the unit was subject to abuse, neglect, accidental damage or if the instructions outlined in the set-up manual were not properly followed. All shipping costs on replacement parts or returned merchandise are the responsibility of the customer. Warranties are not transferable and extend only to the original purchaser of the product. PROMPT DISPOSITION. Pacific Yurts Inc. will make a good faith effort for prompt correction or other adjustment with respect to any product which proves to be defective within the warranty. For any product believed to be defective within the warranty, call or write to Pacific Yurts Inc., giving name, address, date of purchase and description of defect. If product was damaged in transit to you, please file a claim with responsible carrier. THE FOREGOING WARRANTY IS AN EXCLUSIVE REMEDY AND IS IN LIEU OF ALL OTHER WARRANTIES, EXPRESS OR IMPLIED, INCLUDING, BUT NOT LIMITED TO, ANY IMPLIED WARRANTIES OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE. THE EXPRESS OBLIGATION OF PACIFIC YURTS INC. STATED ABOVE IS IN LIEU OF ALL LIABILITIES OR OBLIGATIONS OF PACIFIC YURTS INC. FOR DAMAGES INCLUDING, BUT NOT LIMITED TO, COMPENSATORY DAMAGES, CONSEQUENTIAL DAMAGES, INCIDENTAL DAMAGES, SPECIAL DAMAGES, INDIRECT DAMAGES, LOST PROFITS, OR OTHER DAMAGES, COSTS OR EXPENSES ARISING OUT OF OR RELATING TO THE DELIVERY, USE OR PERFORMANCE OF THE PRODUCT. Pacific Yurts Inc. assumes no responsibility or liability relating to or arising out of Purchaser’s selection of the location for the yurt. Purchaser expressly assumes all risk of loss, injury or damage relating to or arising out of the installation, set-up or site location of the yurt. In particular, but without limitation, Pacific Yurts, Inc. shall not be responsible or liable for any loss, injury or damage relating to or arising out of any forces of nature or acts of God. Pacific Yurts Inc. makes no representations, warranties or promises as to whether the yurt will satisfy any applicable laws, statutes, regulations or rules including, but not limited to, zoning or land use regulations or building codes. This Agreement is governed by the laws of the state of Oregon and shall be interpreted and construed by Oregon’s version of the Uniform Commercial Code. Venue and jurisdiction of any legal proceeding relating to or arising out of this Agreement shall be in Lane County, Oregon. In the event of any legal proceeding arising out of or relating to the enforcement or interpretation of this Agreement, the prevailing party in such proceeding shall be entitled to recover its reasonable attorney fees incurred therein, including any appeal thereof, in addition to such costs, disbursements and damages as are allowed by law. This is the complete and final Agreement of Purchaser and Pacific Yurts Inc. and entirely replaces all other representations, negotiations, discussions, correspondence, communications or agreements. Pacific Yurts Inc. 77456 Hwy. 99 S. Cottage Grove, Oregon 97424 Set Up Manual for 12′, 14′, & 16′ Yurts 51 ©2017 Pacific Yurts Inc. Epilogue We have tried to make these directions as clear and concise as possible; however, describing the erection of something as unique as a yurt is not easy. Just take your time the first time through and think it out before acting. You should be able to manage without any major problems. After putting your yurt up once or twice, you will appreciate the simple beauty of this structure and the integrity of its design. If you have any questions about the installation of the yurt please call us at 1-800-944-0240. Best wishes from Pacific Yurts. From: Adam Musielewicz To: Noah Beals; Kacee Scheidenhelm Subject: [EXTERNAL] Fw: Yurt Snow Load and Wind Capacity for ZBA Meeting Tomorrow Date: Wednesday, June 10, 2020 1:59:08 PM Attachments: 2018 IBC ASCE 7-16-R16STD-2020-LVI-Model.pdf 2020 UPDATE - 16" yurt CALCS ASCE 7-16 OR.pdf Hi Noah and Kacee, I was preparing for the Zoning Board meeting for tomorrow and don't know if it is relevant or not, but anticipated the potential question of snow load and wind resistance capacity for our proposed yurt. Attached are 2 engineering documents from the yurt company that communicate a snow load of 65PSF and wind resistance capacity of 142mph - each consistent with the City's requirements. Of note: the documents are for a 16ft yurt, but these requirements are the same for the 14ft size as well. Thank you, Adam Musielewicz From: Pete Dolan <pete@yurts.com> Sent: Wednesday, June 10, 2020 1:37 PM To: a_musielewicz@hotmail.com <a_musielewicz@hotmail.com> Subject: Pacific Yurts Hi Adam, I have attached the information we discussed. Let me know if I can be of further assistance. Regards, Pete Dolan Customer Service Representative Pacific Yurts Inc. 77456 Hwy 99 South Cottage Grove, Oregon 97424 www.yurts.com 1-800-944-0240 ext. 108 Check us out on Facebook! VAN VLEET CONSULTING ENGINEERS LEWIS & L A N O I S S E F O R P D E R E T S I G E R 5 ( ( 1 , * 1 ( (;3,5(6 / $ 5 8 7 & 8 5 7 6 25(*21  Job: 16' Yurt -ASCE7-16 Client: Pacific Yurts Job No. 20033 By LC Date: 3/20 Sheet S-1 consulting engineers 18660 sw boones ferry rd. tualatin, oregon 97062 (503) 885.8605 phone (503) 885.1206 fax 16' YURT: DEFINE UNITS: psi ≔ ―― lbf in2 plf ≔ ― lbf ft ksi ≔ ―― kip in2 psf ≔ ―― lbf SNOWft2 LOAD: Prototype design for 65 psf Roof Snow Load over vertical projected area, use 10 psf unit load for RISA 3D Basic Load Case. Use 6.5 factor in load combinations for full snow, 4.875 for 75% snow. Psnow ≔ 10 ⋅ psf tributary width = 0.5' at top of rafter, 1.78 ' at bottom snow load on rafters: wtop ≔ Psnow ⋅ ⋅ .5 ft wtop = 5 plf wbottom ≔ Psnow ⋅ ⋅ 1.78 ft wbottom = 17.8 plf snow load on ring wring ≔ Psnow ⋅ ―――― ―――― π ⋅ (( 4.5 ⋅ ft) ) 2 4 2 ⋅ π ⋅ ―― 4.5 ⋅ ft 2 wring = 11.3 plf find ground snow load equal to 65 psf roof load: assume yurt is unheated: Ct ≔ 1.2 assume exposure C terrain, sheltered: Ce ≔ 1.1 importance factor: Is ≔ 1.0 roof slope = 29.4 deg, slippery surface: Cs ≔ .75 ground snow load: ――――― = 65 ⋅ psf .7 ⋅ Ce ⋅ ⋅ ⋅ Ct Is Cs 94 psf 94 psf ground snow OK S-2 WIND LOAD: Use ASCE 7 design method for domed structures, no terrain effects. Risk Category II Building, Kzt = 1.0, Design for 142 mph exposure C wind, see sheet S-3 SEISMIC LOAD: Due to high design wind load and lightweight mass of the yurt structure, seismic does not control lateral design. MEMBERS USED RAFTERS: 2x4 select structural DF STUDS: 2x4 select structural DF RING: 3x5 Number 1 DF CABLE: 3/16" diameter aircraft cable LATH: 7/16" x 1 1/2" kiln dried DF#1 le ≔ 0.82 ⋅ 23.5 ⋅ in d ≔ ― ⋅ 7 16 in ― = le d 44 < 50 OK PROTOTYPE WIND LOAD - 142 MPH ULTIMATE, EXPOSURE C: ASCE 7-16 Eg. 27.4-1 & Sect. 29.4 Assume no topographic effects. Roof angle = 42.7 degrees Kz ≔ 0.85 Kzt ≔ 1.0 Kd ≔ 0.95 V ≔ 142 ASD wind load factor = 0.6 qz ≔ 0.6 ⋅ 0.00256 ⋅ Kz ⋅ ⋅ ⋅ ⋅ Kzt Kd V2 psf qz = 25 psf S 3 S-3 TOTAL DRAG LOAD ON WALLS: ASCE 7-16 Fig. 29.4-1 G ≔ 0.85 (rigid structure) Moderately smooth Cf : h/d = 10.25'/16' h/d = 0.64 D*(qz)^1/2 = 16*(25)^1/2 =180 Therefore, Cf ≔ 0.5 p ≔ qz ⋅ ⋅ GCf p = 10.6 psf LOAD ON WINDWARD SIDE 10.6 psf *.6 = 6.4 psf LOAD ON LEEWARD SIDE 10.6 psf *.4= 4.2 psf S-4 WIND PRESSURE ON ROOF: qunit ≔ 10 ⋅ psf p=qp*G*Cp-qi*(G*Cpi) Use domed mwfrs roof pressures per Figure 27.3-2 WIND ON DOME: INTERNAL WIND PRESSURE ON ROOF GCpi ≔ 0.18 qunit ⋅ = GCpi 1.8 psf EXTERNAL WIND PRESSURE ON ROOF G = 0.9 hd ≔ 7 ⋅ ft D ≔ 16 ⋅ ft f ≔ 3.25 ⋅ ft ― = hd D 0.4 ― = f D 0.2 Cp POINT A f/D hd/D = 0.25 hd/D = 1.0 hd/D = 0.44 0.2 -.0675 - 1.567 - 0.90 CpA ≔ AT f / D = 0.20, −.90 AT f / D 0.20, CpA .90 S-5 EXTERNAL WIND PRESSURE ON ROOF: Cp POINT B f/D hd/D = 0 hd/D = 0.25 hd/D = 0.44 0.2 - 0.52 - 1.28 - 1.19 AT f / D = 0.2, CpB ≔ −1.19 Cp POINT C f/D hd/D = 0 hd/D = 0.5 hd/D = 0.44 0.2 0 .50 0.44 AT f / D = 0.2, CpC ≔ −0.44 EXTERNAL WIND PRESSURE ON ROOF AT POINTS A, B, & C: PA ≔ qunit ⋅ ⋅ − GCpA qunit ⋅ GCpi PA = −9.5 psf PB ≔ qunit ⋅ ⋅ − GCpB qunit ⋅ GCpi PB = −11.9 psf PC ≔ qunit ⋅ ⋅ − GCpC qunit ⋅ GCpi PC = −5.5 psf TAN 25 = h / (8 - X) = 0.466 TAN 29.4 = h / X = 0.563 h = 0.466 (8') - 0.466X = 3.73' - 0.466X 0.563 = (3.73' - 0.466X) / X X = 3.6' P25 IS LOCATED AT 3.6' / cos 29.4 = 4.1' HORIZ. P25 = - 11 PSF TRIB. = 0.50 + 1.29*[(6.6-4.1') / 6.6' = 0.99' UP ROOF SLOPE S-6 WIND LOAD AT TOP OF RAFTER: P = 11.9 PSF w = 11.9 PSF ( 0.5' ) / ( 1000 LB / K ) = 0.006 K / FT WIND LOAD ON RING: A = PI *( 4.5' )^2 / 4 = 15.9 SQ. FT. C = PI *( 4.5' ) = 14.1' w = -11.9 PSF ( 15.9 SQ. FT. / 14.1' ) / (1000 LB / K ) = 0.013 K / FT WIND LOAD ON WALLS: TOTAL DRAG LOAD ON WALLS BASED ON q=10 PSF: P = q unit* G*CF h / D = 10.25' / 16' = 0.56 D*(q unit )^1/2 = 16' ( 10 )^1/2 = 50.6 > 25 THEREFORE Cf = 0.5 Cf = 0.5 Pw ≔ qunit ⋅ ⋅ GCf Pw = 4.3 psf LOAD ON WINDWARD WALLS: Pwww ≔ .6 ⋅ Pw Pwww = 2.6 psf LOAD ON LEEWARD WALLS: Plww ≔ .4 ⋅ Pw Plww = 1.7 psf S-7 WIND TORSION - WIND CASE 2: CHECK DESIGN WIND LOAD CASES FROM FIGURE 27.3-8. LOAD CASE 1 FULL FACE DESIGN PRESSURES FROM SHEET S-6. BY INSPECTION, DESIGN WIND LOAD CASES 3 & 4 ARE NOT APPLICABLE TO ROUND STRUCTURES. CHECK DESIGN WIND LOAD CASE 2 BY APPLYING RISA 3D LOAD CASE FACTORS OF 0.75 TO FULL FACE DESIGN BASIC LOAD CASE AND TO TORSIONAL LOAD CASE CALCULATED WITHOUT THE 0.75 FACTOR OF FIGURE 27.3-8. CALCULATE FULL TORSIONAL MOMENT AND APPLY AS A RADIAL FORCE TO THE TOPS OF STUDS AT THE YURT PERIMETER. SINCE YURT IS A ROUND STRUCTURE, BX = BY AND eX = eY. CALCULATE USING B AND e VARIABLES. B ≔ 16 ⋅ ft e ≔ 0.15 ⋅ B e = 2.4 ft MT ≔ Pw ⋅ ⋅ Be MT = 163.2 ―― ft ⋅ lbf ft MTtotal ≔ MT ⋅ (( 7 ⋅ ft)) M = Ttotal 1142 ft ⋅ lbf FIND EQUIVALENT LOAD AT EACH STUD: Tstud ≔ ⎛ ⎜ ⎝ ――― MTtotal 28 ⋅ 8 ⋅ ft ⎞ ⎟ ⎠ Tstud = 0.005 kip LOAD COMBINATION FACTORS IN RISA 3D FILE: FOR 65 PSF PROTOTYPE SNOW WIND q = 25 PSF, AND CALCULATION UNIT SNOW AND WIND LOADS = 10 PSF, FULL SNOW LOAD COMBINATION FACTOR = 65 PSF/10 PSF =6.5, WIND LOAD FACTORS = 25 PSF / 10 PSF = 2.5 CASES A & B FROM FIGURE 27.4-2 ARE CONSIDERED IN BASIC LOAD CASE INPUT. CASES 1 & 2 FROM FIGURE 27.4-8 ARE CONSIDERED IN LOAD FACTORS FOR TORSION LOAD CASES (1.0 FOR CASE 1, 0.75 FOR CASE 2) wind pressures, qz = 10 psf pA= -9.5 psf pB= -11.9 psf pC= -5.5 psf WINDWARD SIDE wind load A= [pA+(projected trib/actual trib)*(pB-pA)]*actual trib rafter adj. node 1 adj. node 2 proj. trib. actual trib. wind load (klf) cond. A R15 -7.8 -7.8 0 1.78 -0.017 R14 R16 R13 R17 R12 R18 R11 R19 R10 R20 R9 R21 R8 R22 WIND LOAD ON RAFTERS 16' YURT S-8 2018 IBC/ASCE 7-16 ASCE WIND CONDITION A, AT PERIMETER OF YURT 1.78 -0.020 1.390 1.78 -0.020 -7.2 -8 0.400 1.78 -0.018 -6.25 -7.8 0.775 1.78 -0.019 -4.99 -7.2 1.105 -3.47 -6.25 -1.78 -4.99 1.605 1.78 -0.021 0 -3.47 1.735 1.78 -0.021 1.78 -1.78 1.78 1.78 -0.021 LEEWARD SIDE wind load= [pC+(projected trib/actual trib)*(pB-pC)]*actual trib rafter adj. node 1 adj. node 2 proj. trib. actual trib. wind load (klf) R1 -7.8 -7.8 0 1.78 -0.010 R2 R28 R3 R27 R4 R26 R5 R25 R6 R24 R7 R23 2018 IBC/ASCE 7-16 WIND LOAD ON RAFTERS 16' YURT S-9 ASCE WIND CONDITION A, AT PERIMETER OF YURT -7.2 -8 0.4 1.78 -0.012 -6.25 -7.8 0.775 1.78 -0.015 -4.99 -7.2 1.105 1.78 -0.017 0 -3.47 -0.020 1.735 1.78 -0.021 -1.78 -4.99 1.605 1.78 -3.47 -6.25 1.390 1.78 -0.019 wind pressures, qz = 10 psf pA= -9.5 psf pB= -11.9 psf pC= -5.5 psf P25 deg= -11.0 psf WINDWARD SIDE wind load below= [pA+(projected trib/actual trib)*(pB-pA)]*.99 ft wind load above= [p25 deg+(projected trib/actual trib)*(pB-p 25 deg)]*.99 ft rafter adj. node 1 adj. node 2 proj. trib. actual trib. wind load (klf) below wind load (klf) above R15 -7.8 -7.8 0 1.78 -0.009 -0.011 R14 R16 R13 R17 R12 R18 R11 R19 R10 R20 R9 R21 R8 R22 WIND LOAD ON RAFTERS 16' YURT S-10 2018 IBC/ASCE 7-16 ASCE WIND CONDITION B, AT 6.25' UP RAFTER -0.010 -0.011 0.775 1.78 -0.010 -0.011 -7.2 -8 0.400 1.78 -0.011 -0.011 -6.25 -7.8 -4.99 -7.2 -0.012 -0.012 1.390 1.78 1.105 1.78 -3.47 -6.25 -0.011 -0.012 0 -3.47 1.735 1.78 -1.78 -4.99 1.605 1.78 1.78 -1.78 -0.012 -0.012 1.780 1.78 -0.012 -0.012 wind pressures, qz = 10 psf pwindward= 2.56 psf pleeward= 1.69 psf node 1 node 2 projected tib. windward studs windward load (klf) leeward studs leeward load (klf) P15 P1 P14 P28 P16 P2 P13 P27 P17 P3 P12 P26 P18 P4 P11 P25 P19 P5 P10 P24 P20 P6 P9 P23 P21 P7 P8 P22 0.0044 WIND LOAD ON STUDS 16' YURT S-11 2018 IBC/ASCE 7-16 3.471 0 1.736 0.0029 1.78 -1.78 1.78 0.0030 4.988 1.78 1.604 6.254 3.471 1.392 0.0036 0.0046 7.208 4.988 1.110 0.0028 7.799 6.254 0.7725 0.0020 8 7.208 0.396 0.0010 7.799 7.799 0 0.0000 calc. the projected Z axis tributary width 0.0013 0.0007 0.0024 0.0019 0.0041 0.0027 S-12 S-13 S-13 S-14 RESULTS: LOAD CASES CHECKED: D=DEAD LOAD, S=SNOW LOAD, W=WIND LOAD PROTOTYPE LOADS 1) D+S 2) D+.75S+.75W cases A,1 3) D+.75S+.75W cases A,2 4) D+.75S+.75W cases B,1 5) D+.75S+.75W cases B,2 6) D+.75S+.75W cases note 7,1 7) D+.75S+.75W cases note 7,2 8) .6D+W cases A, 1 9) .6D+W cases A,2 10) .6D+W cases B,1 11) .6D+W cases B,2 12) .6D+W cases note 7,1 13) .6D+W cases note 7,2 Rafter: unity check = .531, load case 1, see page 206 RISA output Stud: unity check = .152, load case 1, see page 207 RISA output Ring: unity check = .192 , load case 10, see page 205 of RISA output Cable: Tall = 4.26 kips / 2.2 = 1.91 kips Tmax = 1.643 kips (see page 205 RISA output) Lattice: Tmax ≔ 96 ⋅ lbf member L142, load case 1, pg 60 RISA output ft ≔ ――――― Tmax ― ⋅ ⋅ ⋅ 7 16 in 1.5 in ft = 146.3 psi Ft ≔ 775 ⋅ psi ⋅ 1.6 Ft = 1240 psi S-15 Cmax ≔ 73 ⋅ lbf member L279, load case 12, pg. 87 RISA output column stability factor Fcstar ≔ 1.6 ⋅ 1500 ⋅ psi KcE ≔ .3 c ≔ .8 le ≔ 24 ⋅ in d ≔ ― ⋅ 7 16 in E' ≔ 1600 ⋅ ksi ― = le d 54.9 OK FcE ≔ ――― KcE ⋅ E' ⎛ ⎜ ⎝ ― le d ⎞ ⎟ ⎠ 2 F = cE 159.5 psi Cp ≔ ―――― − 1 + ⎛ ⎜ ⎝ ―― FcE Fcstar ⎞ ⎟ ⎠ 2 ⋅ c ‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾‾ − ⎛ ⎜ ⎜ ⎝⎜ ――― 1 + ―― FcE Fcstar 2 ⋅ c ⎞ ⎟ ⎟ ⎠⎟ 2 ⎛ ⎜ CHECK UPLIFT: S-16 exterior verticals wind uplift worst case node N66, load case 10 (page 38 RISA output) Puplift ≔ 223 ⋅ lb netuplift ≔ Puplift ⋅ 1.5 netuplift = 335 lb resisted by (4) screws to wood deck in withdrawal withdrawal load on screws: ――― = netuplift 4 84 lb Tall ≔ 1.6 ⋅ 1.5 ⋅ in ⋅ 117 ⋅ ― lb in Tall = 281 lb (4) 1 1/2" #8 screws adequate DOOR HEADER: 40" door header θ ≔ 29.4 ⋅ deg P ≔ 569 ⋅ lbf ⋅ sin ((θ) + ) 226 ⋅ lbf ⋅ cos ((θ) ) Max. rafter axial load and shear, Load Case 1 P = 476 lbf span ≔ 40 ⋅ in RP ≔ M ≔ P ⋅ 9.5 ⋅ in M = 4524 lbf ⋅ in Sreq ≔ ―――――――― M 1.15 ⋅ 1.15 ⋅ 1.2 ⋅ 1200 ⋅ psi Sreq = 2.4 in3 try flat 2x8 #1 and better S=2.7 Areq ≔ ――――― 1.5 ⋅ R 1.15 ⋅ 180 ⋅ psi Areq = 3.5 in2 A ≔ 10.88 ⋅ in2 − 1.5 ⋅ in ⋅ 2.5 ⋅ in A = 7.1 in2 ΔTL ≔ ―――――――― 5 ⋅ M ⋅ (( 40 ⋅ in) ) 2 48 ⋅ 1700 ⋅ ksi ⋅ 2.039 ⋅ in4 Δ = TL 0.2 in OK flat 2x8 OK Company : Mar 21, 2020 DesignerPM : 12:40 Job Number : Checked By:_____ Model Name : 16' YURT - ASCE 7-16 - 65 psf - basic (Global) Model Settings Display Sections for Member Calcs Max Internal S ections for Member Calcs Include S hear Deformation? Increase Nailing Capacity for Wind? Include W arping? Trans Load Btwn Intersecting Wood Wall? Area Load Mesh (in^2) Merge Tolerance (in) P-Delta Analysis Tolerance Include P -Delta for Walls? Automatically Iterate Stiffness for Walls? Max Iterations for Wall Stiffness G ravity Acceleration (ft/sec^2) Wall Mesh Size (in) Eigensolution Convergence Tol. (1.E-) Vertical Axis G lobal Member Orientation Plane Static Solver Dynamic Solver 5 97 Yes Yes Yes Yes 144 .12 0.50% Yes No 3 32.2 12 3 Y XZ Standard Skyline Accelerated Solver Hot Rolled Steel Code Adjust Stiffness? RISAConnection Code Cold Formed Steel Code Wood Code Wood Temperature Concrete Code Masonry Code Aluminum Code Stainless Steel Code Adjust Stiffness? AISC 15th(360-16): ASD Yes(Iterative) AISC 14th(360-10): ASD AISI S100-16: ASD AWC NDS-18: ASD < 100F Company : Mar 21, 2020 DesignerPM : 12:40 Job Number : Checked By:_____ Model Name : 16' YURT - ASCE 7-16 - 65 psf - basic (Global) Model Settings, Continued Seismic Code Seismic Base Elevation (ft) Add Base W eight? C t X C t Z T X (sec) T Z (sec) R X R Z C t Exp. X C t Exp. Z SD1 SDS S1 TL (sec) Occupancy Cat Drift Cat ASCE 7-05 Not Entered No .035 .035 Not Entered Not Entered 8.5 8.5 .75 .75 1 1 1 Not Entered I or II Other Om Z Om X Cd Z Cd X Rho Z Rho X 1 1 4 4 1 1 Wood Material Properties Label Type Database Species Grade Cm Emod Nu Ther... Dens[... 1 RAFTER Solid ... Visually G raded Douglas F ir-Larch Select S truc... 1 .3 .3 .035 2 STUD Solid ... Visually G raded Douglas F ir-Larch Select S truc... 1 .3 .3 .035 3 RING Solid ... Visually G raded Douglas F ir-Larch No.1 1 .3 .3 .035 Hot Rolled Steel Properties Label E [ksi] G [ksi] Nu Therm (\1... Density[k/ft^3] Yield[ks i] Ry Fu[ksi] Rt Company : Mar 21, 2020 DesignerPM : 12:40 Job Number : Checked By:_____ Model Name : 16' YURT - ASCE 7-16 - 65 psf - basic Hot Rolled Steel Section Sets Label Shape Type Design List Material Design Ru... A [in2] Iyy [in4] Izz [in4] J [in4] 1 HR1A W10X33_... Beam None HR_STL Typical 9.71 36.6 170 .58 General S ection Sets Label Shape Type Material A [in2] Iyy [in4] Izz [in4] J [in4] 1 CABLE BAR0.1875 Beam G EN_STL .028 6.067e-5 6.067e-5 .0001213 2 LATH RE0.4375X1.5 None lath .656 .123 .01 .034 3 cablebrace BAR0.125 Beam G EN_STL .012 1.198e-5 1.198e-5 2.397e-5 J oint Coordinates and Temperatures Label X [ft] Y [ft] Z [ft] Temp [F] Detach From Diap... 1 N1 0 10.25 2.25 0 2 N2 0.500672 10.25 2.193588 0 3 N3 0.976238 10.25 2.02718 0 4 N4 1.402852 10.25 1.759121 0 5 N5 1.759121 10.25 1.402852 0 6 N6 2.02718 10.25 0.976238 0 7 N7 2.193588 10.25 0.500672 0 8 N8 2.25 10.25 0 0 9 N9 2.193588 10.25 -0.500672 0 10 N10 2.02718 10.25 -0.976238 0 11 N11 1.759121 10.25 -1.402852 0 12 N12 1.402852 10.25 -1.759121 0 13 N13 0.976238 10.25 -2.02718 0 14 N14 0.500672 10.25 -2.193588 0 15 N15 0 10.25 -2.25 0 16 N16 -0.500672 10.25 -2.193588 0 17 N17 -0.976238 10.25 -2.02718 0 18 N18 -1.402852 10.25 -1.759121 0 19 N19 -1.759121 10.25 -1.402852 0 20 N20 -2.02718 10.25 -0.976238 0 21 N21 -2.193588 10.25 -0.500672 0 22 N22 -2.25 10.25 0 0 23 N23 -2.193588 10.25 0.500672 0 24 N24 -2.02718 10.25 0.976238 0 25 N25 -1.759121 10.25 1.402852 0 26 N26 -1.402852 10.25 1.759121 0 27 N27 -0.976238 10.25 2.02718 0 28 N28 -0.500672 10.25 2.193588 0 29 N29 0 7 8 0 30 N30 1.780167 7 7.799423 0 31 N31 3.47107 7 7.207751 0 32 N32 4.988 7 6.255 0 33 N33 6.255 7 4.988 0 34 N34 7.207751 7 3.47107 0 35 N35 7.799423 7 1.780167 0 36 N36 8 7 0 0 37 N37 7.799423 7 -1.780167 0 38 N38 7.207751 7 -3.47107 0 RISA-3D Version 17.0.1 [C :\...\...\...\...\...\...\...\...\...\16' yurt - ASCE 7-16 - 65 psf - basic-datafile.r3d] Page 3 Company : Mar 21, 2020 DesignerPM : 12:40 Job Number : Checked By:_____ Model Name : 16' YURT - ASCE 7-16 - 65 psf - basic J oint Coordinates and Temperatures (Continued) Label X [ft] Y [ft] Z [ft] Temp [F] Detach From Diap... 39 N39 6.254652 7 -4.987918 0 40 N40 4.987918 7 -6.254652 0 41 N41 3.47107 7 -7.207751 0 42 N42 1.780167 7 -7.799423 0 43 N43 0 7 -8 0 44 N44 -1.780167 7 -7.799423 0 45 N45 -3.47107 7 -7.207751 0 46 N46 -4.987918 7 -6.254652 0 47 N47 -6.254652 7 -4.987918 0 48 N48 -7.207751 7 -3.47107 0 49 N49 -7.799423 7 -1.780167 0 50 N50 -8 7 0 0 51 N51 -7.799423 7 1.780167 0 52 N52 -7.207751 7 3.47107 0 53 N53 -6.254652 7 4.987918 0 54 N54 -4.987918 7 6.254652 0 55 N55 -3.47107 7 7.207751 0 56 N56 -1.780167 7 7.799423 0 57 N57 0 0 8 0 58 N58 1.780167 0 7.799423 0 59 N59 3.47107 0 7.207751 0 60 N60 4.987918 0 6.254652 0 61 N61 6.254652 0 4.987918 0 62 N62 7.207751 0 3.47107 0 63 N63 7.799423 0 1.780167 0 64 N64 8 0 0 0 65 N65 7.799423 0 -1.780167 0 66 N66 7.207751 0 -3.47107 0 67 N67 6.254652 0 -4.987918 0 68 N68 4.987918 0 -6.254652 0 69 N69 3.47107 0 -7.207751 0 70 N70 1.780167 0 -7.799423 0 71 N71 0 0 -8 0 72 N72 -1.780167 0 -7.799423 0 73 N73 -3.47107 0 -7.207751 0 74 N74 -4.987918 0 -6.254652 0 75 N75 -6.254652 0 -4.987918 0 76 N76 -7.207751 0 -3.47107 0 77 N77 -7.799423 0 -1.780167 0 78 N78 -8 0 0 0 79 N79 -7.799423 0 1.780167 0 80 N80 -7.207751 0 3.47107 0 81 N81 -6.254652 0 4.987918 0 82 N82 -4.987918 0 6.254652 0 83 N83 -3.47107 0 7.207751 0 84 N84 -1.78 0 7.799423 0 85 N85 0 0 0 0 86 N86 0 9.511914 3.555844 0 87 N87 0.79125 9.511914 3.466692 0 88 N88 1.542823 9.511914 3.203705 0 89 N89 2.217033 9.511914 2.780071 0 90 N90 2.780071 9.511914 2.217033 0 RISA-3D Version 17.0.1 [C :\...\...\...\...\...\...\...\...\...\16' yurt - ASCE 7-16 - 65 psf - basic-datafile.r3d] Page 4 Company : Mar 21, 2020 DesignerPM : 12:40 Job Number : Checked By:_____ Model Name : 16' YURT - ASCE 7-16 - 65 psf - basic J oint Coordinates and Temperatures (Continued) Label X [ft] Y [ft] Z [ft] Temp [F] Detach From Diap... 91 N91 3.203705 9.511914 1.542823 0 92 N92 3.466692 9.511914 0.79125 0 93 N93 3.555844 9.511914 0 0 94 N94 3.466692 9.511914 -0.79125 0 95 N95 3.203705 9.511914 -1.542823 0 96 N96 2.780071 9.511914 -2.217033 0 97 N97 2.217033 9.511914 -2.780071 0 98 N98 1.542823 9.511914 -3.203705 0 99 N99 0.79125 9.511914 -3.466692 0 100 N100 0 9.511914 -3.555844 0 101 N101 -0.79125 9.511914 -3.466692 0 102 N102 -1.542823 9.511914 -3.203705 0 103 N103 -2.217033 9.511914 -2.780071 0 104 N104 -2.780071 9.511914 -2.217033 0 105 N105 -3.203705 9.511914 -1.542823 0 106 N106 -3.466692 9.511914 -0.79125 0 107 N107 -3.555844 9.511914 0 0 108 N108 -3.466692 9.511914 0.79125 0 109 N109 -3.203705 9.511914 1.542823 0 110 N110 -2.780071 9.511914 2.217033 0 111 N111 -2.217033 9.511914 2.780071 0 112 N112 -1.542823 9.511914 3.203705 0 113 N113 -0.79125 9.511914 3.466692 0 114 N114 0.447966 0 7.987448 0 115 N115 1.33946 0 7.887068 0 116 N116 2.214109 0 7.687504 0 117 N117 3.060915 0 7.391265 0 118 N118 3.869227 0 7.002077 0 119 N119 4.628882 0 6.524833 0 120 N120 5.330326 0 5.965536 0 121 N121 5.964739 0 5.331219 0 122 N122 6.524141 0 4.629858 0 123 N123 7.001498 0 3.870275 0 124 N124 7.390807 0 3.06202 0 125 N125 7.687173 0 2.215259 0 126 N126 7.886868 0 1.34064 0 127 N127 7.987381 0 0.449161 0 128 N128 7.987448 0 -0.447966 0 129 N129 7.887068 0 -1.33946 0 130 N130 7.687504 0 -2.214109 0 131 N131 7.391265 0 -3.060915 0 132 N132 7.002077 0 -3.869227 0 133 N133 6.524833 0 -4.628882 0 134 N134 5.965536 0 -5.330326 0 135 N135 5.331219 0 -5.964739 0 136 N136 4.629858 0 -6.524141 0 137 N137 3.870275 0 -7.001498 0 138 N138 3.06202 0 -7.390807 0 139 N139 2.215259 0 -7.687173 0 140 N140 1.34064 0 -7.886868 0 141 N141 0.449161 0 -7.987381 0 142 N142 -0.447966 0 -7.987448 0 RISA-3D Version 17.0.1 [C :\...\...\...\...\...\...\...\...\...\16' yurt - ASCE 7-16 - 65 psf - basic-datafile.r3d] Page 5 Company : Mar 21, 2020 DesignerPM : 12:40 Job Number : Checked By:_____ Model Name : 16' YURT - ASCE 7-16 - 65 psf - basic J oint Coordinates and Temperatures (Continued) Label X [ft] Y [ft] Z [ft] Temp [F] Detach From Diap... 143 N143 -1.33946 0 -7.887068 0 144 N144 -2.214109 0 -7.687504 0 145 N145 -3.060915 0 -7.391265 0 146 N146 -3.869227 0 -7.002077 0 147 N147 -4.628882 0 -6.524833 0 148 N148 -5.330326 0 -5.965536 0 149 N149 -5.964739 0 -5.331219 0 150 N150 -6.524141 0 -4.629858 0 151 N151 -7.001498 0 -3.870275 0 152 N152 -7.390807 0 -3.06202 0 153 N153 -7.687173 0 -2.215259 0 154 N154 -7.886868 0 -1.34064 0 155 N155 -7.987381 0 -0.449161 0 156 N156 -7.987448 0 0.447966 0 157 N157 -7.887068 0 1.33946 0 158 N158 -7.687504 0 2.214109 0 159 N159 -7.391265 0 3.060915 0 160 N160 -7.002077 0 3.869227 0 161 N161 -6.524833 0 4.628882 0 162 N162 -5.965536 0 5.330326 0 163 N163 -5.331219 0 5.964739 0 164 N164 -4.629858 0 6.524141 0 165 N165 -3.870275 0 7.001498 0 166 N166 -3.06202 0 7.390807 0 167 N167 -2.215259 0 7.687173 0 168 N168 -1.34064 0 7.886868 0 169 N169 -0.449161 0 7.987381 0 170 N170 0.447966 1.75 7.987448 0 171 N171 1.33946 1.75 7.887068 0 172 N172 2.214109 1.75 7.687504 0 173 N173 3.060915 1.75 7.391265 0 174 N174 3.869227 1.75 7.002077 0 175 N175 4.628882 1.75 6.524833 0 176 N176 5.330326 1.75 5.965536 0 177 N177 5.964739 1.75 5.331219 0 178 N178 6.524141 1.75 4.629858 0 179 N179 7.001498 1.75 3.870275 0 180 N180 7.390807 1.75 3.06202 0 181 N181 7.687173 1.75 2.215259 0 182 N182 7.886868 1.75 1.34064 0 183 N183 7.987381 1.75 0.449161 0 184 N184 7.987448 1.75 -0.447966 0 185 N185 7.887068 1.75 -1.33946 0 186 N186 7.687504 1.75 -2.214109 0 187 N187 7.391265 1.75 -3.060915 0 188 N188 7.002077 1.75 -3.869227 0 189 N189 6.524833 1.75 -4.628882 0 190 N190 5.965536 1.75 -5.330326 0 191 N191 5.331219 1.75 -5.964739 0 192 N192 4.629858 1.75 -6.524141 0 193 N193 3.870275 1.75 -7.001498 0 194 N194 3.06202 1.75 -7.390807 0 RISA-3D Version 17.0.1 [C :\...\...\...\...\...\...\...\...\...\16' yurt - ASCE 7-16 - 65 psf - basic-datafile.r3d] Page 6 Company : Mar 21, 2020 DesignerPM : 12:40 Job Number : Checked By:_____ Model Name : 16' YURT - ASCE 7-16 - 65 psf - basic J oint Coordinates and Temperatures (Continued) Label X [ft] Y [ft] Z [ft] Temp [F] Detach From Diap... 195 N195 2.215259 1.75 -7.687173 0 196 N196 1.34064 1.75 -7.886868 0 197 N197 0.449161 1.75 -7.987381 0 198 N198 -0.447966 1.75 -7.987448 0 199 N199 -1.33946 1.75 -7.887068 0 200 N200 -2.214109 1.75 -7.687504 0 201 N201 -3.060915 1.75 -7.391265 0 202 N202 -3.869227 1.75 -7.002077 0 203 N203 -4.628882 1.75 -6.524833 0 204 N204 -5.330326 1.75 -5.965536 0 205 N205 -5.964739 1.75 -5.331219 0 206 N206 -6.524141 1.75 -4.629858 0 207 N207 -7.001498 1.75 -3.870275 0 208 N208 -7.390807 1.75 -3.06202 0 209 N209 -7.687173 1.75 -2.215259 0 210 N210 -7.886868 1.75 -1.34064 0 211 N211 -7.987381 1.75 -0.449161 0 212 N212 -7.987448 1.75 0.447966 0 213 N213 -7.887068 1.75 1.33946 0 214 N214 -7.687504 1.75 2.214109 0 215 N215 -7.391265 1.75 3.060915 0 216 N216 -7.002077 1.75 3.869227 0 217 N217 -6.524833 1.75 4.628882 0 218 N218 -5.965536 1.75 5.330326 0 219 N219 -5.331219 1.75 5.964739 0 220 N220 -4.629858 1.75 6.524141 0 221 N221 -3.870275 1.75 7.001498 0 222 N222 -3.06202 1.75 7.390807 0 223 N223 -2.215259 1.75 7.687173 0 224 N224 -1.34064 1.75 7.886868 0 225 N225 -0.449161 1.75 7.987381 0 226 N226 0.447966 3.5 7.987448 0 227 N227 1.33946 3.5 7.887068 0 228 N228 2.214109 3.5 7.687504 0 229 N229 3.060915 3.5 7.391265 0 230 N230 3.869227 3.5 7.002077 0 231 N231 4.628882 3.5 6.524833 0 232 N232 5.330326 3.5 5.965536 0 233 N233 5.964739 3.5 5.331219 0 234 N234 6.524141 3.5 4.629858 0 235 N235 7.001498 3.5 3.870275 0 236 N236 7.390807 3.5 3.06202 0 237 N237 7.687173 3.5 2.215259 0 238 N238 7.886868 3.5 1.34064 0 239 N239 7.987381 3.5 0.449161 0 240 N240 7.987448 3.5 -0.447966 0 241 N241 7.887068 3.5 -1.33946 0 242 N242 7.687504 3.5 -2.214109 0 243 N243 7.391265 3.5 -3.060915 0 244 N244 7.002077 3.5 -3.869227 0 245 N245 6.524833 3.5 -4.628882 0 246 N246 5.965536 3.5 -5.330326 0 RISA-3D Version 17.0.1 [C :\...\...\...\...\...\...\...\...\...\16' yurt - ASCE 7-16 - 65 psf - basic-datafile.r3d] Page 7 Company : Mar 21, 2020 DesignerPM : 12:40 Job Number : Checked By:_____ Model Name : 16' YURT - ASCE 7-16 - 65 psf - basic J oint Coordinates and Temperatures (Continued) Label X [ft] Y [ft] Z [ft] Temp [F] Detach From Diap... 247 N247 5.331219 3.5 -5.964739 0 248 N248 4.629858 3.5 -6.524141 0 249 N249 3.870275 3.5 -7.001498 0 250 N250 3.06202 3.5 -7.390807 0 251 N251 2.215259 3.5 -7.687173 0 252 N252 1.34064 3.5 -7.886868 0 253 N253 0.449161 3.5 -7.987381 0 254 N254 -0.447966 3.5 -7.987448 0 255 N255 -1.33946 3.5 -7.887068 0 256 N256 -2.214109 3.5 -7.687504 0 257 N257 -3.060915 3.5 -7.391265 0 258 N258 -3.869227 3.5 -7.002077 0 259 N259 -4.628882 3.5 -6.524833 0 260 N260 -5.330326 3.5 -5.965536 0 261 N261 -5.964739 3.5 -5.331219 0 262 N262 -6.524141 3.5 -4.629858 0 263 N263 -7.001498 3.5 -3.870275 0 264 N264 -7.390807 3.5 -3.06202 0 265 N265 -7.687173 3.5 -2.215259 0 266 N266 -7.886868 3.5 -1.34064 0 267 N267 -7.987381 3.5 -0.449161 0 268 N268 -7.987448 3.5 0.447966 0 269 N269 -7.887068 3.5 1.33946 0 270 N270 -7.687504 3.5 2.214109 0 271 N271 -7.391265 3.5 3.060915 0 272 N272 -7.002077 3.5 3.869227 0 273 N273 -6.524833 3.5 4.628882 0 274 N274 -5.965536 3.5 5.330326 0 275 N275 -5.331219 3.5 5.964739 0 276 N276 -4.629858 3.5 6.524141 0 277 N277 -3.870275 3.5 7.001498 0 278 N278 -3.06202 3.5 7.390807 0 279 N279 -2.215259 3.5 7.687173 0 280 N280 -1.34064 3.5 7.886868 0 281 N281 -0.449161 3.5 7.987381 0 282 N282 0.894527 .875 7.949832 0 283 N283 1.779001 .875 7.79969 0 284 N284 2.641103 .875 7.551462 0 285 N285 3.469992 .875 7.20827 0 286 N286 4.255243 .875 6.77443 0 287 N287 4.986983 .875 6.255398 0 288 N288 5.656008 .875 5.6577 0 289 N289 6.253906 .875 4.988854 0 290 N290 6.773157 .875 4.25727 0 291 N291 7.207232 .875 3.472148 0 292 N292 7.550671 .875 2.643362 0 293 N293 7.799157 .875 1.781334 0 294 N294 7.949564 .875 0.896905 0 295 N295 8 .875 0.001197 0 296 N296 7.949832 .875 -0.894527 0 297 N297 7.79969 .875 -1.779001 0 298 N298 7.551462 .875 -2.641103 0 RISA-3D Version 17.0.1 [C :\...\...\...\...\...\...\...\...\...\16' yurt - ASCE 7-16 - 65 psf - basic-datafile.r3d] Page 8 Company : Mar 21, 2020 DesignerPM : 12:40 Job Number : Checked By:_____ Model Name : 16' YURT - ASCE 7-16 - 65 psf - basic J oint Coordinates and Temperatures (Continued) Label X [ft] Y [ft] Z [ft] Temp [F] Detach From Diap... 299 N299 7.20827 .875 -3.469992 0 300 N300 6.77443 .875 -4.255243 0 301 N301 6.255398 .875 -4.986983 0 302 N302 5.6577 .875 -5.656008 0 303 N303 4.988854 .875 -6.253906 0 304 N304 4.25727 .875 -6.773157 0 305 N305 3.472148 .875 -7.207232 0 306 N306 2.643362 .875 -7.550671 0 307 N307 1.781334 .875 -7.799157 0 308 N308 0.896905 .875 -7.949564 0 309 N309 0.001197 .875 -8 0 310 N310 -0.894526 .875 -7.949832 0 311 N311 -1.779001 .875 -7.79969 0 312 N312 -2.641103 .875 -7.551462 0 313 N313 -3.469992 .875 -7.20827 0 314 N314 -4.255243 .875 -6.77443 0 315 N315 -4.986983 .875 -6.255398 0 316 N316 -5.656008 .875 -5.6577 0 317 N317 -6.253906 .875 -4.988854 0 318 N318 -6.773157 .875 -4.25727 0 319 N319 -7.207232 .875 -3.472148 0 320 N320 -7.550671 .875 -2.643362 0 321 N321 -7.799157 .875 -1.781334 0 322 N322 -7.949564 .875 -0.896905 0 323 N323 -8 .875 -0.001197 0 324 N324 -7.949832 .875 0.894526 0 325 N325 -7.79969 .875 1.779001 0 326 N326 -7.551462 .875 2.641103 0 327 N327 -7.20827 .875 3.469992 0 328 N328 -6.77443 .875 4.255243 0 329 N329 -6.255398 .875 4.986983 0 330 N330 -5.6577 .875 5.656008 0 331 N331 -4.988854 .875 6.253906 0 332 N332 -4.25727 .875 6.773157 0 333 N333 -3.472148 .875 7.207232 0 334 N334 -2.643362 .875 7.550671 0 335 N335 -1.781334 .875 7.799157 0 336 N336 -0.896905 .875 7.949564 0 337 N337 -0.001197 .875 8 0 338 N338 0.894527 4.375 7.949832 0 339 N339 1.779001 4.375 7.79969 0 340 N340 2.641103 4.375 7.551462 0 341 N341 3.469992 4.375 7.20827 0 342 N342 4.255243 4.375 6.77443 0 343 N343 4.986983 4.375 6.255398 0 344 N344 5.656008 4.375 5.6577 0 345 N345 6.253906 4.375 4.988854 0 346 N346 6.773157 4.375 4.25727 0 347 N347 7.207232 4.375 3.472148 0 348 N348 7.550671 4.375 2.643362 0 349 N349 7.799157 4.375 1.781334 0 350 N350 7.949564 4.375 0.896905 0 RISA-3D Version 17.0.1 [C :\...\...\...\...\...\...\...\...\...\16' yurt - ASCE 7-16 - 65 psf - basic-datafile.r3d] Page 9 Company : Mar 21, 2020 DesignerPM : 12:40 Job Number : Checked By:_____ Model Name : 16' YURT - ASCE 7-16 - 65 psf - basic J oint Coordinates and Temperatures (Continued) Label X [ft] Y [ft] Z [ft] Temp [F] Detach From Diap... 351 N351 8 4.375 0.001197 0 352 N352 7.949832 4.375 -0.894527 0 353 N353 7.79969 4.375 -1.779001 0 354 N354 7.551462 4.375 -2.641103 0 355 N355 7.20827 4.375 -3.469992 0 356 N356 6.77443 4.375 -4.255243 0 357 N357 6.255398 4.375 -4.986983 0 358 N358 5.6577 4.375 -5.656008 0 359 N359 4.988854 4.375 -6.253906 0 360 N360 4.25727 4.375 -6.773157 0 361 N361 3.472148 4.375 -7.207232 0 362 N362 2.643362 4.375 -7.550671 0 363 N363 1.781334 4.375 -7.799157 0 364 N364 0.896905 4.375 -7.949564 0 365 N365 0.001197 4.375 -8 0 366 N366 -0.894526 4.375 -7.949832 0 367 N367 -1.779001 4.375 -7.79969 0 368 N368 -2.641103 4.375 -7.551462 0 369 N369 -3.469992 4.375 -7.20827 0 370 N370 -4.255243 4.375 -6.77443 0 371 N371 -4.986983 4.375 -6.255398 0 372 N372 -5.656008 4.375 -5.6577 0 373 N373 -6.253906 4.375 -4.988854 0 374 N374 -6.773157 4.375 -4.25727 0 375 N375 -7.207232 4.375 -3.472148 0 376 N376 -7.550671 4.375 -2.643362 0 377 N377 -7.799157 4.375 -1.781334 0 378 N378 -7.949564 4.375 -0.896905 0 379 N379 -8 4.375 -0.001197 0 380 N380 -7.949832 4.375 0.894526 0 381 N381 -7.79969 4.375 1.779001 0 382 N382 -7.551462 4.375 2.641103 0 383 N383 -7.20827 4.375 3.469992 0 384 N384 -6.77443 4.375 4.255243 0 385 N385 -6.255398 4.375 4.986983 0 386 N386 -5.6577 4.375 5.656008 0 387 N387 -4.988854 4.375 6.253906 0 388 N388 -4.25727 4.375 6.773157 0 389 N389 -3.472148 4.375 7.207232 0 390 N390 -2.643362 4.375 7.550671 0 391 N391 -1.781334 4.375 7.799157 0 392 N392 -0.896905 4.375 7.949564 0 393 N393 -0.001197 4.375 8 0 394 N394 0.894527 6.125 7.949832 0 395 N395 1.779001 6.125 7.79969 0 396 N396 2.641103 6.125 7.551462 0 397 N397 3.469992 6.125 7.20827 0 398 N398 4.255243 6.125 6.77443 0 399 N399 4.986983 6.125 6.255398 0 400 N400 5.656008 6.125 5.6577 0 401 N401 6.253906 6.125 4.988854 0 402 N402 6.773157 6.125 4.25727 0 RISA-3D Version 17.0.1 [C :\...\...\...\...\...\...\...\...\...\16' yurt - ASCE 7-16 - 65 psf - basic-datafile.r3d] Page 10 Company : Mar 21, 2020 DesignerPM : 12:40 Job Number : Checked By:_____ Model Name : 16' YURT - ASCE 7-16 - 65 psf - basic J oint Coordinates and Temperatures (Continued) Label X [ft] Y [ft] Z [ft] Temp [F] Detach From Diap... 403 N403 7.207232 6.125 3.472148 0 404 N404 7.550671 6.125 2.643362 0 405 N405 7.799157 6.125 1.781334 0 406 N406 7.949564 6.125 0.896905 0 407 N407 8 6.125 0.001197 0 408 N408 7.949832 6.125 -0.894527 0 409 N409 7.79969 6.125 -1.779001 0 410 N410 7.551462 6.125 -2.641103 0 411 N411 7.20827 6.125 -3.469992 0 412 N412 6.77443 6.125 -4.255243 0 413 N413 6.255398 6.125 -4.986983 0 414 N414 5.6577 6.125 -5.656008 0 415 N415 4.988854 6.125 -6.253906 0 416 N416 4.25727 6.125 -6.773157 0 417 N417 3.472148 6.125 -7.207232 0 418 N418 2.643362 6.125 -7.550671 0 419 N419 1.781334 6.125 -7.799157 0 420 N420 0.896905 6.125 -7.949564 0 421 N421 0.001197 6.125 -8 0 422 N422 -0.894526 6.125 -7.949832 0 423 N423 -1.779001 6.125 -7.79969 0 424 N424 -2.641103 6.125 -7.551462 0 425 N425 -3.469992 6.125 -7.20827 0 426 N426 -4.255243 6.125 -6.77443 0 427 N427 -4.986983 6.125 -6.255398 0 428 N428 -5.656008 6.125 -5.6577 0 429 N429 -6.253906 6.125 -4.988854 0 430 N430 -6.773157 6.125 -4.25727 0 431 N431 -7.207232 6.125 -3.472148 0 432 N432 -7.550671 6.125 -2.643362 0 433 N433 -7.799157 6.125 -1.781334 0 434 N434 -7.949564 6.125 -0.896905 0 435 N435 -8 6.125 -0.001197 0 436 N436 -7.949832 6.125 0.894526 0 437 N437 -7.79969 6.125 1.779001 0 438 N438 -7.551462 6.125 2.641103 0 439 N439 -7.20827 6.125 3.469992 0 440 N440 -6.77443 6.125 4.255243 0 441 N441 -6.255398 6.125 4.986983 0 442 N442 -5.6577 6.125 5.656008 0 443 N443 -4.988854 6.125 6.253906 0 444 N444 -4.25727 6.125 6.773157 0 445 N445 -3.472148 6.125 7.207232 0 446 N446 -2.643362 6.125 7.550671 0 447 N447 -1.781334 6.125 7.799157 0 448 N448 -0.896905 6.125 7.949564 0 449 N449 -0.001197 6.125 8 0 450 N450 0 2.625 8 0 451 N451 1.780167 2.625 7.799423 0 452 N452 3.47107 2.625 7.207751 0 453 N453 4.987918 2.625 6.254652 0 454 N454 6.254652 2.625 4.987918 0 RISA-3D Version 17.0.1 [C :\...\...\...\...\...\...\...\...\...\16' yurt - ASCE 7-16 - 65 psf - basic-datafile.r3d] Page 11 Company : Mar 21, 2020 DesignerPM : 12:40 Job Number : Checked By:_____ Model Name : 16' YURT - ASCE 7-16 - 65 psf - basic J oint Coordinates and Temperatures (Continued) Label X [ft] Y [ft] Z [ft] Temp [F] Detach From Diap... 455 N455 7.207751 2.625 3.47107 0 456 N456 7.799423 2.625 1.780167 0 457 N457 8 2.625 0 0 458 N458 7.799423 2.625 -1.780167 0 459 N459 7.207751 2.625 -3.47107 0 460 N460 6.254652 2.625 -4.987918 0 461 N461 4.987918 2.625 -6.254652 0 462 N462 3.47107 2.625 -7.207751 0 463 N463 1.780167 2.625 -7.799423 0 464 N464 0 2.625 -8 0 465 N465 -1.780167 2.625 -7.799423 0 466 N466 -3.47107 2.625 -7.207751 0 467 N467 -4.987918 2.625 -6.254652 0 468 N468 -6.254652 2.625 -4.987918 0 469 N469 -7.207751 2.625 -3.47107 0 470 N470 -7.799423 2.625 -1.780168 0 471 N471 -8 2.625 0 0 472 N472 -7.799423 2.625 1.780167 0 473 N473 -7.207751 2.625 3.47107 0 474 N474 -6.254652 2.625 4.987918 0 475 N475 -4.987918 2.625 6.254652 0 476 N476 -3.47107 2.625 7.207751 0 477 N477 -1.780168 2.625 7.799423 0 478 N478 0.445183 7 7.94984 0 479 N479 2.203027 7 7.651458 0 480 N480 3.850447 7 6.969472 0 481 N481 5.304784 7 5.938216 0 482 N482 6.493279 7 4.608623 0 483 N483 7.355716 7 3.04821 0 484 N484 7.849583 7 1.334984 0 485 N485 7.94984 7 -0.445183 0 486 N486 7.651458 7 -2.203027 0 487 N487 6.969401 7 -3.850402 0 488 N488 5.937868 7 -5.304702 0 489 N489 4.608586 7 -6.493002 0 490 N490 3.04821 7 -7.355716 0 491 N491 1.334984 7 -7.849583 0 492 N492 -0.445183 7 -7.94984 0 493 N493 -2.203027 7 -7.651458 0 494 N494 -3.850402 7 -6.969401 0 495 N495 -5.304702 7 -5.937868 0 496 N496 -6.493002 7 -4.608586 0 497 N497 -7.355716 7 -3.04821 0 498 N498 -7.849583 7 -1.334984 0 499 N499 -7.94984 7 0.445183 0 500 N500 -7.651458 7 2.203027 0 501 N501 -6.969401 7 3.850402 0 502 N502 -5.937868 7 5.304702 0 503 N503 -4.608586 7 6.493002 0 504 N504 -3.04821 7 7.355716 0 505 N505 -1.334984 7 7.849583 0 506 N506 1.334555 7 7.849631 0 RISA-3D Version 17.0.1 [C :\...\...\...\...\...\...\...\...\...\16' yurt - ASCE 7-16 - 65 psf - basic-datafile.r3d] Page 12 Company : Mar 21, 2020 DesignerPM : 12:40 Job Number : Checked By:_____ Model Name : 16' YURT - ASCE 7-16 - 65 psf - basic J oint Coordinates and Temperatures (Continued) Label X [ft] Y [ft] Z [ft] Temp [F] Detach From Diap... 507 N507 3.047802 7 7.355859 0 508 N508 4.608355 7 6.493447 0 509 N509 5.937644 7 5.305356 0 510 N510 6.969304 7 3.850715 0 511 N511 7.651315 7 2.203435 0 512 N512 7.949792 7 0.445612 0 513 N513 7.849631 7 -1.334555 0 514 N514 7.355859 7 -3.047802 0 515 N515 6.493232 7 -4.608221 0 516 N516 5.305008 7 -5.937562 0 517 N517 3.850767 7 -6.969171 0 518 N518 2.203435 7 -7.651315 0 519 N519 0.445612 7 -7.949792 0 520 N520 -1.334555 7 -7.849631 0 521 N521 -3.047802 7 -7.355859 0 522 N522 -4.608221 7 -6.493232 0 523 N523 -5.937562 7 -5.305008 0 524 N524 -6.969171 7 -3.850767 0 525 N525 -7.651315 7 -2.203435 0 526 N526 -7.949792 7 -0.445612 0 527 N527 -7.849631 7 1.334555 0 528 N528 -7.355859 7 3.047802 0 529 N529 -6.493232 7 4.608221 0 530 N530 -5.305008 7 5.937562 0 531 N531 -3.850767 7 6.969171 0 532 N532 -2.203435 7 7.651315 0 533 N533 -0.445612 7 7.949792 0 J oint Boundary Conditions Joint Label X [k/in] Y [k/in] Z [k/in] X Rot.[k-ft/rad] Y Rot.[k-ft/rad] Z Rot.[k-ft/rad] 1 N57 Reaction Reaction Reaction 2 N58 Reaction Reaction Reaction 3 N59 Reaction Reaction Reaction 4 N60 Reaction Reaction Reaction 5 N61 Reaction Reaction Reaction 6 N62 Reaction Reaction Reaction 7 N63 Reaction Reaction Reaction 8 N64 Reaction Reaction Reaction 9 N65 Reaction Reaction Reaction 10 N66 Reaction Reaction Reaction 11 N67 Reaction Reaction Reaction 12 N68 Reaction Reaction Reaction 13 N69 Reaction Reaction Reaction 14 N70 Reaction Reaction Reaction 15 N71 Reaction Reaction Reaction 16 N72 Reaction Reaction Reaction 17 N73 Reaction Reaction Reaction 18 N74 Reaction Reaction Reaction 19 N75 Reaction Reaction Reaction 20 N76 Reaction Reaction Reaction RISA-3D Version 17.0.1 [C :\...\...\...\...\...\...\...\...\...\16' yurt - ASCE 7-16 - 65 psf - basic-datafile.r3d] Page 13 Company : Mar 21, 2020 DesignerPM : 12:40 Job Number : Checked By:_____ Model Name : 16' YURT - ASCE 7-16 - 65 psf - basic J oint Boundary Conditions (C ontinued) Joint Label X [k/in] Y [k/in] Z [k/in] X Rot.[k-ft/rad] Y Rot.[k-ft/rad] Z Rot.[k-ft/rad] 21 N77 Reaction Reaction Reaction 22 N78 Reaction Reaction Reaction 23 N79 Reaction Reaction Reaction 24 N80 Reaction Reaction Reaction 25 N81 Reaction Reaction Reaction 26 N82 Reaction Reaction Reaction 27 N83 Reaction Reaction Reaction 28 N84 Reaction Reaction Reaction Member Primary Data Label I J oint J Joint K Joint Rotate(deg) Section/Shape Type Design List Material Design Rules 1 RG1 N1 N2 90 RING Beam None RING Typical 2 RG2 N2 N3 90 RING Beam None RING Typical 3 RG3 N3 N4 90 RING Beam None RING Typical 4 RG4 N4 N5 90 RING Beam None RING Typical 5 RG5 N5 N6 90 RING Beam None RING Typical 6 RG6 N6 N7 90 RING Beam None RING Typical 7 RG7 N7 N8 90 RING Beam None RING Typical 8 RG8 N8 N9 90 RING Beam None RING Typical 9 RG9 N9 N10 90 RING Beam None RING Typical 10 RG10 N10 N11 90 RING Beam None RING Typical 11 RG11 N11 N12 90 RING Beam None RING Typical 12 RG12 N12 N13 90 RING Beam None RING Typical 13 RG13 N13 N14 90 RING Beam None RING Typical 14 RG14 N14 N15 90 RING Beam None RING Typical 15 RG15 N15 N16 90 RING Beam None RING Typical 16 RG16 N16 N17 90 RING Beam None RING Typical 17 RG17 N17 N18 90 RING Beam None RING Typical 18 RG18 N18 N19 90 RING Beam None RING Typical 19 RG19 N19 N20 90 RING Beam None RING Typical 20 RG20 N20 N21 90 RING Beam None RING Typical 21 RG21 N21 N22 90 RING Beam None RING Typical 22 RG22 N22 N23 90 RING Beam None RING Typical 23 RG23 N23 N24 90 RING Beam None RING Typical 24 RG24 N24 N25 90 RING Beam None RING Typical 25 RG25 N25 N26 90 RING Beam None RING Typical 26 RG26 N26 N27 90 RING Beam None RING Typical 27 RG27 N27 N28 90 RING Beam None RING Typical 28 RG28 N28 N1 90 RING Beam None RING Typical 29 R1 N1 N29 RAFTER Beam None RAFTER Typical 30 R2 N2 N30 RAFTER Beam None RAFTER Typical 31 R3 N3 N31 RAFTER Beam None RAFTER Typical 32 R4 N4 N32 RAFTER Beam None RAFTER Typical 33 R5 N5 N33 RAFTER Beam None RAFTER Typical 34 R6 N6 N34 RAFTER Beam None RAFTER Typical 35 R7 N7 N35 RAFTER Beam None RAFTER Typical 36 R8 N8 N36 RAFTER Beam None RAFTER Typical 37 R9 N9 N37 RAFTER Beam None RAFTER Typical 38 R10 N10 N38 RAFTER Beam None RAFTER Typical 39 R11 N11 N39 RAFTER Beam None RAFTER Typical RISA-3D Version 17.0.1 [C :\...\...\...\...\...\...\...\...\...\16' yurt - ASCE 7-16 - 65 psf - basic-datafile.r3d] Page 14 Company : Mar 21, 2020 DesignerPM : 12:40 Job Number : Checked By:_____ Model Name : 16' YURT - ASCE 7-16 - 65 psf - basic Member Primary Data (Continued) Label I J oint J Joint K Joint Rotate(deg) Section/Shape Type Design List Material Design Rules 40 R12 N12 N40 RAFTER Beam None RAFTER Typical 41 R13 N13 N41 RAFTER Beam None RAFTER Typical 42 R14 N14 N42 RAFTER Beam None RAFTER Typical 43 R15 N15 N43 RAFTER Beam None RAFTER Typical 44 R16 N16 N44 RAFTER Beam None RAFTER Typical 45 R17 N17 N45 RAFTER Beam None RAFTER Typical 46 R18 N18 N46 RAFTER Beam None RAFTER Typical 47 R19 N19 N47 RAFTER Beam None RAFTER Typical 48 R20 N20 N48 RAFTER Beam None RAFTER Typical 49 R21 N21 N49 RAFTER Beam None RAFTER Typical 50 R22 N22 N50 RAFTER Beam None RAFTER Typical 51 R23 N23 N51 RAFTER Beam None RAFTER Typical 52 R24 N24 N52 RAFTER Beam None RAFTER Typical 53 R25 N25 N53 RAFTER Beam None RAFTER Typical 54 R26 N26 N54 RAFTER Beam None RAFTER Typical 55 R27 N27 N55 RAFTER Beam None RAFTER Typical 56 R28 N28 N56 RAFTER Beam None RAFTER Typical 57 P1 N29 N57 N85 STUD Beam None STUD Typical 58 P2 N30 N58 N85 STUD Beam None STUD Typical 59 P3 N31 N59 N85 STUD Beam None STUD Typical 60 P4 N32 N60 N85 STUD Beam None STUD Typical 61 P5 N33 N61 N85 STUD Beam None STUD Typical 62 P6 N34 N62 N85 STUD Beam None STUD Typical 63 P7 N35 N63 N85 STUD Beam None STUD Typical 64 P8 N36 N64 N85 STUD Beam None STUD Typical 65 P9 N37 N65 N85 STUD Beam None STUD Typical 66 P10 N38 N66 N85 STUD Beam None STUD Typical 67 P11 N39 N67 N85 STUD Beam None STUD Typical 68 P12 N40 N68 N85 STUD Beam None STUD Typical 69 P13 N41 N69 N85 STUD Beam None STUD Typical 70 P14 N42 N70 N85 STUD Beam None STUD Typical 71 P15 N43 N71 N85 STUD Beam None STUD Typical 72 P16 N44 N72 N85 STUD Beam None STUD Typical 73 P17 N45 N73 N85 STUD Beam None STUD Typical 74 P18 N46 N74 N85 STUD Beam None STUD Typical 75 P19 N47 N75 N85 STUD Beam None STUD Typical 76 P20 N48 N76 N85 STUD Beam None STUD Typical 77 P21 N49 N77 N85 STUD Beam None STUD Typical 78 P22 N50 N78 N85 STUD Beam None STUD Typical 79 P23 N51 N79 N85 STUD Beam None STUD Typical 80 P24 N52 N80 N85 STUD Beam None STUD Typical 81 P25 N53 N81 N85 STUD Beam None STUD Typical 82 P26 N54 N82 N85 STUD Beam None STUD Typical 83 P27 N55 N83 N85 STUD Beam None STUD Typical 84 P28 N56 N84 N85 STUD Beam None STUD Typical 85 cb253 N86 N87 cablebrace Beam None GEN_STL DR1 86 cb254 N87 N88 cablebrace Beam None GEN_STL DR1 87 cb255 N88 N89 cablebrace Beam None GEN_STL DR1 88 cb256 N89 N90 cablebrace Beam None GEN_STL DR1 89 cb257 N90 N91 cablebrace Beam None GEN_STL DR1 90 cb258 N91 N92 cablebrace Beam None GEN_STL DR1 91 cb259 N92 N93 cablebrace Beam None GEN_STL DR1 RISA-3D Version 17.0.1 [C :\...\...\...\...\...\...\...\...\...\16' yurt - ASCE 7-16 - 65 psf - basic-datafile.r3d] Page 15 Company : Mar 21, 2020 DesignerPM : 12:40 Job Number : Checked By:_____ Model Name : 16' YURT - ASCE 7-16 - 65 psf - basic Member Primary Data (Continued) Label I J oint J Joint K Joint Rotate(deg) Section/Shape Type Design List Material Design Rules 92 cb260 N93 N94 cablebrace Beam None GEN_STL DR1 93 cb261 N94 N95 cablebrace Beam None GEN_STL DR1 94 cb262 N95 N96 cablebrace Beam None GEN_STL DR1 95 cb263 N96 N97 cablebrace Beam None GEN_STL DR1 96 cb264 N97 N98 cablebrace Beam None GEN_STL DR1 97 cb265 N98 N99 cablebrace Beam None GEN_STL DR1 98 cb266 N99 N100 cablebrace Beam None GEN_STL DR1 99 cb267 N100 N101 cablebrace Beam None GEN_STL DR1 100 cb268 N101 N102 cablebrace Beam None GEN_STL DR1 101 cb269 N102 N103 cablebrace Beam None GEN_STL DR1 102 cb270 N103 N104 cablebrace Beam None GEN_STL DR1 103 cb271 N104 N105 cablebrace Beam None GEN_STL DR1 104 cb272 N105 N106 cablebrace Beam None GEN_STL DR1 105 cb273 N106 N107 cablebrace Beam None GEN_STL DR1 106 cb274 N107 N108 cablebrace Beam None GEN_STL DR1 107 cb275 N108 N109 cablebrace Beam None GEN_STL DR1 108 cb276 N109 N110 cablebrace Beam None GEN_STL DR1 109 cb277 N110 N111 cablebrace Beam None GEN_STL DR1 110 cb278 N111 N112 cablebrace Beam None GEN_STL DR1 111 cb279 N112 N113 cablebrace Beam None GEN_STL DR1 112 cb280 N113 N86 cablebrace Beam None GEN_STL DR1 113 L141 N478 N449 90 LATH None None lath DR1 114 L142 N449 N392 90 LATH None None lath DR1 115 L143 N392 N280 90 LATH None None lath DR1 116 L144 N280 N477 90 LATH None None lath DR1 117 L145 N477 N223 90 LATH None None lath DR1 118 L146 N223 N334 90 LATH None None lath DR1 119 L147 N334 N166 90 LATH None None lath DR1 120 L148 N506 N394 90 LATH None None lath DR1 121 L149 N394 N393 90 LATH None None lath DR1 122 L150 N393 N281 90 LATH None None lath DR1 123 L151 N281 N224 90 LATH None None lath DR1 124 L152 N224 N335 90 LATH None None lath DR1 125 L153 N335 N167 90 LATH None None lath DR1 126 L154 N479 N395 90 LATH None None lath DR1 127 L155 N395 N338 90 LATH None None lath DR1 128 L156 N338 N226 90 LATH None None lath DR1 129 L157 N226 N450 90 LATH None None lath DR1 130 L158 N450 N225 90 LATH None None lath DR1 131 L159 N225 N336 90 LATH None None lath DR1 132 L160 N336 N168 90 LATH None None lath DR1 133 L161 N507 N396 90 LATH None None lath DR1 134 L162 N396 N339 90 LATH None None lath DR1 135 L163 N339 N227 90 LATH None None lath DR1 136 L164 N227 N170 90 LATH None None lath DR1 137 L165 N170 N337 90 LATH None None lath DR1 138 L166 N337 N169 90 LATH None None lath DR1 139 L167 N480 N397 90 LATH None None lath DR1 140 L168 N397 N340 90 LATH None None lath DR1 141 L169 N340 N228 90 LATH None None lath DR1 142 L170 N228 N451 90 LATH None None lath DR1 143 L171 N451 N171 90 LATH None None lath DR1 RISA-3D Version 17.0.1 [C :\...\...\...\...\...\...\...\...\...\16' yurt - ASCE 7-16 - 65 psf - basic-datafile.r3d] Page 16 Company : Mar 21, 2020 DesignerPM : 12:40 Job Number : Checked By:_____ Model Name : 16' YURT - ASCE 7-16 - 65 psf - basic Member Primary Data (Continued) Label I J oint J Joint K Joint Rotate(deg) Section/Shape Type Design List Material Design Rules 144 L172 N171 N282 90 LATH None None lath DR1 145 L173 N282 N114 90 LATH None None lath DR1 146 L174 N508 N398 90 LATH None None lath DR1 147 L175 N398 N341 90 LATH None None lath DR1 148 L176 N341 N229 90 LATH None None lath DR1 149 L177 N229 N172 90 LATH None None lath DR1 150 L178 N172 N283 90 LATH None None lath DR1 151 L179 N283 N115 90 LATH None None lath DR1 152 L180 N481 N399 90 LATH None None lath DR1 153 L181 N399 N342 90 LATH None None lath DR1 154 L182 N342 N230 90 LATH None None lath DR1 155 L183 N230 N452 90 LATH None None lath DR1 156 L184 N452 N173 90 LATH None None lath DR1 157 L185 N173 N284 90 LATH None None lath DR1 158 L186 N284 N116 90 LATH None None lath DR1 159 L187 N509 N400 90 LATH None None lath DR1 160 L188 N400 N343 90 LATH None None lath DR1 161 L189 N343 N231 90 LATH None None lath DR1 162 L190 N231 N174 90 LATH None None lath DR1 163 L191 N174 N285 90 LATH None None lath DR1 164 L192 N285 N117 90 LATH None None lath DR1 165 L193 N482 N401 90 LATH None None lath DR1 166 L194 N401 N344 90 LATH None None lath DR1 167 L195 N344 N232 90 LATH None None lath DR1 168 L196 N232 N453 90 LATH None None lath DR1 169 L197 N453 N175 90 LATH None None lath DR1 170 L198 N175 N286 90 LATH None None lath DR1 171 L199 N286 N118 90 LATH None None lath DR1 172 L200 N510 N402 90 LATH None None lath DR1 173 L201 N402 N345 90 LATH None None lath DR1 174 L202 N345 N233 90 LATH None None lath DR1 175 L203 N233 N176 90 LATH None None lath DR1 176 L204 N176 N287 90 LATH None None lath DR1 177 L205 N287 N119 90 LATH None None lath DR1 178 L206 N483 N403 90 LATH None None lath DR1 179 L207 N403 N346 90 LATH None None lath DR1 180 L208 N346 N234 90 LATH None None lath DR1 181 L209 N234 N454 90 LATH None None lath DR1 182 L210 N454 N177 90 LATH None None lath DR1 183 L211 N177 N288 90 LATH None None lath DR1 184 L212 N288 N120 90 LATH None None lath DR1 185 L213 N511 N404 90 LATH None None lath DR1 186 L214 N404 N347 90 LATH None None lath DR1 187 L215 N347 N235 90 LATH None None lath DR1 188 L215A N235 N178 90 LATH None None lath DR1 189 L216 N178 N289 90 LATH None None lath DR1 190 L217 N289 N121 90 LATH None None lath DR1 191 L218 N484 N405 90 LATH None None lath DR1 192 L219 N405 N348 90 LATH None None lath DR1 193 L220 N348 N236 90 LATH None None lath DR1 194 L221 N236 N455 90 LATH None None lath DR1 195 L222 N455 N179 90 LATH None None lath DR1 RISA-3D Version 17.0.1 [C :\...\...\...\...\...\...\...\...\...\16' yurt - ASCE 7-16 - 65 psf - basic-datafile.r3d] Page 17 Company : Mar 21, 2020 DesignerPM : 12:40 Job Number : Checked By:_____ Model Name : 16' YURT - ASCE 7-16 - 65 psf - basic Member Primary Data (Continued) Label I J oint J Joint K Joint Rotate(deg) Section/Shape Type Design List Material Design Rules 196 L223 N179 N290 90 LATH None None lath DR1 197 L224 N290 N122 90 LATH None None lath DR1 198 L225 N512 N406 90 LATH None None lath DR1 199 L226 N406 N349 90 LATH None None lath DR1 200 L227 N349 N237 90 LATH None None lath DR1 201 L228 N237 N180 90 LATH None None lath DR1 202 L229 N180 N291 90 LATH None None lath DR1 203 L230 N291 N123 90 LATH None None lath DR1 204 L231 N485 N407 90 LATH None None lath DR1 205 L232 N407 N350 90 LATH None None lath DR1 206 L233 N350 N238 90 LATH None None lath DR1 207 L234 N238 N456 90 LATH None None lath DR1 208 L235 N456 N181 90 LATH None None lath DR1 209 L236 N181 N292 90 LATH None None lath DR1 210 L237 N292 N124 90 LATH None None lath DR1 211 L238 N513 N408 90 LATH None None lath DR1 212 L239 N408 N351 90 LATH None None lath DR1 213 L240 N351 N239 90 LATH None None lath DR1 214 L241 N239 N182 90 LATH None None lath DR1 215 L242 N182 N293 90 LATH None None lath DR1 216 L243 N293 N125 90 LATH None None lath DR1 217 L244 N486 N409 90 LATH None None lath DR1 218 L245 N409 N352 90 LATH None None lath DR1 219 L246 N352 N240 90 LATH None None lath DR1 220 L246A N240 N457 90 LATH None None lath DR1 221 L247 N457 N183 90 LATH None None lath DR1 222 L248 N183 N294 90 LATH None None lath DR1 223 L249 N294 N126 90 LATH None None lath DR1 224 L250 N514 N410 90 LATH None None lath DR1 225 L251 N410 N353 90 LATH None None lath DR1 226 L252 N353 N241 90 LATH None None lath DR1 227 L253 N241 N184 90 LATH None None lath DR1 228 L253A N184 N295 90 LATH None None lath DR1 229 L254 N295 N127 90 LATH None None lath DR1 230 L255 N487 N411 90 LATH None None lath DR1 231 L256 N411 N354 90 LATH None None lath DR1 232 L257 N354 N242 90 LATH None None lath DR1 233 L258 N242 N458 90 LATH None None lath DR1 234 L259 N458 N185 90 LATH None None lath DR1 235 L260 N185 N296 90 LATH None None lath DR1 236 L261 N296 N128 90 LATH None None lath DR1 237 L262 N515 N412 90 LATH None None lath DR1 238 L263 N412 N355 90 LATH None None lath DR1 239 L264 N355 N243 90 LATH None None lath DR1 240 L265 N243 N186 90 LATH None None lath DR1 241 L266 N186 N297 90 LATH None None lath DR1 242 L267 N297 N129 90 LATH None None lath DR1 243 L268 N488 N413 90 LATH None None lath DR1 244 L269 N413 N356 90 LATH None None lath DR1 245 L270 N356 N244 90 LATH None None lath DR1 246 L271 N244 N459 90 LATH None None lath DR1 247 L272 N459 N187 90 LATH None None lath DR1 RISA-3D Version 17.0.1 [C :\...\...\...\...\...\...\...\...\...\16' yurt - ASCE 7-16 - 65 psf - basic-datafile.r3d] Page 18 Company : Mar 21, 2020 DesignerPM : 12:40 Job Number : Checked By:_____ Model Name : 16' YURT - ASCE 7-16 - 65 psf - basic Member Primary Data (Continued) Label I J oint J Joint K Joint Rotate(deg) Section/Shape Type Design List Material Design Rules 248 L273 N187 N298 90 LATH None None lath DR1 249 L274 N298 N130 90 LATH None None lath DR1 250 L275 N516 N414 90 LATH None None lath DR1 251 L276 N414 N357 90 LATH None None lath DR1 252 L277 N357 N245 90 LATH None None lath DR1 253 L278 N245 N188 90 LATH None None lath DR1 254 L279 N188 N299 90 LATH None None lath DR1 255 L280 N299 N131 90 LATH None None lath DR1 256 L281 N489 N415 90 LATH None None lath DR1 257 L282 N415 N358 90 LATH None None lath DR1 258 L283 N358 N246 90 LATH None None lath DR1 259 L284 N246 N460 90 LATH None None lath DR1 260 L285 N460 N189 90 LATH None None lath DR1 261 L286 N189 N300 90 LATH None None lath DR1 262 L287 N300 N132 90 LATH None None lath DR1 263 L288 N517 N416 90 LATH None None lath DR1 264 L289 N416 N359 90 LATH None None lath DR1 265 L290 N359 N247 90 LATH None None lath DR1 266 L291 N247 N190 90 LATH None None lath DR1 267 L292 N190 N301 90 LATH None None lath DR1 268 L293 N301 N133 90 LATH None None lath DR1 269 L294 N490 N417 90 LATH None None lath DR1 270 L295 N417 N360 90 LATH None None lath DR1 271 L296 N360 N248 90 LATH None None lath DR1 272 L297 N248 N461 90 LATH None None lath DR1 273 L298 N461 N191 90 LATH None None lath DR1 274 L299 N191 N302 90 LATH None None lath DR1 275 L300 N302 N134 90 LATH None None lath DR1 276 L301 N518 N418 90 LATH None None lath DR1 277 L302 N418 N361 90 LATH None None lath DR1 278 L303 N361 N249 90 LATH None None lath DR1 279 L304 N249 N192 90 LATH None None lath DR1 280 L305 N192 N303 90 LATH None None lath DR1 281 L306 N303 N135 90 LATH None None lath DR1 282 L307 N491 N419 90 LATH None None lath DR1 283 L308 N419 N362 90 LATH None None lath DR1 284 L309 N362 N250 90 LATH None None lath DR1 285 L310 N250 N462 90 LATH None None lath DR1 286 L311 N462 N193 90 LATH None None lath DR1 287 L312 N193 N304 90 LATH None None lath DR1 288 L313 N304 N136 90 LATH None None lath DR1 289 L314 N519 N420 90 LATH None None lath DR1 290 L315 N420 N363 90 LATH None None lath DR1 291 L316 N363 N251 90 LATH None None lath DR1 292 L317 N251 N194 90 LATH None None lath DR1 293 L318 N194 N305 90 LATH None None lath DR1 294 L319 N305 N137 90 LATH None None lath DR1 295 L320 N492 N421 90 LATH None None lath DR1 296 L321 N421 N364 90 LATH None None lath DR1 297 L322 N364 N252 90 LATH None None lath DR1 298 L323 N252 N463 90 LATH None None lath DR1 299 L324 N463 N195 90 LATH None None lath DR1 RISA-3D Version 17.0.1 [C :\...\...\...\...\...\...\...\...\...\16' yurt - ASCE 7-16 - 65 psf - basic-datafile.r3d] Page 19 Company : Mar 21, 2020 DesignerPM : 12:40 Job Number : Checked By:_____ Model Name : 16' YURT - ASCE 7-16 - 65 psf - basic Member Primary Data (Continued) Label I J oint J Joint K Joint Rotate(deg) Section/Shape Type Design List Material Design Rules 300 L325 N195 N306 90 LATH None None lath DR1 301 L326 N306 N138 90 LATH None None lath DR1 302 L327 N520 N422 90 LATH None None lath DR1 303 L328 N422 N365 90 LATH None None lath DR1 304 L329 N365 N253 90 LATH None None lath DR1 305 L330 N253 N196 90 LATH None None lath DR1 306 L331 N196 N307 90 LATH None None lath DR1 307 L332 N307 N139 90 LATH None None lath DR1 308 L333 N493 N423 90 LATH None None lath DR1 309 L334 N423 N366 90 LATH None None lath DR1 310 L335 N366 N254 90 LATH None None lath DR1 311 L336 N254 N464 90 LATH None None lath DR1 312 L337 N464 N197 90 LATH None None lath DR1 313 L338 N197 N308 90 LATH None None lath DR1 314 L339 N308 N140 90 LATH None None lath DR1 315 L340 N521 N424 90 LATH None None lath DR1 316 L341 N424 N367 90 LATH None None lath DR1 317 L342 N367 N255 90 LATH None None lath DR1 318 L343 N255 N198 90 LATH None None lath DR1 319 L344 N198 N309 90 LATH None None lath DR1 320 L345 N309 N141 90 LATH None None lath DR1 321 L346 N494 N425 90 LATH None None lath DR1 322 L347 N425 N368 90 LATH None None lath DR1 323 L348 N368 N256 90 LATH None None lath DR1 324 L349 N256 N465 90 LATH None None lath DR1 325 L350 N465 N199 90 LATH None None lath DR1 326 L351 N199 N310 90 LATH None None lath DR1 327 L352 N310 N142 90 LATH None None lath DR1 328 L353 N522 N426 90 LATH None None lath DR1 329 L354 N426 N369 90 LATH None None lath DR1 330 L355 N369 N257 90 LATH None None lath DR1 331 L356 N257 N200 90 LATH None None lath DR1 332 L357 N200 N311 90 LATH None None lath DR1 333 L358 N311 N143 90 LATH None None lath DR1 334 L359 N495 N427 90 LATH None None lath DR1 335 L360 N427 N370 90 LATH None None lath DR1 336 L361 N370 N258 90 LATH None None lath DR1 337 L362 N258 N466 90 LATH None None lath DR1 338 L363 N466 N201 90 LATH None None lath DR1 339 L364 N201 N312 90 LATH None None lath DR1 340 L365 N312 N144 90 LATH None None lath DR1 341 L366 N523 N428 90 LATH None None lath DR1 342 L367 N428 N371 90 LATH None None lath DR1 343 L368 N371 N259 90 LATH None None lath DR1 344 L369 N259 N202 90 LATH None None lath DR1 345 L370 N202 N313 90 LATH None None lath DR1 346 L371 N313 N145 90 LATH None None lath DR1 347 L372 N496 N429 90 LATH None None lath DR1 348 L373 N429 N372 90 LATH None None lath DR1 349 L374 N372 N260 90 LATH None None lath DR1 350 L375 N260 N467 90 LATH None None lath DR1 351 L376 N467 N203 90 LATH None None lath DR1 RISA-3D Version 17.0.1 [C :\...\...\...\...\...\...\...\...\...\16' yurt - ASCE 7-16 - 65 psf - basic-datafile.r3d] Page 20 Company : Mar 21, 2020 DesignerPM : 12:40 Job Number : Checked By:_____ Model Name : 16' YURT - ASCE 7-16 - 65 psf - basic Member Primary Data (Continued) Label I J oint J Joint K Joint Rotate(deg) Section/Shape Type Design List Material Design Rules 352 L377 N203 N314 90 LATH None None lath DR1 353 L378 N314 N146 90 LATH None None lath DR1 354 L379 N524 N430 90 LATH None None lath DR1 355 L380 N430 N373 90 LATH None None lath DR1 356 L381 N373 N261 90 LATH None None lath DR1 357 L382 N261 N204 90 LATH None None lath DR1 358 L383 N204 N315 90 LATH None None lath DR1 359 L384 N315 N147 90 LATH None None lath DR1 360 L385 N497 N431 90 LATH None None lath DR1 361 L386 N431 N374 90 LATH None None lath DR1 362 L387 N374 N262 90 LATH None None lath DR1 363 L388 N262 N468 90 LATH None None lath DR1 364 L389 N468 N205 90 LATH None None lath DR1 365 L390 N205 N316 90 LATH None None lath DR1 366 L391 N316 N148 90 LATH None None lath DR1 367 L392 N525 N432 90 LATH None None lath DR1 368 L393 N432 N375 90 LATH None None lath DR1 369 L394 N375 N263 90 LATH None None lath DR1 370 L395 N263 N206 90 LATH None None lath DR1 371 L396 N206 N317 90 LATH None None lath DR1 372 L397 N317 N149 90 LATH None None lath DR1 373 L398 N498 N433 90 LATH None None lath DR1 374 L399 N433 N376 90 LATH None None lath DR1 375 L400 N376 N264 90 LATH None None lath DR1 376 L401 N264 N469 90 LATH None None lath DR1 377 L402 N469 N207 90 LATH None None lath DR1 378 L403 N207 N318 90 LATH None None lath DR1 379 L404 N318 N150 90 LATH None None lath DR1 380 L405 N526 N434 90 LATH None None lath DR1 381 L406 N434 N377 90 LATH None None lath DR1 382 L407 N377 N265 90 LATH None None lath DR1 383 L408 N265 N208 90 LATH None None lath DR1 384 L409 N208 N319 90 LATH None None lath DR1 385 L410 N319 N151 90 LATH None None lath DR1 386 L411 N499 N435 90 LATH None None lath DR1 387 L412 N435 N378 90 LATH None None lath DR1 388 L413 N378 N266 90 LATH None None lath DR1 389 L414 N266 N470 90 LATH None None lath DR1 390 L415 N470 N209 90 LATH None None lath DR1 391 L416 N209 N320 90 LATH None None lath DR1 392 L417 N320 N152 90 LATH None None lath DR1 393 L418 N527 N436 90 LATH None None lath DR1 394 L419 N436 N379 90 LATH None None lath DR1 395 L420 N379 N267 90 LATH None None lath DR1 396 L421 N267 N210 90 LATH None None lath DR1 397 L422 N210 N321 90 LATH None None lath DR1 398 L423 N321 N153 90 LATH None None lath DR1 399 L424 N500 N437 90 LATH None None lath DR1 400 L425 N437 N380 90 LATH None None lath DR1 401 L426 N380 N268 90 LATH None None lath DR1 402 L427 N268 N471 90 LATH None None lath DR1 403 L428 N471 N211 90 LATH None None lath DR1 RISA-3D Version 17.0.1 [C :\...\...\...\...\...\...\...\...\...\16' yurt - ASCE 7-16 - 65 psf - basic-datafile.r3d] Page 21 Company : Mar 21, 2020 DesignerPM : 12:40 Job Number : Checked By:_____ Model Name : 16' YURT - ASCE 7-16 - 65 psf - basic Member Primary Data (Continued) Label I J oint J Joint K Joint Rotate(deg) Section/Shape Type Design List Material Design Rules 404 L429 N211 N322 90 LATH None None lath DR1 405 L430 N322 N154 90 LATH None None lath DR1 406 L431 N528 N438 90 LATH None None lath DR1 407 L432 N438 N381 90 LATH None None lath DR1 408 L433 N381 N269 90 LATH None None lath DR1 409 L434 N269 N212 90 LATH None None lath DR1 410 L435 N212 N323 90 LATH None None lath DR1 411 L436 N323 N155 90 LATH None None lath DR1 412 L437 N501 N439 90 LATH None None lath DR1 413 L438 N439 N382 90 LATH None None lath DR1 414 L439 N382 N270 90 LATH None None lath DR1 415 L440 N270 N472 90 LATH None None lath DR1 416 L441 N472 N213 90 LATH None None lath DR1 417 L442 N213 N324 90 LATH None None lath DR1 418 L443 N324 N156 90 LATH None None lath DR1 419 L444 N529 N440 90 LATH None None lath DR1 420 L445 N440 N383 90 LATH None None lath DR1 421 L446 N383 N271 90 LATH None None lath DR1 422 L447 N271 N214 90 LATH None None lath DR1 423 L448 N214 N325 90 LATH None None lath DR1 424 L449 N325 N157 90 LATH None None lath DR1 425 L450 N502 N441 90 LATH None None lath DR1 426 L451 N441 N384 90 LATH None None lath DR1 427 L452 N384 N272 90 LATH None None lath DR1 428 L453 N272 N473 90 LATH None None lath DR1 429 L454 N473 N215 90 LATH None None lath DR1 430 L455 N215 N326 90 LATH None None lath DR1 431 L456 N326 N158 90 LATH None None lath DR1 432 L457 N530 N442 90 LATH None None lath DR1 433 L458 N442 N385 90 LATH None None lath DR1 434 L459 N385 N273 90 LATH None None lath DR1 435 L460 N273 N216 90 LATH None None lath DR1 436 L461 N216 N327 90 LATH None None lath DR1 437 L462 N327 N159 90 LATH None None lath DR1 438 L463 N503 N443 90 LATH None None lath DR1 439 L464 N443 N386 90 LATH None None lath DR1 440 L465 N386 N274 90 LATH None None lath DR1 441 L466 N274 N474 90 LATH None None lath DR1 442 L467 N474 N217 90 LATH None None lath DR1 443 L468 N217 N328 90 LATH None None lath DR1 444 L469 N328 N160 90 LATH None None lath DR1 445 L470 N531 N444 90 LATH None None lath DR1 446 L471 N444 N387 90 LATH None None lath DR1 447 L472 N387 N275 90 LATH None None lath DR1 448 L473 N275 N218 90 LATH None None lath DR1 449 L474 N218 N329 90 LATH None None lath DR1 450 L475 N329 N161 90 LATH None None lath DR1 451 L476 N504 N445 90 LATH None None lath DR1 452 L477 N445 N388 90 LATH None None lath DR1 453 L478 N388 N276 90 LATH None None lath DR1 454 L479 N276 N475 90 LATH None None lath DR1 455 L480 N475 N219 90 LATH None None lath DR1 RISA-3D Version 17.0.1 [C :\...\...\...\...\...\...\...\...\...\16' yurt - ASCE 7-16 - 65 psf - basic-datafile.r3d] Page 22 Company : Mar 21, 2020 DesignerPM : 12:40 Job Number : Checked By:_____ Model Name : 16' YURT - ASCE 7-16 - 65 psf - basic Member Primary Data (Continued) Label I J oint J Joint K Joint Rotate(deg) Section/Shape Type Design List Material Design Rules 456 L481 N219 N330 90 LATH None None lath DR1 457 L482 N330 N162 90 LATH None None lath DR1 458 L483 N532 N446 90 LATH None None lath DR1 459 L484 N446 N389 90 LATH None None lath DR1 460 L485 N389 N277 90 LATH None None lath DR1 461 L486 N277 N220 90 LATH None None lath DR1 462 L487 N220 N331 90 LATH None None lath DR1 463 L488 N331 N163 90 LATH None None lath DR1 464 L489 N505 N447 90 LATH None None lath DR1 465 L490 N447 N390 90 LATH None None lath DR1 466 L491 N390 N278 90 LATH None None lath DR1 467 L492 N278 N476 90 LATH None None lath DR1 468 L493 N476 N221 90 LATH None None lath DR1 469 L494 N221 N332 90 LATH None None lath DR1 470 L495 N332 N164 90 LATH None None lath DR1 471 L496 N533 N448 90 LATH None None lath DR1 472 L497 N448 N391 90 LATH None None lath DR1 473 L498 N391 N279 90 LATH None None lath DR1 474 L499 N279 N222 90 LATH None None lath DR1 475 L500 N222 N333 90 LATH None None lath DR1 476 L501 N333 N165 90 LATH None None lath DR1 477 L502 N533 N449 90 LATH None None lath DR1 478 L503 N449 N338 90 LATH None None lath DR1 479 L504 N338 N227 90 LATH None None lath DR1 480 L505 N227 N451 90 LATH None None lath DR1 481 L506 N451 N172 90 LATH None None lath DR1 482 L507 N172 N284 90 LATH None None lath DR1 483 L508 N284 N117 90 LATH None None lath DR1 484 L509 N478 N394 90 LATH None None lath DR1 485 L510 N394 N339 90 LATH None None lath DR1 486 L511 N339 N228 90 LATH None None lath DR1 487 L512 N228 N173 90 LATH None None lath DR1 488 L513 N173 N285 90 LATH None None lath DR1 489 L514 N285 N118 90 LATH None None lath DR1 490 L515 N506 N395 90 LATH None None lath DR1 491 L516 N395 N340 90 LATH None None lath DR1 492 L517 N340 N229 90 LATH None None lath DR1 493 L518 N229 N452 90 LATH None None lath DR1 494 L519 N452 N174 90 LATH None None lath DR1 495 L520 N174 N286 90 LATH None None lath DR1 496 L521 N286 N119 90 LATH None None lath DR1 497 L522 N479 N396 90 LATH None None lath DR1 498 L523 N396 N341 90 LATH None None lath DR1 499 L524 N341 N230 90 LATH None None lath DR1 500 L525 N230 N175 90 LATH None None lath DR1 501 L526 N175 N287 90 LATH None None lath DR1 502 L527 N287 N120 90 LATH None None lath DR1 503 L528 N507 N397 90 LATH None None lath DR1 504 L529 N397 N342 90 LATH None None lath DR1 505 L530 N342 N231 90 LATH None None lath DR1 506 L531 N231 N453 90 LATH None None lath DR1 507 L532 N453 N176 90 LATH None None lath DR1 RISA-3D Version 17.0.1 [C :\...\...\...\...\...\...\...\...\...\16' yurt - ASCE 7-16 - 65 psf - basic-datafile.r3d] Page 23 Company : Mar 21, 2020 DesignerPM : 12:40 Job Number : Checked By:_____ Model Name : 16' YURT - ASCE 7-16 - 65 psf - basic Member Primary Data (Continued) Label I J oint J Joint K Joint Rotate(deg) Section/Shape Type Design List Material Design Rules 508 L533 N176 N288 90 LATH None None lath DR1 509 L534 N288 N121 90 LATH None None lath DR1 510 L535 N480 N398 90 LATH None None lath DR1 511 L536 N398 N343 90 LATH None None lath DR1 512 L537 N343 N232 90 LATH None None lath DR1 513 L538 N232 N177 90 LATH None None lath DR1 514 L539 N177 N289 90 LATH None None lath DR1 515 L540 N289 N122 90 LATH None None lath DR1 516 L541 N508 N399 90 LATH None None lath DR1 517 L542 N399 N344 90 LATH None None lath DR1 518 L543 N344 N233 90 LATH None None lath DR1 519 L544 N233 N454 90 LATH None None lath DR1 520 L545 N454 N178 90 LATH None None lath DR1 521 L546 N178 N290 90 LATH None None lath DR1 522 L547 N290 N123 90 LATH None None lath DR1 523 L548 N481 N400 90 LATH None None lath DR1 524 L549 N400 N345 90 LATH None None lath DR1 525 L550 N345 N234 90 LATH None None lath DR1 526 L551 N234 N179 90 LATH None None lath DR1 527 L552 N179 N291 90 LATH None None lath DR1 528 L553 N291 N124 90 LATH None None lath DR1 529 L554 N509 N401 90 LATH None None lath DR1 530 L555 N401 N346 90 LATH None None lath DR1 531 L556 N346 N235 90 LATH None None lath DR1 532 L557 N235 N455 90 LATH None None lath DR1 533 L558 N455 N180 90 LATH None None lath DR1 534 L559 N180 N292 90 LATH None None lath DR1 535 L560 N292 N125 90 LATH None None lath DR1 536 L561 N482 N402 90 LATH None None lath DR1 537 L562 N402 N347 90 LATH None None lath DR1 538 L563 N347 N236 90 LATH None None lath DR1 539 L564 N236 N181 90 LATH None None lath DR1 540 L565 N181 N293 90 LATH None None lath DR1 541 L566 N293 N126 90 LATH None None lath DR1 542 L567 N510 N403 90 LATH None None lath DR1 543 L568 N403 N348 90 LATH None None lath DR1 544 L569 N348 N237 90 LATH None None lath DR1 545 L570 N237 N456 90 LATH None None lath DR1 546 L571 N456 N182 90 LATH None None lath DR1 547 L572 N182 N294 90 LATH None None lath DR1 548 L573 N294 N127 90 LATH None None lath DR1 549 L574 N483 N404 90 LATH None None lath DR1 550 L575 N404 N349 90 LATH None None lath DR1 551 L576 N349 N238 90 LATH None None lath DR1 552 L576A N238 N183 90 LATH None None lath DR1 553 L577 N183 N295 90 LATH None None lath DR1 554 L578 N295 N128 90 LATH None None lath DR1 555 L579 N511 N405 90 LATH None None lath DR1 556 L580 N405 N350 90 LATH None None lath DR1 557 L581 N350 N239 90 LATH None None lath DR1 558 L582 N239 N457 90 LATH None None lath DR1 559 L583 N457 N184 90 LATH None None lath DR1 RISA-3D Version 17.0.1 [C :\...\...\...\...\...\...\...\...\...\16' yurt - ASCE 7-16 - 65 psf - basic-datafile.r3d] Page 24 Company : Mar 21, 2020 DesignerPM : 12:40 Job Number : Checked By:_____ Model Name : 16' YURT - ASCE 7-16 - 65 psf - basic Member Primary Data (Continued) Label I J oint J Joint K Joint Rotate(deg) Section/Shape Type Design List Material Design Rules 560 L584 N184 N296 90 LATH None None lath DR1 561 L585 N296 N129 90 LATH None None lath DR1 562 L586 N484 N406 90 LATH None None lath DR1 563 L587 N406 N351 90 LATH None None lath DR1 564 L588 N351 N240 90 LATH None None lath DR1 565 L589 N240 N185 90 LATH None None lath DR1 566 L590 N185 N297 90 LATH None None lath DR1 567 L591 N297 N130 90 LATH None None lath DR1 568 L592 N512 N407 90 LATH None None lath DR1 569 L593 N407 N352 90 LATH None None lath DR1 570 L594 N352 N241 90 LATH None None lath DR1 571 L595 N241 N458 90 LATH None None lath DR1 572 L596 N458 N186 90 LATH None None lath DR1 573 L597 N186 N298 90 LATH None None lath DR1 574 L598 N298 N131 90 LATH None None lath DR1 575 L599 N485 N408 90 LATH None None lath DR1 576 L600 N408 N353 90 LATH None None lath DR1 577 L601 N353 N242 90 LATH None None lath DR1 578 L602 N242 N187 90 LATH None None lath DR1 579 L603 N187 N299 90 LATH None None lath DR1 580 L604 N299 N132 90 LATH None None lath DR1 581 L605 N513 N409 90 LATH None None lath DR1 582 L606 N409 N354 90 LATH None None lath DR1 583 L607 N354 N243 90 LATH None None lath DR1 584 L608 N243 N459 90 LATH None None lath DR1 585 L609 N459 N188 90 LATH None None lath DR1 586 L610 N188 N300 90 LATH None None lath DR1 587 L611 N300 N133 90 LATH None None lath DR1 588 L612 N486 N410 90 LATH None None lath DR1 589 L613 N410 N355 90 LATH None None lath DR1 590 L614 N355 N244 90 LATH None None lath DR1 591 L615 N244 N189 90 LATH None None lath DR1 592 L616 N189 N301 90 LATH None None lath DR1 593 L617 N301 N134 90 LATH None None lath DR1 594 L618 N514 N411 90 LATH None None lath DR1 595 L619 N411 N356 90 LATH None None lath DR1 596 L620 N356 N245 90 LATH None None lath DR1 597 L621 N245 N460 90 LATH None None lath DR1 598 L622 N460 N190 90 LATH None None lath DR1 599 L623 N190 N302 90 LATH None None lath DR1 600 L624 N302 N135 90 LATH None None lath DR1 601 L625 N487 N412 90 LATH None None lath DR1 602 L626 N412 N357 90 LATH None None lath DR1 603 L627 N357 N246 90 LATH None None lath DR1 604 L628 N246 N191 90 LATH None None lath DR1 605 L629 N191 N303 90 LATH None None lath DR1 606 L630 N303 N136 90 LATH None None lath DR1 607 L631 N515 N413 90 LATH None None lath DR1 608 L632 N413 N358 90 LATH None None lath DR1 609 L633 N358 N247 90 LATH None None lath DR1 610 L634 N247 N461 90 LATH None None lath DR1 611 L635 N461 N192 90 LATH None None lath DR1 RISA-3D Version 17.0.1 [C :\...\...\...\...\...\...\...\...\...\16' yurt - ASCE 7-16 - 65 psf - basic-datafile.r3d] Page 25 Company : Mar 21, 2020 DesignerPM : 12:40 Job Number : Checked By:_____ Model Name : 16' YURT - ASCE 7-16 - 65 psf - basic Member Primary Data (Continued) Label I J oint J Joint K Joint Rotate(deg) Section/Shape Type Design List Material Design Rules 612 L636 N192 N304 90 LATH None None lath DR1 613 L637 N304 N137 90 LATH None None lath DR1 614 L638 N488 N414 90 LATH None None lath DR1 615 L639 N414 N359 90 LATH None None lath DR1 616 L640 N359 N248 90 LATH None None lath DR1 617 L641 N248 N193 90 LATH None None lath DR1 618 L642 N193 N305 90 LATH None None lath DR1 619 L643 N305 N138 90 LATH None None lath DR1 620 L644 N516 N415 90 LATH None None lath DR1 621 L645 N415 N360 90 LATH None None lath DR1 622 L646 N360 N249 90 LATH None None lath DR1 623 L647 N249 N462 90 LATH None None lath DR1 624 L648 N462 N194 90 LATH None None lath DR1 625 L649 N194 N306 90 LATH None None lath DR1 626 L650 N306 N139 90 LATH None None lath DR1 627 L651 N489 N416 90 LATH None None lath DR1 628 L652 N416 N361 90 LATH None None lath DR1 629 L653 N361 N250 90 LATH None None lath DR1 630 L654 N250 N195 90 LATH None None lath DR1 631 L655 N195 N307 90 LATH None None lath DR1 632 L656 N307 N140 90 LATH None None lath DR1 633 L657 N517 N417 90 LATH None None lath DR1 634 L658 N417 N362 90 LATH None None lath DR1 635 L659 N362 N251 90 LATH None None lath DR1 636 L660 N251 N463 90 LATH None None lath DR1 637 L661 N463 N196 90 LATH None None lath DR1 638 L662 N196 N308 90 LATH None None lath DR1 639 L663 N308 N141 90 LATH None None lath DR1 640 L664 N490 N418 90 LATH None None lath DR1 641 L665 N418 N363 90 LATH None None lath DR1 642 L666 N363 N252 90 LATH None None lath DR1 643 L667 N252 N197 90 LATH None None lath DR1 644 L668 N197 N309 90 LATH None None lath DR1 645 L669 N309 N142 90 LATH None None lath DR1 646 L670 N518 N419 90 LATH None None lath DR1 647 L671 N419 N364 90 LATH None None lath DR1 648 L672 N364 N253 90 LATH None None lath DR1 649 L673 N253 N464 90 LATH None None lath DR1 650 L674 N464 N198 90 LATH None None lath DR1 651 L675 N198 N310 90 LATH None None lath DR1 652 L676 N310 N143 90 LATH None None lath DR1 653 L677 N491 N420 90 LATH None None lath DR1 654 L678 N420 N365 90 LATH None None lath DR1 655 L679 N365 N254 90 LATH None None lath DR1 656 L680 N254 N199 90 LATH None None lath DR1 657 L681 N199 N311 90 LATH None None lath DR1 658 L682 N311 N144 90 LATH None None lath DR1 659 L683 N519 N421 90 LATH None None lath DR1 660 L684 N421 N366 90 LATH None None lath DR1 661 L685 N366 N255 90 LATH None None lath DR1 662 L686 N255 N465 90 LATH None None lath DR1 663 L687 N465 N200 90 LATH None None lath DR1 RISA-3D Version 17.0.1 [C :\...\...\...\...\...\...\...\...\...\16' yurt - ASCE 7-16 - 65 psf - basic-datafile.r3d] Page 26 Company : Mar 21, 2020 DesignerPM : 12:40 Job Number : Checked By:_____ Model Name : 16' YURT - ASCE 7-16 - 65 psf - basic Member Primary Data (Continued) Label I J oint J Joint K Joint Rotate(deg) Section/Shape Type Design List Material Design Rules 664 L688 N200 N312 90 LATH None None lath DR1 665 L689 N312 N145 90 LATH None None lath DR1 666 L690 N492 N422 90 LATH None None lath DR1 667 L691 N422 N367 90 LATH None None lath DR1 668 L692 N367 N256 90 LATH None None lath DR1 669 L693 N256 N201 90 LATH None None lath DR1 670 L694 N201 N313 90 LATH None None lath DR1 671 L695 N313 N146 90 LATH None None lath DR1 672 L696 N520 N423 90 LATH None None lath DR1 673 L697 N423 N368 90 LATH None None lath DR1 674 L698 N368 N257 90 LATH None None lath DR1 675 L699 N257 N466 90 LATH None None lath DR1 676 L700 N466 N202 90 LATH None None lath DR1 677 L701 N202 N314 90 LATH None None lath DR1 678 L702 N314 N147 90 LATH None None lath DR1 679 L703 N493 N424 90 LATH None None lath DR1 680 L704 N424 N369 90 LATH None None lath DR1 681 L705 N369 N258 90 LATH None None lath DR1 682 L706 N258 N203 90 LATH None None lath DR1 683 L707 N203 N315 90 LATH None None lath DR1 684 L708 N315 N148 90 LATH None None lath DR1 685 L709 N521 N425 90 LATH None None lath DR1 686 L710 N425 N370 90 LATH None None lath DR1 687 L711 N370 N259 90 LATH None None lath DR1 688 L712 N259 N467 90 LATH None None lath DR1 689 L713 N467 N204 90 LATH None None lath DR1 690 L714 N204 N316 90 LATH None None lath DR1 691 L715 N316 N149 90 LATH None None lath DR1 692 L716 N494 N426 90 LATH None None lath DR1 693 L717 N426 N371 90 LATH None None lath DR1 694 L718 N371 N260 90 LATH None None lath DR1 695 L719 N260 N205 90 LATH None None lath DR1 696 L720 N205 N317 90 LATH None None lath DR1 697 L721 N317 N150 90 LATH None None lath DR1 698 L722 N522 N427 90 LATH None None lath DR1 699 L723 N427 N372 90 LATH None None lath DR1 700 L724 N372 N261 90 LATH None None lath DR1 701 L725 N261 N468 90 LATH None None lath DR1 702 L726 N468 N206 90 LATH None None lath DR1 703 L727 N206 N318 90 LATH None None lath DR1 704 L728 N318 N151 90 LATH None None lath DR1 705 L729 N495 N428 90 LATH None None lath DR1 706 L730 N428 N373 90 LATH None None lath DR1 707 L731 N373 N262 90 LATH None None lath DR1 708 L732 N262 N207 90 LATH None None lath DR1 709 L733 N207 N319 90 LATH None None lath DR1 710 L734 N319 N152 90 LATH None None lath DR1 711 L735 N523 N429 90 LATH None None lath DR1 712 L736 N429 N374 90 LATH None None lath DR1 713 L737 N374 N263 90 LATH None None lath DR1 714 L738 N263 N469 90 LATH None None lath DR1 715 L739 N469 N208 90 LATH None None lath DR1 RISA-3D Version 17.0.1 [C :\...\...\...\...\...\...\...\...\...\16' yurt - ASCE 7-16 - 65 psf - basic-datafile.r3d] Page 27 Company : Mar 21, 2020 DesignerPM : 12:40 Job Number : Checked By:_____ Model Name : 16' YURT - ASCE 7-16 - 65 psf - basic Member Primary Data (Continued) Label I J oint J Joint K Joint Rotate(deg) Section/Shape Type Design List Material Design Rules 716 L740 N208 N320 90 LATH None None lath DR1 717 L741 N320 N153 90 LATH None None lath DR1 718 L742 N496 N430 90 LATH None None lath DR1 719 L743 N430 N375 90 LATH None None lath DR1 720 L744 N375 N264 90 LATH None None lath DR1 721 L745 N264 N209 90 LATH None None lath DR1 722 L746 N209 N321 90 LATH None None lath DR1 723 L747 N321 N154 90 LATH None None lath DR1 724 L748 N524 N431 90 LATH None None lath DR1 725 L749 N431 N376 90 LATH None None lath DR1 726 L750 N376 N265 90 LATH None None lath DR1 727 L751 N265 N470 90 LATH None None lath DR1 728 L752 N470 N210 90 LATH None None lath DR1 729 L753 N210 N322 90 LATH None None lath DR1 730 L754 N322 N155 90 LATH None None lath DR1 731 L755 N497 N432 90 LATH None None lath DR1 732 L756 N432 N377 90 LATH None None lath DR1 733 L757 N377 N266 90 LATH None None lath DR1 734 L758 N266 N211 90 LATH None None lath DR1 735 L759 N211 N323 90 LATH None None lath DR1 736 L760 N323 N156 90 LATH None None lath DR1 737 L761 N525 N433 90 LATH None None lath DR1 738 L762 N433 N378 90 LATH None None lath DR1 739 L763 N378 N267 90 LATH None None lath DR1 740 L764 N267 N471 90 LATH None None lath DR1 741 L765 N471 N212 90 LATH None None lath DR1 742 L766 N212 N324 90 LATH None None lath DR1 743 L767 N324 N157 90 LATH None None lath DR1 744 L768 N498 N434 90 LATH None None lath DR1 745 L769 N434 N379 90 LATH None None lath DR1 746 L770 N379 N268 90 LATH None None lath DR1 747 L771 N268 N213 90 LATH None None lath DR1 748 L772 N213 N325 90 LATH None None lath DR1 749 L773 N325 N158 90 LATH None None lath DR1 750 L774 N526 N435 90 LATH None None lath DR1 751 L775 N435 N380 90 LATH None None lath DR1 752 L776 N380 N269 90 LATH None None lath DR1 753 L777 N269 N472 90 LATH None None lath DR1 754 L778 N472 N214 90 LATH None None lath DR1 755 L779 N214 N326 90 LATH None None lath DR1 756 L780 N326 N159 90 LATH None None lath DR1 757 L781 N499 N436 90 LATH None None lath DR1 758 L782 N436 N381 90 LATH None None lath DR1 759 L783 N381 N270 90 LATH None None lath DR1 760 L784 N270 N215 90 LATH None None lath DR1 761 L785 N215 N327 90 LATH None None lath DR1 762 L786 N327 N160 90 LATH None None lath DR1 763 L787 N527 N437 90 LATH None None lath DR1 764 L788 N437 N382 90 LATH None None lath DR1 765 L789 N382 N271 90 LATH None None lath DR1 766 L790 N271 N473 90 LATH None None lath DR1 767 L791 N473 N216 90 LATH None None lath DR1 RISA-3D Version 17.0.1 [C :\...\...\...\...\...\...\...\...\...\16' yurt - ASCE 7-16 - 65 psf - basic-datafile.r3d] Page 28 Company : Mar 21, 2020 DesignerPM : 12:40 Job Number : Checked By:_____ Model Name : 16' YURT - ASCE 7-16 - 65 psf - basic Member Primary Data (Continued) Label I J oint J Joint K Joint Rotate(deg) Section/Shape Type Design List Material Design Rules 768 L792 N216 N328 90 LATH None None lath DR1 769 L793 N328 N161 90 LATH None None lath DR1 770 L794 N500 N438 90 LATH None None lath DR1 771 L795 N438 N383 90 LATH None None lath DR1 772 L796 N383 N272 90 LATH None None lath DR1 773 L797 N272 N217 90 LATH None None lath DR1 774 L798 N217 N329 90 LATH None None lath DR1 775 L799 N329 N162 90 LATH None None lath DR1 776 L800 N528 N439 90 LATH None None lath DR1 777 L801 N439 N384 90 LATH None None lath DR1 778 L802 N384 N273 90 LATH None None lath DR1 779 L803 N273 N474 90 LATH None None lath DR1 780 L804 N474 N218 90 LATH None None lath DR1 781 L805 N218 N330 90 LATH None None lath DR1 782 L806 N330 N163 90 LATH None None lath DR1 783 L807 N501 N440 90 LATH None None lath DR1 784 L808 N440 N385 90 LATH None None lath DR1 785 L809 N385 N274 90 LATH None None lath DR1 786 L810 N274 N219 90 LATH None None lath DR1 787 L811 N219 N331 90 LATH None None lath DR1 788 L812 N331 N164 90 LATH None None lath DR1 789 L813 N529 N441 90 LATH None None lath DR1 790 L814 N441 N386 90 LATH None None lath DR1 791 L815 N386 N275 90 LATH None None lath DR1 792 L816 N275 N475 90 LATH None None lath DR1 793 L817 N475 N220 90 LATH None None lath DR1 794 L818 N220 N332 90 LATH None None lath DR1 795 L819 N332 N165 90 LATH None None lath DR1 796 L820 N502 N442 90 LATH None None lath DR1 797 L821 N442 N387 90 LATH None None lath DR1 798 L822 N387 N276 90 LATH None None lath DR1 799 L823 N276 N221 90 LATH None None lath DR1 800 L824 N221 N333 90 LATH None None lath DR1 801 L825 N333 N166 90 LATH None None lath DR1 802 L826 N530 N443 90 LATH None None lath DR1 803 L827 N443 N388 90 LATH None None lath DR1 804 L828 N388 N277 90 LATH None None lath DR1 805 L829 N277 N476 90 LATH None None lath DR1 806 L830 N476 N222 90 LATH None None lath DR1 807 L831 N222 N334 90 LATH None None lath DR1 808 L832 N334 N167 90 LATH None None lath DR1 809 L833 N503 N444 90 LATH None None lath DR1 810 L834 N444 N389 90 LATH None None lath DR1 811 L835 N389 N278 90 LATH None None lath DR1 812 L836 N278 N223 90 LATH None None lath DR1 813 L837 N223 N335 90 LATH None None lath DR1 814 L838 N335 N168 90 LATH None None lath DR1 815 L839 N531 N445 90 LATH None None lath DR1 816 L840 N445 N390 90 LATH None None lath DR1 817 L841 N390 N279 90 LATH None None lath DR1 818 L842 N279 N477 90 LATH None None lath DR1 819 L843 N477 N224 90 LATH None None lath DR1 RISA-3D Version 17.0.1 [C :\...\...\...\...\...\...\...\...\...\16' yurt - ASCE 7-16 - 65 psf - basic-datafile.r3d] Page 29 Company : Mar 21, 2020 DesignerPM : 12:40 Job Number : Checked By:_____ Model Name : 16' YURT - ASCE 7-16 - 65 psf - basic Member Primary Data (Continued) Label I J oint J Joint K Joint Rotate(deg) Section/Shape Type Design List Material Design Rules 820 L844 N224 N336 90 LATH None None lath DR1 821 L845 N336 N169 90 LATH None None lath DR1 822 L846 N504 N446 90 LATH None None lath DR1 823 L847 N446 N391 90 LATH None None lath DR1 824 L848 N391 N280 90 LATH None None lath DR1 825 L849 N280 N225 90 LATH None None lath DR1 826 L850 N225 N337 90 LATH None None lath DR1 827 L851 N337 N114 90 LATH None None lath DR1 828 L852 N532 N447 90 LATH None None lath DR1 829 L853 N447 N392 90 LATH None None lath DR1 830 L854 N392 N281 90 LATH None None lath DR1 831 L855 N281 N450 90 LATH None None lath DR1 832 L856 N450 N170 90 LATH None None lath DR1 833 L857 N170 N282 90 LATH None None lath DR1 834 L858 N282 N115 90 LATH None None lath DR1 835 L859 N505 N448 90 LATH None None lath DR1 836 L860 N448 N393 90 LATH None None lath DR1 837 L861 N393 N226 90 LATH None None lath DR1 838 L862 N226 N171 90 LATH None None lath DR1 839 L863 N171 N283 90 LATH None None lath DR1 840 L864 N283 N116 90 LATH None None lath DR1 841 C841 N32 N33 CABLE Beam None GEN_STL DR1 842 C842 N33 N34 CABLE Beam None GEN_STL DR1 843 C843 N34 N35 CABLE Beam None GEN_STL DR1 844 C844 N35 N36 CABLE Beam None GEN_STL DR1 845 C845 N36 N37 CABLE Beam None GEN_STL DR1 846 C846 N37 N38 CABLE Beam None GEN_STL DR1 847 C847 N38 N39 CABLE Beam None GEN_STL DR1 848 C848 N39 N40 CABLE Beam None GEN_STL DR1 849 C849 N40 N41 CABLE Beam None GEN_STL DR1 850 C850 N41 N42 CABLE Beam None GEN_STL DR1 851 C851 N42 N43 CABLE Beam None GEN_STL DR1 852 C852 N43 N44 CABLE Beam None GEN_STL DR1 853 C853 N44 N45 CABLE Beam None GEN_STL DR1 854 C854 N45 N46 CABLE Beam None GEN_STL DR1 855 C855 N46 N47 CABLE Beam None GEN_STL DR1 856 C856 N47 N48 CABLE Beam None GEN_STL DR1 857 C857 N48 N49 CABLE Beam None GEN_STL DR1 858 C858 N49 N50 CABLE Beam None GEN_STL DR1 859 C859 N50 N51 CABLE Beam None GEN_STL DR1 860 C860 N51 N52 CABLE Beam None GEN_STL DR1 861 C861 N52 N53 CABLE Beam None GEN_STL DR1 862 C862 N53 N54 CABLE Beam None GEN_STL DR1 863 C863 N54 N55 CABLE Beam None GEN_STL DR1 864 C864 N55 N56 CABLE Beam None GEN_STL DR1 865 C865 N56 N29 CABLE Beam None GEN_STL DR1 866 C866 N29 N30 CABLE Beam None GEN_STL DR1 867 C867 N30 N31 CABLE Beam None GEN_STL DR1 868 C868 N31 N32 CABLE Beam None GEN_STL DR1 RISA-3D Version 17.0.1 [C :\...\...\...\...\...\...\...\...\...\16' yurt - ASCE 7-16 - 65 psf - basic-datafile.r3d] Page 30 Company : Mar 21, 2020 DesignerPM : 12:40 Job Number : Checked By:_____ Model Name : 16' YURT - ASCE 7-16 - 65 psf - basic Wood Design Parameters Label Shape Length... le2[ft] le1[ft] le-bend top[ft] le-bend b... Kyy Kzz CV Cr y sway z sway 1 RG1 RING .504 Lbyy 1 2 RG2 RING .504 Lbyy 1 3 RG3 RING .504 Lbyy 1 4 RG4 RING .504 Lbyy 1 5 RG5 RING .504 Lbyy 1 6 RG6 RING .504 Lbyy 1 7 RG7 RING .504 Lbyy 1 8 RG8 RING .504 Lbyy 1 9 RG9 RING .504 Lbyy 1 10 RG10 RING .504 Lbyy 1 11 RG11 RING .504 Lbyy 1 12 RG12 RING .504 Lbyy 1 13 RG13 RING .504 Lbyy 1 14 RG14 RING .504 Lbyy 1 15 RG15 RING .504 Lbyy 1 16 RG16 RING .504 Lbyy 1 17 RG17 RING .504 Lbyy 1 18 RG18 RING .504 Lbyy 1 19 RG19 RING .504 Lbyy 1 20 RG20 RING .504 Lbyy 1 21 RG21 RING .504 Lbyy 1 22 RG22 RING .504 Lbyy 1 23 RG23 RING .504 Lbyy 1 24 RG24 RING .504 Lbyy 1 25 RG25 RING .504 Lbyy 1 26 RG26 RING .504 Lbyy 1 27 RG27 RING .504 Lbyy 1 28 RG28 RING .504 Lbyy 1 29 R1 RAFTER 6.605 Segment Lbyy 1 Yes 30 R2 RAFTER 6.605 Segment Lbyy 1 Yes 31 R3 RAFTER 6.605 Segment Lbyy 1 Yes 32 R4 RAFTER 6.605 Segment Lbyy 1 Yes 33 R5 RAFTER 6.605 Segment Lbyy 1 Yes 34 R6 RAFTER 6.605 Segment Lbyy 1 Yes 35 R7 RAFTER 6.605 Segment Lbyy 1 Yes 36 R8 RAFTER 6.605 Segment Lbyy 1 Yes 37 R9 RAFTER 6.605 Segment Lbyy 1 Yes 38 R10 RAFTER 6.605 Segment Lbyy 1 Yes 39 R11 RAFTER 6.605 Segment Lbyy 1 Yes 40 R12 RAFTER 6.605 Segment Lbyy 1 Yes 41 R13 RAFTER 6.605 Segment Lbyy 1 Yes 42 R14 RAFTER 6.605 Segment Lbyy 1 Yes 43 R15 RAFTER 6.605 Segment Lbyy 1 Yes 44 R16 RAFTER 6.605 Segment Lbyy 1 Yes 45 R17 RAFTER 6.605 Segment Lbyy 1 Yes 46 R18 RAFTER 6.605 Segment Lbyy 1 Yes 47 R19 RAFTER 6.605 Segment Lbyy 1 Yes 48 R20 RAFTER 6.605 Segment Lbyy 1 Yes 49 R21 RAFTER 6.605 Segment Lbyy 1 Yes 50 R22 RAFTER 6.605 Segment Lbyy 1 Yes 51 R23 RAFTER 6.605 Segment Lbyy 1 Yes RISA-3D Version 17.0.1 [C :\...\...\...\...\...\...\...\...\...\16' yurt - ASCE 7-16 - 65 psf - basic-datafile.r3d] Page 31 Company : Mar 21, 2020 DesignerPM : 12:40 Job Number : Checked By:_____ Model Name : 16' YURT - ASCE 7-16 - 65 psf - basic Wood Design Parameters (Continued) Label Shape Length... le2[ft] le1[ft] le-bend top[ft] le-bend b... Kyy Kzz CV Cr y sway z sway 52 R24 RAFTER 6.605 Segment Lbyy 1 Yes 53 R25 RAFTER 6.605 Segment Lbyy 1 Yes 54 R26 RAFTER 6.605 Segment Lbyy 1 Yes 55 R27 RAFTER 6.605 Segment Lbyy 1 Yes 56 R28 RAFTER 6.605 Segment Lbyy 1 Yes 57 P1 STUD 7 1.75 Lbyy 1 Yes 58 P2 STUD 7 1.75 Lbyy 1 Yes 59 P3 STUD 7 1.75 Lbyy 1 Yes 60 P4 STUD 7 1.75 Lbyy 1 Yes 61 P5 STUD 7 1.75 Lbyy 1 Yes 62 P6 STUD 7 1.75 Lbyy 1 Yes 63 P7 STUD 7 1.75 Lbyy 1 Yes 64 P8 STUD 7 1.75 Lbyy 1 Yes 65 P9 STUD 7 1.75 Lbyy 1 Yes 66 P10 STUD 7 1.75 Lbyy 1 Yes 67 P11 STUD 7 1.75 Lbyy 1 Yes 68 P12 STUD 7 1.75 Lbyy 1 Yes 69 P13 STUD 7 1.75 Lbyy 1 Yes 70 P14 STUD 7 1.75 Lbyy 1 Yes 71 P15 STUD 7 1.75 Lbyy 1 Yes 72 P16 STUD 7 1.75 Lbyy 1 Yes 73 P17 STUD 7 1.75 Lbyy 1 Yes 74 P18 STUD 7 1.75 Lbyy 1 Yes 75 P19 STUD 7 1.75 Lbyy 1 Yes 76 P20 STUD 7 1.75 Lbyy 1 Yes 77 P21 STUD 7 1.75 Lbyy 1 Yes 78 P22 STUD 7 1.75 Lbyy 1 Yes 79 P23 STUD 7 1.75 Lbyy 1 Yes 80 P24 STUD 7 1.75 Lbyy 1 Yes 81 P25 STUD 7 1.75 Lbyy 1 Yes 82 P26 STUD 7 1.75 Lbyy 1 Yes 83 P27 STUD 7 1.75 Lbyy 1 Yes 84 P28 STUD 7 1.75 Lbyy 1 Yes J oint Loads and E nforced Displacements Joint Label L,D,M Direction Magnitude[(k,k-ft), (in,rad), (k*s^2/f... No Data to Print ... Member Point Loads (B LC 7 : wind torsion) Member Label Direction Magnitude[k,k-ft] Location[ft,%] 1 P1 z .005 0 2 P2 z .005 0 3 P3 z .005 0 4 P4 z .005 0 5 P5 z .005 0 6 P6 z .005 0 7 P7 z .005 0 8 P8 z .005 0 9 P9 z .005 0 RISA-3D Version 17.0.1 [C :\...\...\...\...\...\...\...\...\...\16' yurt - ASCE 7-16 - 65 psf - basic-datafile.r3d] Page 32 Company : Mar 21, 2020 DesignerPM : 12:40 Job Number : Checked By:_____ Model Name : 16' YURT - ASCE 7-16 - 65 psf - basic Member Point Loads (B LC 7 : wind torsion) (Continued) Member Label Direction Magnitude[k,k-ft] Location[ft,%] 10 P10 z .005 0 11 P11 z .005 0 12 P12 z .005 0 13 P13 z .005 0 14 P14 z .005 0 15 P15 z .005 0 16 P16 z .005 0 17 P17 z .005 0 18 P18 z .005 0 19 P19 z .005 0 20 P20 z .005 0 21 P21 z .005 0 22 P22 z .005 0 23 P23 z .005 0 24 P24 z .005 0 25 P25 z .005 0 26 P26 z .005 0 27 P27 z .005 0 28 P28 z .005 0 Member Distributed Loads (BLC 1 : snow) Member Label Direction S tart Magnitude[k/ft,... End Magnitude[k/ft,F... S tart Location[ft,%] End Location[ft,%] 1 RG1 Y -.011 -.011 0 0 2 RG2 Y -.011 -.011 0 0 3 RG3 Y -.011 -.011 0 0 4 RG4 Y -.011 -.011 0 0 5 RG5 Y -.011 -.011 0 0 6 RG6 Y -.011 -.011 0 0 7 RG7 Y -.011 -.011 0 0 8 RG8 Y -.011 -.011 0 0 9 RG9 Y -.011 -.011 0 0 10 RG10 Y -.011 -.011 0 0 11 RG11 Y -.011 -.011 0 0 12 RG12 Y -.011 -.011 0 0 13 RG13 Y -.011 -.011 0 0 14 RG14 Y -.011 -.011 0 0 15 RG15 Y -.011 -.011 0 0 16 RG16 Y -.011 -.011 0 0 17 RG17 Y -.011 -.011 0 0 18 RG18 Y -.011 -.011 0 0 19 RG19 Y -.011 -.011 0 0 20 RG20 Y -.011 -.011 0 0 21 RG21 Y -.011 -.011 0 0 22 RG22 Y -.011 -.011 0 0 23 RG23 Y -.011 -.011 0 0 24 RG24 Y -.011 -.011 0 0 25 RG25 Y -.011 -.011 0 0 26 RG26 Y -.011 -.011 0 0 27 RG27 Y -.011 -.011 0 0 28 RG28 Y -.011 -.011 0 0 RISA-3D Version 17.0.1 [C :\...\...\...\...\...\...\...\...\...\16' yurt - ASCE 7-16 - 65 psf - basic-datafile.r3d] Page 33 Company : Mar 21, 2020 DesignerPM : 12:40 Job Number : Checked By:_____ Model Name : 16' YURT - ASCE 7-16 - 65 psf - basic Member Distributed Loads (BLC 1 : snow) (Continued) Member Label Direction S tart Magnitude[k/ft,... End Magnitude[k/ft,F... S tart Location[ft,%] End Location[ft,%] 29 R1 PY -.005 -.018 0 0 30 R2 PY -.005 -.018 0 0 31 R3 PY -.005 -.018 0 0 32 R4 PY -.005 -.018 0 0 33 R5 PY -.005 -.018 0 0 34 R6 PY -.005 -.018 0 0 35 R7 PY -.005 -.018 0 0 36 R8 PY -.005 -.018 0 0 37 R9 PY -.005 -.018 0 0 38 R10 PY -.005 -.018 0 0 39 R11 PY -.005 -.018 0 0 40 R12 PY -.005 -.018 0 0 41 R13 PY -.005 -.018 0 0 42 R14 PY -.005 -.018 0 0 43 R15 PY -.005 -.018 0 0 44 R16 PY -.005 -.018 0 0 45 R17 PY -.005 -.018 0 0 46 R18 PY -.005 -.018 0 0 47 R19 PY -.005 -.018 0 0 48 R20 PY -.005 -.018 0 0 49 R21 PY -.005 -.018 0 0 50 R22 PY -.005 -.018 0 0 51 R23 PY -.005 -.018 0 0 52 R24 PY -.005 -.018 0 0 53 R25 PY -.005 -.018 0 0 54 R26 PY -.005 -.018 0 0 55 R27 PY -.005 -.018 0 0 56 R28 PY -.005 -.018 0 0 Member Distributed Loads (BLC 3 : wind rafters case A) Member Label Direction S tart Magnitude[k/ft,... End Magnitude[k/ft,F... S tart Location[ft,%] End Location[ft,%] 1 R15 y .006 .017 0 0 2 R14 y .006 .018 0 0 3 R16 y .006 .018 0 0 4 R13 y .006 .019 0 0 5 R17 y .006 .019 0 0 6 R12 y .006 .02 0 0 7 R18 y .006 .02 0 0 8 R11 y .006 .02 0 0 9 R19 y .006 .02 0 0 10 R10 y .006 .021 0 0 11 R20 y .006 .021 0 0 12 R9 y .006 .021 0 0 13 R21 y .006 .021 0 0 14 R8 y .006 .021 0 0 15 R22 y .006 .021 0 0 16 R1 y .006 .01 0 0 17 R2 y .006 .012 0 0 18 R28 y .006 .012 0 0 19 R3 y .006 .015 0 0 20 R27 y .006 .015 0 0 RISA-3D Version 17.0.1 [C :\...\...\...\...\...\...\...\...\...\16' yurt - ASCE 7-16 - 65 psf - basic-datafile.r3d] Page 34 Company : Mar 21, 2020 DesignerPM : 12:40 Job Number : Checked By:_____ Model Name : 16' YURT - ASCE 7-16 - 65 psf - basic Member Distributed Loads (BLC 3 : wind rafters case A) (Continued) Member Label Direction S tart Magnitude[k/ft,... End Magnitude[k/ft,F... S tart Location[ft,%] End Location[ft,%] 21 R4 y .006 .017 0 0 22 R26 y .006 .017 0 0 23 R5 y .006 .019 0 0 24 R25 y .006 .019 0 0 25 R6 y .006 .02 0 0 26 R24 y .006 .02 0 0 27 R7 y .006 .021 0 0 28 R23 y .006 .021 0 0 Member Distributed Loads (BLC 4 : wind rafters case B) Member Label Direction S tart Magnitude[k/ft,... End Magnitude[k/ft,F... S tart Location[ft,%] End Location[ft,%] 1 R12 y .006 .02 0 0 2 R18 y .006 .02 0 0 3 R10 y .006 .021 0 0 4 R20 y .006 .021 0 0 5 R9 y .006 .021 0 0 6 R21 y .006 .021 0 0 7 R8 y .006 .021 0 0 8 R22 y .006 .021 0 0 9 R1 y .006 .01 0 0 10 R2 y .006 .012 0 0 11 R28 y .006 .012 0 0 12 R3 y .006 .015 0 0 13 R27 y .006 .015 0 0 14 R4 y .006 .017 0 0 15 R26 y .006 .017 0 0 16 R5 y .006 .019 0 0 17 R25 y .006 .019 0 0 18 R6 y .006 .02 0 0 19 R24 y .006 .02 0 0 20 R7 y .006 .021 0 0 21 R23 y .006 .021 0 0 22 R15 y .006 .011 0 2.505 23 R14 y .006 .011 0 2.505 24 R16 y .006 .011 0 2.505 25 R13 y .006 .011 0 2.505 26 R17 y .006 .011 0 2.505 27 R11 y .006 .012 0 2.505 28 R19 y .006 .012 0 2.505 29 R15 y .009 .017 2.505 %100 30 R14 y .01 .018 2.505 %100 31 R16 y .01 .018 2.505 %100 32 R13 y .01 .019 2.505 %100 33 R17 y .01 .019 2.505 %100 34 R11 y .011 .02 2.505 %100 35 R19 y .011 .02 2.505 %100 Member Distributed Loads (BLC 5 : wind ring) Member Label Direction S tart Magnitude[k/ft,... End Magnitude[k/ft,F... S tart Location[ft,%] End Location[ft,%] 1 RG1 Y .013 .013 0 %100 2 RG2 Y .013 .013 0 %100 RISA-3D Version 17.0.1 [C :\...\...\...\...\...\...\...\...\...\16' yurt - ASCE 7-16 - 65 psf - basic-datafile.r3d] Page 35 Company : Mar 21, 2020 DesignerPM : 12:40 Job Number : Checked By:_____ Model Name : 16' YURT - ASCE 7-16 - 65 psf - basic Member Distributed Loads (BLC 5 : wind ring) (Continued) Member Label Direction S tart Magnitude[k/ft,... End Magnitude[k/ft,F... S tart Location[ft,%] End Location[ft,%] 3 RG3 Y .013 .013 0 %100 4 RG4 Y .013 .013 0 %100 5 RG5 Y .013 .013 0 %100 6 RG6 Y .013 .013 0 %100 7 RG7 Y .013 .013 0 %100 8 RG8 Y .013 .013 0 %100 9 RG9 Y .013 .013 0 %100 10 RG10 Y .013 .013 0 %100 11 RG11 Y .013 .013 0 %100 12 RG12 Y .013 .013 0 %100 13 RG13 Y .013 .013 0 %100 14 RG14 Y .013 .013 0 %100 15 RG15 Y .013 .013 0 %100 16 RG16 Y .013 .013 0 %100 17 RG17 Y .013 .013 0 %100 18 RG18 Y .013 .013 0 %100 19 RG19 Y .013 .013 0 %100 20 RG20 Y .013 .013 0 %100 21 RG21 Y .013 .013 0 %100 22 RG22 Y .013 .013 0 %100 23 RG23 Y .013 .013 0 %100 24 RG24 Y .013 .013 0 %100 25 RG25 Y .013 .013 0 %100 26 RG26 Y .013 .013 0 %100 27 RG27 Y .013 .013 0 %100 28 RG28 Y .013 .013 0 %100 Member Distributed Loads (BLC 6 : wind studs) Member Label Direction S tart Magnitude[k/ft,... End Magnitude[k/ft,F... S tart Location[ft,%] End Location[ft,%] 1 P15 Z .005 .005 0 0 2 P14 Z .004 .004 0 0 3 P16 Z .004 .004 0 0 4 P13 Z .004 .004 0 0 5 P17 Z .004 .004 0 0 6 P12 Z .004 .004 0 0 7 P18 Z .004 .004 0 0 8 P11 Z .003 .003 0 0 9 P19 Z .003 .003 0 0 10 P10 Z .002 .002 0 0 11 P20 Z .002 .002 0 0 12 P9 Z .001 .001 0 0 13 P21 Z .001 .001 0 0 14 P1 Z .003 .003 0 0 15 P28 Z .003 .003 0 0 16 P2 Z .003 .003 0 0 17 P27 Z .003 .003 0 0 18 P3 Z .003 .003 0 0 19 P26 Z .002 .002 0 0 20 P4 Z .002 .002 0 0 21 P25 Z .002 .002 0 0 22 P5 Z .002 .002 0 0 RISA-3D Version 17.0.1 [C :\...\...\...\...\...\...\...\...\...\16' yurt - ASCE 7-16 - 65 psf - basic-datafile.r3d] Page 36 Company : Mar 21, 2020 DesignerPM : 12:40 Job Number : Checked By:_____ Model Name : 16' YURT - ASCE 7-16 - 65 psf - basic Member Distributed Loads (BLC 6 : wind studs) (Continued) Member Label Direction S tart Magnitude[k/ft,... End Magnitude[k/ft,F... S tart Location[ft,%] End Location[ft,%] 23 P24 Z .001 .001 0 0 24 P6 Z .001 .001 0 0 25 P23 Z .0007 .0007 0 0 26 P7 Z .0007 .0007 0 0 Basic Load Cases BLC Description Category X Gravity Y Gravity Z Gravity Joint Point Distributed Area(Me... Surface(P... 1 snow None 56 2 dead None -1 3 wind rafters case A None 28 4 wind rafters case B None 35 5 wind ring None 28 6 wind studs None 26 7 wind torsion None 28 Load Combinations DescriptionSo... PDelta S ... BLC Fac...BLC Fac...BLC Fac...BLC Fac...BLC Fac...BLC Fac...BLC Fac...BLC Fac...BLC Fac...BLC Fac... 1 D+65 ps f ...Yes 1 6.5 2 1 2 D+.75(W ...Yes 2 1 3 1.875 5 1.875 6 1.875 1 4.88 3 D+.75(W ...Yes 2 1 3 1.41 5 1.41 6 1.41 7 1.41 1 4.88 4 D+.75(W ...Yes 2 1 4 1.875 5 1.875 6 1.875 1 4.88 5 D+.75(W ...Yes 2 1 4 1.41 5 1.41 6 1.41 7 1.41 1 4.88 6 D+.75(W ...Yes 2 1 5 1.875 6 1.875 1 4.88 7 D+.75(W ...Yes 2 1 5 1.41 6 1.41 7 1.41 1 4.88 8 .6D+W c...Yes 2 .6 3 2.5 5 2.5 6 2.5 9 .6D+W c...Yes 2 .6 3 1.875 5 1.875 6 1.875 7 1.875 10 .6D+W c...Yes 2 .6 4 2.5 5 2.5 6 2.5 11 .6D+W c...Yes 2 .6 4 1.875 5 1.875 6 1.875 7 1.875 12 .6D+W n...Yes 2 .6 5 2.5 6 2.5 13 .6D+W n...Yes 2 .6 5 1.875 6 1.875 7 1.875 Envelope J oint Reactions Joint X [k] LC Y [k] LC Z [k] LC MX [k-ft] LC MY [k-ft] LC MZ [k-ft] LC 1 N57 max 0 1 .491 1 .013 1 0 13 0 13 0 13 2 min -.009 9 -.116 8 -.026 10 0 1 0 1 0 1 3 N58 max .008 6 .491 1 .013 1 0 13 0 13 0 13 4 min -.005 9 -.128 8 -.027 10 0 1 0 1 0 1 5 N59 max .015 6 .491 1 .012 1 0 13 0 13 0 13 6 min -.001 9 -.142 8 -.031 12 0 1 0 1 0 1 7 N60 max .021 6 .492 1 .01 1 0 13 0 13 0 13 8 min .003 9 -.143 8 -.033 12 0 1 0 1 0 1 9 N61 max .022 6 .491 1 .008 1 0 13 0 13 0 13 10 min .004 9 -.153 8 -.041 12 0 1 0 1 0 1 11 N62 max .022 6 .491 1 .006 1 0 13 0 13 0 13 12 min .004 9 -.156 8 -.046 12 0 1 0 1 0 1 13 N63 max .016 6 .492 1 .003 1 0 13 0 13 0 13 14 min .001 9 -.169 8 -.05 12 0 1 0 1 0 1 Company : Mar 21, 2020 DesignerPM : 12:40 Job Number : Checked By:_____ Model Name : 16' YURT - ASCE 7-16 - 65 psf - basic Envelope J oint Reactions (Continued) Joint X [k] LC Y [k] LC Z [k] LC MX [k-ft] LC MY [k-ft] LC MZ [k-ft] LC 15 N64 max .013 1 .491 1 0 1 0 13 0 13 0 13 16 min -.004 10 -.192 8 -.053 12 0 1 0 1 0 1 17 N65 max .013 1 .491 1 -.003 1 0 13 0 13 0 13 18 min -.014 10 -.214 10 -.055 12 0 1 0 1 0 1 19 N66 max .012 1 .491 1 -.006 1 0 13 0 13 0 13 20 min -.022 12 -.223 10 -.055 12 0 1 0 1 0 1 21 N67 max .01 1 .491 1 -.008 1 0 13 0 13 0 13 22 min -.026 12 -.214 10 -.052 12 0 1 0 1 0 1 23 N68 max .008 1 .491 1 -.01 1 0 13 0 13 0 13 24 min -.024 12 -.201 8 -.048 12 0 1 0 1 0 1 25 N69 max .006 1 .491 1 -.012 1 0 13 0 13 0 13 26 min -.02 12 -.203 8 -.039 12 0 1 0 1 0 1 27 N70 max .003 1 .492 1 -.013 1 0 13 0 13 0 13 28 min -.012 12 -.199 8 -.034 6 0 1 0 1 0 1 29 N71 max .009 13 .491 1 -.013 1 0 13 0 13 0 13 30 min 0 1 -.182 8 -.038 6 0 1 0 1 0 1 31 N72 max .018 13 .491 1 -.013 1 0 13 0 13 0 13 32 min -.003 1 -.199 8 -.034 6 0 1 0 1 0 1 33 N73 max .023 13 .491 1 -.012 1 0 13 0 13 0 13 34 min -.006 1 -.203 8 -.039 12 0 1 0 1 0 1 35 N74 max .025 13 .491 1 -.01 1 0 13 0 13 0 13 36 min -.008 1 -.201 8 -.048 12 0 1 0 1 0 1 37 N75 max .026 12 .491 1 -.008 1 0 13 0 13 0 13 38 min -.01 1 -.214 10 -.052 12 0 1 0 1 0 1 39 N76 max .022 12 .491 1 -.006 1 0 13 0 13 0 13 40 min -.012 1 -.223 10 -.055 12 0 1 0 1 0 1 41 N77 max .014 10 .492 1 -.003 1 0 13 0 13 0 13 42 min -.013 1 -.214 10 -.055 12 0 1 0 1 0 1 43 N78 max .004 10 .491 1 0 1 0 13 0 13 0 13 44 min -.013 1 -.192 8 -.053 12 0 1 0 1 0 1 45 N79 max -.005 8 .491 1 .003 1 0 13 0 13 0 13 46 min -.016 6 -.169 8 -.05 12 0 1 0 1 0 1 47 N80 max -.011 8 .491 1 .006 1 0 13 0 13 0 13 48 min -.022 6 -.156 8 -.046 12 0 1 0 1 0 1 49 N81 max -.01 1 .491 1 .008 1 0 13 0 13 0 13 50 min -.023 7 -.153 8 -.041 12 0 1 0 1 0 1 51 N82 max -.008 1 .491 1 .01 1 0 13 0 13 0 13 52 min -.023 7 -.143 8 -.033 12 0 1 0 1 0 1 53 N83 max -.006 1 .491 1 .012 1 0 13 0 13 0 13 54 min -.019 13 -.142 8 -.031 12 0 1 0 1 0 1 55 N84 max -.003 1 .492 1 .013 1 0 13 0 13 0 13 56 min -.015 13 -.128 8 -.027 10 0 1 0 1 0 1 57 Totals: max 0 10 13.76 1 0 1 58 min 0 1 -4.974 8 -1.18 12 Envelope Member S ection Forces Member Sec Axial[k] LC y Shear[k] LC z Shear[k] LC Torque[k-... LC y-y Mome... LC z-z Mome... LC 1 RG1 1 max 1.716 1 .002 12 .016 8 .001 10 0 1 0 1 2 min -.758 8 -.015 10 -.019 1 0 1 -.01 10 -.052 10 3 2 max 1.716 1 .002 12 .012 8 .001 10 0 13 0 1 RISA-3D Version 17.0.1 [C :\...\...\...\...\...\...\...\...\...\16' yurt - ASCE 7-16 - 65 psf - basic-datafile.r3d] Page 38 Company : Mar 21, 2020 DesignerPM : 12:40 Job Number : Checked By:_____ Model Name : 16' YURT - ASCE 7-16 - 65 psf - basic Envelope Member S ection Forces (Continued) Member Sec Axial[k] LC y Shear[k] LC z Shear[k] LC Torque[k-... LC y-y Mome... LC z-z Mome... LC 264 min -.752 8 -.006 12 -.02 2 -.003 10 -.002 4 -.034 10 265 3 max 1.716 1 .036 10 0 1 0 1 .001 12 0 1 266 min -.752 8 -.006 12 -.021 8 -.003 10 -.004 4 -.038 10 267 4 max 1.716 1 .036 10 .009 1 0 1 0 12 0 1 268 min -.752 8 -.006 12 -.025 8 -.003 10 -.007 10 -.043 10 269 5 max 1.716 1 .036 10 .019 1 0 1 0 1 0 1 270 min -.752 8 -.006 12 -.029 8 -.003 10 -.01 8 -.047 10 271 RG28 1 max 1.716 1 .015 10 .007 12 0 1 0 1 0 1 272 min -.758 8 -.002 12 -.019 1 -.001 10 -.006 10 -.045 10 273 2 max 1.716 1 .015 10 .003 12 0 1 0 12 0 1 274 min -.758 8 -.002 12 -.01 2 -.001 10 -.006 10 -.047 10 275 3 max 1.716 1 .015 10 0 1 0 1 0 12 0 1 276 min -.758 8 -.002 12 -.008 8 -.001 10 -.007 4 -.049 10 277 4 max 1.716 1 .015 10 .009 1 0 1 0 13 0 1 278 min -.758 8 -.002 12 -.012 8 -.001 10 -.008 10 -.05 10 279 5 max 1.716 1 .015 10 .019 1 0 1 0 1 0 1 280 min -.758 8 -.002 12 -.016 8 -.001 10 -.01 10 -.052 10 281 R1 1 max .353 1 .156 1 0 10 0 10 0 13 0 13 282 min -.138 8 -.042 10 0 1 0 1 0 1 0 1 283 2 max .385 1 .1 1 0 13 0 10 0 10 .052 10 284 min -.175 8 -.037 8 0 8 0 1 0 1 -.215 1 285 3 max .432 1 .018 1 0 13 0 10 0 10 .09 10 286 min -.174 8 -.008 8 0 8 0 1 0 1 -.316 1 287 4 max .493 1 .026 10 0 13 0 10 0 10 .075 10 288 min -.173 8 -.091 1 0 8 0 1 0 1 -.259 1 289 5 max .569 1 .065 10 0 13 0 10 0 13 0 13 290 min -.173 8 -.226 1 0 8 0 1 0 1 0 1 291 R2 1 max .353 1 .156 1 0 8 .005 8 0 13 0 13 292 min -.143 8 -.048 10 0 1 0 6 0 1 0 1 293 2 max .385 1 .1 1 0 13 .005 8 0 8 .061 10 294 min -.18 8 -.042 8 0 8 0 6 0 1 -.215 1 295 3 max .432 1 .018 1 0 13 .005 8 0 8 .103 10 296 min -.179 8 -.009 8 0 8 0 6 0 1 -.316 1 297 4 max .493 1 .03 10 0 13 .005 8 0 8 .087 10 298 min -.179 8 -.091 1 0 8 0 6 0 1 -.259 1 299 5 max .569 1 .076 10 0 13 .005 8 0 13 0 13 300 min -.178 8 -.226 1 0 8 0 6 0 1 0 1 301 R3 1 max .353 1 .156 1 .001 8 .01 8 0 13 0 13 302 min -.149 8 -.056 10 0 1 0 1 0 1 0 1 303 2 max .385 1 .1 1 0 13 .01 8 .001 8 .073 10 304 min -.186 8 -.049 8 0 8 0 1 0 1 -.215 1 305 3 max .431 1 .018 1 0 13 .01 8 0 8 .124 10 306 min -.185 8 -.011 8 0 8 0 1 0 1 -.316 1 307 4 max .493 1 .036 10 0 13 .01 8 0 8 .104 10 308 min -.185 8 -.091 1 0 8 0 1 0 1 -.259 1 309 5 max .569 1 .092 10 0 13 .01 8 0 13 0 13 310 min -.184 8 -.226 1 0 8 0 1 0 1 0 1 311 R4 1 max .353 1 .156 1 .001 8 .013 8 0 13 0 13 312 min -.144 8 -.061 10 0 1 0 12 0 1 0 1 313 2 max .385 1 .1 1 0 13 .013 8 .002 8 .082 10 314 min -.181 8 -.053 8 0 8 0 12 0 1 -.215 1 315 3 max .432 1 .018 1 0 13 .013 8 .001 8 .137 10 RISA-3D Version 17.0.1 [C :\...\...\...\...\...\...\...\...\...\16' yurt - ASCE 7-16 - 65 psf - basic-datafile.r3d] Page 44 Company : Mar 21, 2020 DesignerPM : 12:40 Job Number : Checked By:_____ Model Name : 16' YURT - ASCE 7-16 - 65 psf - basic Envelope Member S ection Forces (Continued) Member Sec Axial[k] LC y Shear[k] LC z Shear[k] LC Torque[k-... LC y-y Mome... LC z-z Mome... LC 1096 min -.192 8 0 1 0 1 0 1 0 1 0 8 1097 4 max 0 13 0 13 0 13 0 13 0 13 0 13 1098 min -.192 8 0 8 0 1 0 1 0 1 0 8 1099 5 max 0 13 0 13 0 13 0 13 0 13 0 13 1100 min -.192 8 0 8 0 1 0 1 0 1 0 1 1101 cb279 1 max 0 13 0 11 0 13 0 13 0 13 0 13 1102 min -.191 8 0 1 0 1 0 1 0 1 0 1 1103 2 max 0 13 0 11 0 13 0 13 0 13 0 13 1104 min -.191 8 0 1 0 1 0 1 0 1 0 8 1105 3 max 0 13 0 13 0 13 0 13 0 13 0 13 1106 min -.191 8 0 1 0 1 0 1 0 1 0 8 1107 4 max 0 13 0 13 0 13 0 13 0 13 0 13 1108 min -.191 8 0 8 0 1 0 1 0 1 0 8 1109 5 max 0 13 0 13 0 13 0 13 0 13 0 13 1110 min -.191 8 0 8 0 1 0 1 0 1 0 1 1111 cb280 1 max 0 13 0 11 0 13 0 13 0 13 0 13 1112 min -.19 8 0 1 0 1 0 1 0 1 0 1 1113 2 max 0 13 0 11 0 13 0 13 0 13 0 13 1114 min -.19 8 0 1 0 1 0 1 0 1 0 8 1115 3 max 0 13 0 13 0 13 0 13 0 13 0 13 1116 min -.19 8 0 1 0 1 0 1 0 1 0 8 1117 4 max 0 13 0 13 0 13 0 13 0 13 0 13 1118 min -.19 8 0 8 0 1 0 1 0 1 0 8 1119 5 max 0 13 0 13 0 13 0 13 0 13 0 13 1120 min -.19 8 0 8 0 1 0 1 0 1 0 1 1121 L141 1 max .023 1 0 9 .005 1 0 6 0 13 0 13 1122 min -.006 9 0 1 -.001 8 0 8 0 1 0 1 1123 2 max .023 1 0 9 .005 1 0 6 .001 1 0 1 1124 min -.006 9 0 1 -.001 8 0 8 0 8 0 9 1125 3 max .023 1 0 9 .005 1 0 6 .002 1 0 1 1126 min -.006 9 0 1 -.001 8 0 8 0 8 0 9 1127 4 max .023 1 0 9 .005 1 0 6 .003 1 0 1 1128 min -.006 9 0 1 -.001 8 0 8 0 8 0 9 1129 5 max .023 1 0 9 .005 1 0 6 .005 1 0 1 1130 min -.006 9 0 1 -.001 8 0 8 -.001 8 0 9 1131 L142 1 max .008 8 0 10 .002 1 0 8 0 9 0 10 1132 min -.096 1 -.001 1 0 9 0 1 -.002 1 -.001 1 1133 2 max .008 8 0 10 .002 1 0 8 0 9 0 11 1134 min -.096 1 -.001 1 0 9 0 1 0 1 0 1 1135 3 max .008 8 0 10 .002 1 0 8 0 1 0 1 1136 min -.096 1 -.001 1 0 9 0 1 0 8 0 10 1137 4 max .009 8 0 10 .002 1 0 8 .001 1 0 1 1138 min -.096 1 -.001 1 0 9 0 1 0 8 0 10 1139 5 max .009 8 0 10 .002 1 0 8 .002 1 .001 1 1140 min -.096 1 -.001 1 0 9 0 1 0 8 0 10 1141 L143 1 max .008 8 .003 1 .003 6 0 1 0 8 .002 1 1142 min -.096 1 0 8 0 8 0 11 -.001 6 0 8 1143 2 max .008 8 .003 1 .003 6 0 1 0 9 0 1 1144 min -.096 1 0 8 0 8 0 11 0 6 0 8 1145 3 max .008 8 .003 1 .003 6 0 1 0 7 0 1 1146 min -.096 1 0 8 0 8 0 11 0 8 0 10 1147 4 max .008 8 .003 1 .003 6 0 1 0 7 0 8 RISA-3D Version 17.0.1 [C :\...\...\...\...\...\...\...\...\...\16' yurt - ASCE 7-16 - 65 psf - basic-datafile.r3d] Page 60 Company : Mar 21, 2020 DesignerPM : 12:40 Job Number : Checked By:_____ Model Name : 16' YURT - ASCE 7-16 - 65 psf - basic Envelope Member S ection Forces (Continued) Member Sec Axial[k] LC y Shear[k] LC z Shear[k] LC Torque[k-... LC y-y Mome... LC z-z Mome... LC 2500 min -.027 1 -.001 1 0 10 0 3 0 10 0 8 2501 L276 1 max .018 10 .001 1 .002 1 0 13 0 8 .001 1 2502 min -.026 1 0 12 -.001 8 0 8 -.002 1 0 10 2503 2 max .018 10 .001 1 .002 1 0 13 0 8 0 1 2504 min -.026 1 0 12 -.001 8 0 8 0 1 0 10 2505 3 max .018 10 .001 1 .002 1 0 13 0 1 0 1 2506 min -.026 1 0 12 0 8 0 8 0 10 0 8 2507 4 max .019 10 .001 1 .002 1 0 13 .001 1 0 12 2508 min -.026 1 0 12 0 8 0 8 0 10 0 1 2509 5 max .019 10 .001 1 .002 1 0 13 .002 1 0 12 2510 min -.026 1 0 12 0 8 0 8 -.001 8 0 1 2511 L277 1 max .053 10 .003 8 .005 1 0 8 0 8 .002 8 2512 min -.029 1 -.004 1 -.002 8 0 1 -.002 1 -.002 1 2513 2 max .053 10 .003 8 .005 1 0 8 0 8 0 8 2514 min -.029 1 -.004 1 -.002 8 0 1 -.001 1 0 1 2515 3 max .053 10 .003 8 .005 1 0 8 0 1 0 8 2516 min -.029 1 -.004 1 -.002 8 0 1 0 10 0 13 2517 4 max .053 10 .003 8 .005 1 0 8 .001 1 .001 1 2518 min -.029 1 -.004 1 -.002 8 0 1 0 8 0 8 2519 5 max .053 10 .003 8 .005 1 0 8 .002 1 .002 1 2520 min -.029 1 -.004 1 -.002 8 0 1 0 8 -.001 8 2521 L278 1 max .057 10 0 2 0 1 0 1 0 10 0 2 2522 min -.033 1 0 12 0 10 0 10 0 1 0 12 2523 2 max .057 10 0 2 0 1 0 1 0 10 0 1 2524 min -.033 1 0 12 0 10 0 10 0 1 0 12 2525 3 max .057 10 0 2 0 1 0 1 0 1 0 1 2526 min -.033 1 0 12 0 10 0 10 0 8 0 10 2527 4 max .057 10 0 2 0 1 0 1 0 1 0 13 2528 min -.033 1 0 12 0 10 0 10 0 10 0 2 2529 5 max .057 10 0 2 0 1 0 1 0 1 0 12 2530 min -.033 1 0 12 0 10 0 10 0 10 0 2 2531 L279 1 max .073 12 0 1 .005 12 0 13 0 9 0 1 2532 min -.03 1 0 12 .002 1 0 8 -.001 6 0 12 2533 2 max .073 12 0 1 .005 12 0 13 0 10 0 1 2534 min -.03 1 0 12 .002 1 0 8 0 1 0 12 2535 3 max .073 12 0 1 .005 6 0 13 .002 12 0 12 2536 min -.03 1 0 12 .002 1 0 8 0 1 0 2 2537 4 max .073 12 0 1 .005 6 0 13 .003 12 0 12 2538 min -.03 1 0 12 .002 1 0 8 0 1 0 1 2539 5 max .073 12 0 1 .005 6 0 13 .005 12 0 12 2540 min -.03 1 0 12 .002 1 0 8 0 1 0 1 2541 L280 1 max .001 10 0 8 .013 12 0 8 0 1 0 8 2542 min 0 1 0 12 0 1 0 1 -.009 12 0 12 2543 2 max .001 10 0 8 .013 12 0 8 0 1 0 8 2544 min 0 1 0 12 0 1 0 1 -.006 12 0 12 2545 3 max .001 10 0 8 .013 12 0 8 0 1 0 8 2546 min 0 1 0 12 0 1 0 1 -.002 12 0 12 2547 4 max .001 10 0 8 .013 12 0 8 0 12 0 6 2548 min 0 1 0 12 0 1 0 1 0 9 0 9 2549 5 max .001 10 0 8 .013 12 0 8 .004 12 0 6 2550 min 0 1 0 12 0 1 0 1 0 1 0 9 2551 L281 1 max .023 1 0 8 .005 1 0 1 0 13 0 13 RISA-3D Version 17.0.1 [C :\...\...\...\...\...\...\...\...\...\16' yurt - ASCE 7-16 - 65 psf - basic-datafile.r3d] Page 87 Company : Mar 21, 2020 DesignerPM : 12:40 Job Number : Checked By:_____ Model Name : 16' YURT - ASCE 7-16 - 65 psf - basic Envelope Member S ection Forces (Continued) Member Sec Axial[k] LC y Shear[k] LC z Shear[k] LC Torque[k-... LC y-y Mome... LC z-z Mome... LC 8636 min -1.622 1 0 8 0 9 0 12 0 6 0 1 8637 4 max .408 8 0 8 0 7 0 6 0 8 0 8 8638 min -1.643 1 0 6 0 8 0 8 0 7 0 6 8639 5 max .408 8 0 8 0 7 0 6 0 13 0 13 8640 min -1.643 1 0 6 0 8 0 8 0 1 0 1 8641 C865 1 max .414 8 0 1 0 9 0 13 0 13 0 13 8642 min -1.643 1 0 10 0 6 0 1 0 1 0 1 8643 2 max .414 8 0 1 0 9 0 13 0 9 0 11 8644 min -1.643 1 0 10 0 6 0 1 0 6 0 1 8645 3 max .411 8 0 13 0 1 0 8 0 8 0 10 8646 min -1.622 1 0 2 0 9 0 12 0 1 0 1 8647 4 max .412 8 0 8 0 7 0 2 0 8 0 8 8648 min -1.643 1 0 1 0 8 0 13 0 7 0 1 8649 5 max .412 8 0 8 0 7 0 2 0 13 0 13 8650 min -1.643 1 0 1 0 8 0 13 0 1 0 1 8651 C866 1 max .412 8 0 1 0 9 0 13 0 13 0 13 8652 min -1.643 1 0 8 0 6 0 1 0 1 0 1 8653 2 max .412 8 0 1 0 9 0 13 0 9 0 8 8654 min -1.643 1 0 8 0 6 0 1 0 6 0 1 8655 3 max .411 8 0 9 0 8 0 7 0 8 0 10 8656 min -1.622 1 0 12 0 13 0 8 0 1 0 1 8657 4 max .414 8 0 10 0 7 0 2 0 8 0 10 8658 min -1.643 1 0 1 0 8 0 13 0 7 0 1 8659 5 max .414 8 0 10 0 7 0 2 0 13 0 13 8660 min -1.643 1 0 1 0 8 0 13 0 1 0 1 8661 C867 1 max .408 8 0 6 0 9 0 13 0 13 0 13 8662 min -1.643 1 0 8 0 6 0 1 0 1 0 1 8663 2 max .408 8 0 6 0 9 0 13 0 9 0 8 8664 min -1.643 1 0 8 0 6 0 1 0 6 0 6 8665 3 max .408 8 0 9 0 8 0 7 0 8 0 8 8666 min -1.622 1 0 12 0 13 0 8 0 6 0 1 8667 4 max .412 8 0 12 0 7 0 8 0 10 0 12 8668 min -1.643 1 0 1 0 8 0 13 0 7 0 1 8669 5 max .412 8 0 12 0 7 0 8 0 13 0 13 8670 min -1.643 1 0 1 0 8 0 13 0 1 0 1 8671 C868 1 max .401 8 0 6 0 9 0 13 0 13 0 13 8672 min -1.643 1 0 8 0 6 0 1 0 1 0 1 8673 2 max .401 8 0 6 0 9 0 13 0 9 0 8 8674 min -1.643 1 0 8 0 6 0 1 0 6 0 6 8675 3 max .402 8 0 9 0 8 0 1 0 8 0 8 8676 min -1.622 1 0 12 0 13 0 8 0 1 0 1 8677 4 max .408 8 0 12 0 7 0 8 0 10 0 12 8678 min -1.643 1 0 1 0 10 0 13 0 7 0 1 8679 5 max .408 8 0 12 0 7 0 8 0 13 0 13 8680 min -1.643 1 0 1 0 10 0 13 0 1 0 1 Envelope Wood Code Checks Member Shape Code ...Loc[ft] LC Shear...Loc[ft]Dir LC Fc' [ksi]Ft' [ksi] Fb1' [...Fb2' [...Fv' [ksi] RB CL CP Eqn 1 RG1 2X5 .190 0 10 .035 0 z 10 2.163 1.255 1.859 2.048 .239 3.477 .998 .985 3.9-1 2 RG2 2X5 .183 0 10 .087 0 y 10 2.163 1.255 1.859 2.048 .239 3.477 .998 .985 3.9-1 RISA-3D Version 17.0.1 [C :\...\...\...\...\...\...\...\...\...\16' yurt - ASCE 7-16 - 65 psf - basic-datafile.r3d] Page 205 Company : Mar 21, 2020 DesignerPM : 12:40 Job Number : Checked By:_____ Model Name : 16' YURT - ASCE 7-16 - 65 psf - basic Envelope Wood Code Checks (Continued) Member Shape Code ...Loc[ft] LC Shear...Loc[ft]Dir LC Fc' [ksi]Ft' [ksi] Fb1' [...Fb2' [...Fv' [ksi] RB CL CP Eqn 3 RG3 2X5 .155 0 10 .109 0 y 10 2.163 1.255 1.859 2.048 .239 3.477 .998 .985 3.9-1 4 RG4 2X5 .146 .504 8 .107 0 y 10 2.163 1.255 1.859 2.048 .239 3.477 .998 .985 3.9-1 5 RG5 2X5 .177 .504 8 .079 0 y 10 2.163 1.255 1.859 2.048 .239 3.477 .998 .985 3.9-1 6 RG6 2X5 .192 .504 10 .064 0 y 12 2.163 1.255 1.859 2.048 .239 3.477 .998 .985 3.9-1 7 RG7 2X5 .190 .504 10 .067 0 y 8 2.163 1.255 1.859 2.048 .239 3.477 .998 .985 3.9-1 8 RG8 2X5 .175 .504 10 .064 0 z 8 2.163 1.255 1.859 2.048 .239 3.477 .998 .985 3.9-1 9 RG9 2X5 .186 0 10 .053 0 z 8 2.163 1.255 1.859 2.048 .239 3.477 .998 .985 3.9-1 10 RG10 2X5 .177 0 10 .061 0 z 12 2.163 1.255 1.859 2.048 .239 3.477 .998 .985 3.9-1 11 RG11 2X5 .142 0 8 .094 0 y 12 2.163 1.255 1.859 2.048 .239 3.477 .998 .985 3.9-1 12 RG12 2X5 .143 .504 10 .096 0 y 12 2.163 1.255 1.859 2.048 .239 3.477 .998 .985 3.9-1 13 RG13 2X5 .175 .504 10 .073 0 y 12 2.163 1.255 1.859 2.048 .239 3.477 .998 .985 3.9-1 14 RG14 2X5 .188 .504 10 .033 0 z 12 2.163 1.255 1.859 2.048 .239 3.477 .998 .985 3.9-1 15 RG15 2X5 .188 0 10 .033 .504 z 12 2.163 1.255 1.859 2.048 .239 3.477 .998 .985 3.9-1 16 RG16 2X5 .175 0 10 .073 0 y 12 2.163 1.255 1.859 2.048 .239 3.477 .998 .985 3.9-1 17 RG17 2X5 .143 0 10 .096 0 y 12 2.163 1.255 1.859 2.048 .239 3.477 .998 .985 3.9-1 18 RG18 2X5 .142 .504 8 .094 0 y 12 2.163 1.255 1.859 2.048 .239 3.477 .998 .985 3.9-1 19 RG19 2X5 .177 .504 10 .061 .504 z 12 2.163 1.255 1.859 2.048 .239 3.477 .998 .985 3.9-1 20 RG20 2X5 .186 .504 10 .053 .504 z 8 2.163 1.255 1.859 2.048 .239 3.477 .998 .985 3.9-1 21 RG21 2X5 .175 0 10 .064 .504 z 8 2.163 1.255 1.859 2.048 .239 3.477 .998 .985 3.9-1 22 RG22 2X5 .190 0 10 .067 0 y 8 2.163 1.255 1.859 2.048 .239 3.477 .998 .985 3.9-1 23 RG23 2X5 .192 0 10 .064 0 y 12 2.163 1.255 1.859 2.048 .239 3.477 .998 .985 3.9-1 24 RG24 2X5 .177 0 8 .079 0 y 10 2.163 1.255 1.859 2.048 .239 3.477 .998 .985 3.9-1 25 RG25 2X5 .146 0 8 .106 0 y 10 2.163 1.255 1.859 2.048 .239 3.477 .998 .985 3.9-1 26 RG26 2X5 .155 .504 10 .109 0 y 10 2.163 1.255 1.859 2.048 .239 3.477 .998 .985 3.9-1 27 RG27 2X5 .183 .504 10 .087 0 y 10 2.163 1.255 1.859 2.048 .239 3.477 .998 .985 3.9-1 28 RG28 2X5 .190 .504 10 .035 .504 z 10 2.163 1.255 1.859 2.048 .239 3.477 .998 .985 3.9-1 29 R1 2X4 .531 3.784 1 .313 6.605 y 1 .331 1.683 2.903 3.273 .207 9.762 .976 .147 3.9-3 30 R2 2X4 .531 3.784 1 .313 6.605 y 1 .331 1.683 2.903 3.273 .207 9.762 .976 .147 3.9-3 31 R3 2X4 .531 3.784 1 .350 6.605 y 8 .331 1.683 2.903 3.273 .239 9.762 .976 .147 3.9-3 32 R4 2X4 .531 3.784 1 .452 6.605 y 8 .331 1.683 2.903 3.273 .239 9.762 .976 .147 3.9-3 33 R5 2X4 .531 3.784 1 .534 6.605 y 8 .331 1.683 2.903 3.273 .239 9.762 .976 .147 3.9-3 34 R6 2X4 .531 3.784 1 .581 6.605 y 8 .331 1.683 2.903 3.273 .239 9.762 .976 .147 3.9-3 35 R7 2X4 .531 3.784 1 .606 6.605 y 8 .331 1.683 2.903 3.273 .239 9.762 .976 .147 3.9-3 36 R8 2X4 .531 3.784 1 .604 6.605 y 8 .331 1.683 2.903 3.273 .239 9.762 .976 .147 3.9-3 37 R9 2X4 .531 3.784 1 .595 6.605 y 8 .331 1.683 2.903 3.273 .239 9.762 .976 .147 3.9-3 38 R10 2X4 .531 3.784 1 .568 6.605 y 8 .331 1.683 2.903 3.273 .239 9.762 .976 .147 3.9-3 39 R11 2X4 .531 3.784 1 .514 6.605 y 8 .331 1.683 2.903 3.273 .239 9.762 .976 .147 3.9-3 40 R12 2X4 .531 3.784 1 .444 6.605 y 8 .331 1.683 2.903 3.273 .239 9.762 .976 .147 3.9-3 41 R13 2X4 .531 3.784 1 .345 6.605 y 8 .331 1.683 2.903 3.273 .239 9.762 .976 .147 3.9-3 42 R14 2X4 .531 3.784 1 .313 6.605 y 1 .331 1.683 2.903 3.273 .207 9.762 .976 .147 3.9-3 Company : Mar 21, 2020 DesignerPM : 12:40 Job Number : Checked By:_____ Model Name : 16' YURT - ASCE 7-16 - 65 psf - basic Envelope Wood Code Checks (Continued) Member Shape Code ...Loc[ft] LC Shear...Loc[ft]Dir LC Fc' [ksi]Ft' [ksi] Fb1' [...Fb2' [...Fv' [ksi] RB CL CP Eqn 55 R27 2X4 .531 3.784 1 .350 6.605 y 8 .331 1.683 2.903 3.273 .239 9.762 .976 .147 3.9-3 56 R28 2X4 .531 3.784 1 .313 6.605 y 1 .331 1.683 2.903 3.273 .207 9.762 .976 .147 3.9-3 57 P1 2X4 .152 4.375 1 .031 0 y 10 .878 1.658 2.859 3.273 .239 11.431 .961 .391 3.6.3 58 P2 2X4 .152 4.375 1 .092 0 y 8 .878 1.658 2.859 3.273 .239 11.431 .961 .391 3.6.3 59 P3 2X4 .152 4.375 1 .147 0 y 8 .878 1.658 2.859 3.273 .239 11.431 .961 .391 3.6.3 60 P4 2X4 .152 4.375 1 .181 0 z 8 .878 1.658 2.859 3.273 .239 11.431 .961 .391 3.6.3 61 P5 2X4 .152 4.375 1 .219 0 z 8 .878 1.658 2.859 3.273 .239 11.431 .961 .391 3.6.3 62 P6 2X4 .152 4.375 1 .240 0 z 8 .878 1.658 2.859 3.273 .239 11.431 .961 .391 3.6.3 63 P7 2X4 .152 4.375 1 .250 0 z 8 .878 1.658 2.859 3.273 .239 11.431 .961 .391 3.6.3 64 P8 2X4 .152 4.375 1 .248 0 z 8 .878 1.658 2.859 3.273 .239 11.431 .961 .391 3.6.3 65 P9 2X4 .152 4.375 1 .245 0 z 8 .878 1.658 2.859 3.273 .239 11.431 .961 .391 3.6.3 66 P10 2X4 .152 4.375 1 .231 0 z 8 .878 1.658 2.859 3.273 .239 11.431 .961 .391 3.6.3 67 P11 2X4 .152 4.375 1 .207 0 z 8 .878 1.658 2.859 3.273 .239 11.431 .961 .391 3.6.3 68 P12 2X4 .152 4.375 1 .170 0 y 8 .878 1.658 2.859 3.273 .239 11.431 .961 .391 3.6.3 69 P13 2X4 .152 4.375 1 .129 0 y 8 .878 1.658 2.859 3.273 .239 11.431 .961 .391 3.6.3 70 P14 2X4 .152 4.375 1 .084 0 y 8 .878 1.658 2.859 3.273 .239 11.431 .961 .391 3.6.3 71 P15 2X4 .152 4.375 1 .047 0 y 6 .878 1.658 2.859 3.273 .239 11.431 .961 .391 3.6.3 72 P16 2X4 .152 4.375 1 .084 0 y 8 .878 1.658 2.859 3.273 .239 11.431 .961 .391 3.6.3 73 P17 2X4 .152 4.375 1 .129 0 y 8 .878 1.658 2.859 3.273 .239 11.431 .961 .391 3.6.3 74 P18 2X4 .152 4.375 1 .170 0 y 8 .878 1.658 2.859 3.273 .239 11.431 .961 .391 3.6.3 75 P19 2X4 .152 4.375 1 .207 0 z 8 .878 1.658 2.859 3.273 .239 11.431 .961 .391 3.6.3 76 P20 2X4 .152 4.375 1 .231 0 z 8 .878 1.658 2.859 3.273 .239 11.431 .961 .391 3.6.3 77 P21 2X4 .152 4.375 1 .245 0 z 8 .878 1.658 2.859 3.273 .239 11.431 .961 .391 3.6.3 78 P22 2X4 .152 4.375 1 .248 0 z 8 .878 1.658 2.859 3.273 .239 11.431 .961 .391 3.6.3 79 P23 2X4 .152 4.375 1 .250 0 z 8 .878 1.658 2.859 3.273 .239 11.431 .961 .391 3.6.3 80 P24 2X4 .152 4.375 1 .240 0 z 8 .878 1.658 2.859 3.273 .239 11.431 .961 .391 3.6.3 81 P25 2X4 .152 4.375 1 .219 0 z 8 .878 1.658 2.859 3.273 .239 11.431 .961 .391 3.6.3 Agenda Item 3 Item # 3 - Page 1 STAFF REPORT June 11, 2020 STAFF Noah Beals, Senior City Planner/Zoning PROJECT ZBA200020 PROJECT DESCRIPTION Address: 609 City Park Ave Petitioner: Mike Rush Owner: John Papile Zoning District: R-L Code Section: 4.4(D)(1); 4.4(D)(2)(d) Variance Request: This request is for a variance to increase the allowable floor area by 93 square feet and to encroach into the required 15 foot side setback by 4 feet 4 inches. COMMENTS: 1. UBackground:U The property is located in the JENNINGS subdivision that was platted in 2009. This subdivision approved the two single family detached lots and dedicated new public right-of-way along Crestmore Place. In the R-L zone district primary and accessory structures are allowed a maximum square footage of floor area. This maximum is set at 1/3 of the lot size. Floor area is defined as: The gross floor area of a building as measured along the outside walls of the building and including each floor level, but not including open balconies, the first seven hundred twenty (720) square feet of garages or other enclosed automobile parking areas, basements and one-half (½) of all storage and display areas for hard goods. The existing house on the property encroaches 4 feet 4 inches into the street side-yard setback for 47 feet in length. The proposed structure seeks to extend the 4 foot 4 inch encroachment for an additional 30 feet in length. The property line along Crestmore Place is setback approximately 3.5 feet from the back of the sidewalk. 2. UApplicant’s statement of justification:U See petitioner’s letter. 3. UStaff Conclusion and Findings:U Under Section 2.10.4(H), staff recommends approval and finds that: • The variances are not detrimental to the public good. • The existing structure encroaches into the setback 4 feet 4 inches. • The property line is setback 3.5 feet from the property line. • The visual impact of 93 square feet is minimal. Therefore, the variance request will not diverge from the standard but in a nominal, inconsequential way, when considered in the context of the neighborhood, and will continue to advance the purpose of the Land Use Code as contained in Section 1.2.2. 4. URecommendation: Staff recommends approval of APPEAL ZBA200020. Agenda Item 4 Item # 4 - Page 1 STAFF REPORT June 11, 2020 STAFF Noah Beals, Senior City Planner/Zoning PROJECT ZBA200021 PROJECT DESCRIPTION Address: 420 N. Grant Ave. Petitioner/Owner: Gregory Menning Zoning District: N-C-M Code Section: 4.8(D)(1), 4.8(E)(1) Variance Request: This request is to return a parcel back to the originally two platted lots to allow two single family homes to be built. This requires a variance to reduce the 40 feet required minimum lot width by 5 feet and reduce the 5,000 square foot minimum lot size by 100 square feet for both lots. COMMENTS: 1. UBackground:U The property is platted and annexed into the City in approximately 1881. The original plat included lots that are 35 feet in width that faced onto Grant Street. In time some of these lots were combined into one parcel and others built houses on lots that are 35 feet in width. The original plat dedicated a single alley that divide the block. This alley was later vacated, and a new alley system was dedicated in its place. This new alley system allowed additional parcels on the block and reduced the parcel size of all the others. The end result created parcels that were less than 5,000 square feet. In time a Zoning code was created and progressed. This resulted in minimum lot sizes and lot widths. This occurred after the platting of and dedication of alley system that formed the current parcels. The original lots still exist. However, the county allows ownership lines to be created through parcels. The property is currently one parcel that is legally described as a portion of two lots. 2. UApplicant’s statement of justification:U See petitioner’s letter. 3. UStaff Conclusion and Findings:U Under Section 2.10.4(H), staff recommends approval and finds that: • The variances are not detrimental to the public good. • The reduction in width and lot size restores the original platted lots. • Other lots on the block and in the neighborhood developed to the same size. • Any new structure will still meet the required setbacks in the Zone district. Therefore, the variance request will not diverge from the standard but in a nominal, inconsequential way, when considered in the context of the neighborhood, and will continue to advance the purpose of the Land Use Code as contained in Section 1.2.2. 4. URecommendation: Staff recommends approval of APPEAL ZBA200021. 82 P26 2X4 .152 4.375 1 .181 0 z 8 .878 1.658 2.859 3.273 .239 11.431 .961 .391 3.6.3 83 P27 2X4 .152 4.375 1 .147 0 y 8 .878 1.658 2.859 3.273 .239 11.431 .961 .391 3.6.3 84 P28 2X4 .152 4.375 1 .092 0 y 8 .878 1.658 2.859 3.273 .239 11.431 .961 .391 3.6.3 RISA-3D Version 17.0.1 [C :\...\...\...\...\...\...\...\...\...\16' yurt - ASCE 7-16 - 65 psf - basic-datafile.r3d] Page 207 43 R15 2X4 .531 3.784 1 .313 6.605 y 1 .331 1.683 2.903 3.273 .207 9.762 .976 .147 3.9-3 44 R16 2X4 .531 3.784 1 .313 6.605 y 1 .331 1.683 2.903 3.273 .207 9.762 .976 .147 3.9-3 45 R17 2X4 .531 3.784 1 .345 6.605 y 8 .331 1.683 2.903 3.273 .239 9.762 .976 .147 3.9-3 46 R18 2X4 .531 3.784 1 .444 6.605 y 8 .331 1.683 2.903 3.273 .239 9.762 .976 .147 3.9-3 47 R19 2X4 .531 3.784 1 .514 6.605 y 8 .331 1.683 2.903 3.273 .239 9.762 .976 .147 3.9-3 48 R20 2X4 .531 3.784 1 .568 6.605 y 8 .331 1.683 2.903 3.273 .239 9.762 .976 .147 3.9-3 49 R21 2X4 .531 3.784 1 .595 6.605 y 8 .331 1.683 2.903 3.273 .239 9.762 .976 .147 3.9-3 50 R22 2X4 .531 3.784 1 .604 6.605 y 8 .331 1.683 2.903 3.273 .239 9.762 .976 .147 3.9-3 51 R23 2X4 .531 3.784 1 .606 6.605 y 8 .331 1.683 2.903 3.273 .239 9.762 .976 .147 3.9-3 52 R24 2X4 .531 3.784 1 .581 6.605 y 8 .331 1.683 2.903 3.273 .239 9.762 .976 .147 3.9-3 53 R25 2X4 .531 3.784 1 .534 6.605 y 8 .331 1.683 2.903 3.273 .239 9.762 .976 .147 3.9-3 54 R26 2X4 .531 3.784 1 .452 6.605 y 8 .331 1.683 2.903 3.273 .239 9.762 .976 .147 3.9-3 RISA-3D Version 17.0.1 [C :\...\...\...\...\...\...\...\...\...\16' yurt - ASCE 7-16 - 65 psf - basic-datafile.r3d] Page 206 RISA-3D Version 17.0.1 [C :\...\...\...\...\...\...\...\...\...\16' yurt - ASCE 7-16 - 65 psf - basic-datafile.r3d] Page 37 1 HR_STL 29000 11154 .3 .65 .49 36 1.5 58 1.2 2 HR_LATHE 1700 0 .65 .035 1 1.2 58 1.1 General Material Properties Label E [ksi] G [ksi] Nu Therm (\1E5 F) Density[k/ft^3] 1 G EN_STL 29000 11154 .3 .65 .49 2 lath 1700 0 .65 .035 Wood Section Sets Label Shape Type Design List Material Design Rules A [in2] Iyy [in4] Izz [in4] J [in4] 1 RAFTER 2X4 Beam None RAFTER Typical 5.25 .984 5.359 2.877 2 STUD 2X4 Beam None STUD Typical 5.25 .984 5.359 2.877 3 RING 2X5 Beam None RING Typical 6.75 1.266 11.391 4 RISA-3D Version 17.0.1 [C :\...\...\...\...\...\...\...\...\...\16' yurt - ASCE 7-16 - 65 psf - basic-datafile.r3d] Page 2 ACI 318-14 TMS 402-16: ASD AA ADM1-15: ASD - Building AISC 14th(360-10): ASD Yes(Iterative) Number of Shear Regions Region Spacing Increment (in) Biaxial Column Method Parme Beta Factor (P CA) Concrete Stress Block Use Cracked Sections? Use Cracked Sections S lab? Bad Framing Warnings? Unused Force Warnings? Min 1 Bar Diam. Spacing? Concrete Rebar Set Min % Steel for Column Max % Steel for Column 4 4 PCA Load Contour .65 Rectangular Yes Yes No Yes No REBAR_SET_ASTMA615 1 8 RISA-3D Version 17.0.1 [C :\...\...\...\...\...\...\...\...\...\16' yurt - ASCE 7-16 - 65 psf - basic-datafile.r3d] Page 1 ⎜ ⎝⎜ ―― ―― FcE Fcstar c ⎞ ⎟ ⎟ ⎠⎟ Cp = 0.07 Callowable ≔ Cp ⋅ ⋅ ⋅ ⋅ ⋅ ― 7 16 in 1.5 in Fcstar Callowable = 103 lbf lattice OK Rafter unbraced lengths: Use distance between nodes for weak axis unbraced length. Use distance from ring to inside face of stud for strong axis Lu. S 2 stud under every rafter that is secured to the rafter, lattice wall and floor. In addition, there is a cable blocking system in the rafters. This kit not only adds rigidity, but provides shear to prevent torque. Recommended for high snow and wind conditions. Stainless steel hardware available. Perimeter Blocking Finished 8' 2x4’s to be cut and installed between vertical supports to meet IBC standards. Includes screws. Available only with Snow and Wind Kit. 2x6 Rafter/Ring/Hardware Upgrade This option upgrades the standard rafters, center ring and hardware for increased snow load capacity. Available only with Snow and Wind Kit. Central Column Powder coated steel column increases snow load capacity. Available only with Snow and Wind Kit and 2x6 Rafter Upgrade. Alpine Package This package includes upgrades to the center ring, rafters, door header, hardware and steel central column. Engineered for heavy snow loads encountered at ski resorts. Available only on the 30' model. Tinted Dome The tinted dome blocks approximately 60% of the heat coming through the skylight, and only marginally affects the natural light. Keeps the yurt cooler in unshaded locations. Dome Opener Opens the dome skylight to allow the escape of hot air or moisture that may get trapped at the ceiling. This creates a natural convection cooling system for refreshing comfort. Includes extension handle. Center Ring Insert Finely crafted wood frame fits into the center ring and includes bug screen or shade screen. Dome Screen Circular hemmed screen attaches to the center ring. Choose bug or shade screen. Fan Support This sculpted wood support fits into the center ring and allows the installation of a ceiling fan for improved air circulation. Stove Flashing Double metal flashing made of galvanized sheet metal that is powder coated for corrosion resistance and beauty. Standard opening is 8" – other sizes are available. ADDITIONAL OPTIONS AND PRICING Banner System Display custom graphics or logos on your yurt for commercial enterprises or to identify sponsors for special events. The removable 5' x 5' banner laces into a grommeted frame mounted on the roof. $455 Cable Tie-Down The cable tie-down system attaches to the center ring in four locations and secures to a recessed eyebolt in the center of the floor. It can be installed and removed as needed for severe wind conditions. Designed to be used in conjunction with the Snow and Wind Kit as an additional level of protection. $185 Convenience Panel Beautiful, multi-purpose panel to facilitate a variety of applications including glass window, A/C, hearth, electrical panel, etc. $725 Door Canopy The door canopy is made of top quality vinyl fabric on a welded aluminum frame and provides a graceful covered entry to your yurt. Graphics and backlighting available. $985 to $1,285 Tropical Cupola Designed for hot tropical environments, this powder-coated steel framework has an architectural fabric cover and replaces the dome skylight. It provides shade and creates a natural cooling system by allowing maximum air flow for refreshing comfort. $840 to $885 Vinyl Side Cover This cover is made of durable vinyl-laminated fabric and includes two windows. ($200 each additional window.) $400 to $575 Other Options Available … weights include approximately 200 lb per yurt for packing materials and crates. There is a packing and crating fee of $400 per yurt unless you pick it up at our shop. (Glass Windows - add’l charge) FOR INTERNATIONAL CUSTOMERS - CIF or other routing quotations will be provided upon request. Packing and crating fees for international ocean freight are $475 per yurt. Please check with your Customs Agent for further information. (Glass Windows - add’l charge) ABOUT SHIPPING 12:00 6:00 DOOR 9:00 3:00 Handle on Left (from Exterior) Handle on Right (from Exterior) Handle on Right Handle on Left Handle HandleLeft on on Right Right Handle Handle on on Left Handle on Right Handle on Left FABRIC WINDOW – SIZE OPTIONS DOOR HANDLE PLACEMENT q 2 window placement: 8:00 and 4:00 q 3 window placement: 8:00 and 12:00 and 4:00 q 4 window placement: 7:30, 10:30, 1:30 and 4:30 q 5 window placement: 8:00, 10:00, 12:00, 2:00 and 4:00 q _____________ total windows: Evenly spaced q Inward Opening q Outward Opening Handle on: q Left q Right (from Exterior) Rain Diverter over every door (Choose Putty or Olive) q Putty Valance q Olive Valance q Brown Valance q Other Additional crating fee for Glass Windows (see below) Fabric Windows at no charge CC# __________________________________________________________________________ exp date:___________________ CVC __________ Same card for final payment? _______________ Card name & billing address: ________________________________________________________ Sales Tax applies where required by law. 14' 155 9'9" 900 lb $6,520 16' 200 10'3" 1,000 lb $7,025 20' 314 11' 1,350 lb $8,700 24' 452 12'6" 1,700 lb $9,965 30' 706 14'2" 2,300 lb $12,350 *Platform/Floor not included. • 50% MINIMUM DEPOSIT required with your order; balance upon notification that your yurt is ready for shipment. • VISA/MASTERCARD/DISCOVER/AMEX/WIRE TRANSFER accepted. • 20% restock charge on canceled invoice total. • All prices are subject to change without notice. • Sales Tax applies where required by law. OPTIONS See order form on next page TERMS neighborhood, the layout of the lots, the placement of the streets, setbacks, etc. Having an encroachment into the side yard setback with such a strong vertical orientation would affect the character of the neighborhood and could have an impact on that designation in some manner.