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HomeMy WebLinkAbout12/16/2021 - Building Review Commission - AGENDA - Regular MeetingPage 1 Alan Cram, Chair Location: Tim Johnson, Vice Chair This meeting will be held Brad Massey remotely via Zoom Katharine Penning Eric Richards Staff Liaison: Mark Teplitsky Russ Hovland Vacant Seat Interim Chief Building Official AGENDA December 16, 2021 9:00 AM Building Review Commission Pursuant to City Council Ordinance 079, 2020, a determination has been made by the Chair after consultation with the City staff liaison that conducting the hearing using remote technology would be prudent. This remote Building Review Commission meeting will be available online via Zoom or by phone. No Board members will attend in person. The meeting will be available to join beginning at 8:30 a.m. Participants should try to join at least 15 minutes prior to the 9:00 a.m.. start time. ONLINE PUBLIC PARTICIPATION:  You will need an internet connection on a laptop, computer, or smartphone, and may join the meeting through Zoom at https://zoom.us/j/92080227997. (Using earphones with a microphone will greatly improve your audio). Keep yourself on muted status.  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 comment. PUBLIC PARTICIPATION BY PHONE:  Please dial 253-215-8782 and enter Webinar ID 920 8022 7997. Keep yourself on muted status.  For public comments, when the Chair asks participants to click the “Raise Hand” button if they wish to speak, 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 Board. When you are called, hit *6 to unmute yourself. IF YOU ARE UNABLE TO PARTICIPATE ONLINE OR BY PHONE: Individuals who are uncomfortable or unable to access the Zoom platform or participate by phone may: 1) Email comments to abrennan@fcgov.com at least 24 hours prior to the meeting. If your comments are specific to any of the discussion items on the agenda, please indicate that in the subject line of your email. Staff will ensure your comments are provided to the Board. 2) Come in person to 281 N. College Avenue to utilize City technology to participate in the meeting. Please arrive 15 minutes prior to the meeting and ring the doorbell at the north entrance so that staff may escort you into the building. Masks and social distancing may be required. To participate this way, it is strongly recommended that you contact us at least 24 hours prior to the meeting so that arrangements for proper social distancing and appropriate technology can be put in place to protect the health and safety of the public and staff. Contact Aubrie Brennan at abrennan@fcgov.com or 970-416-4390. Documents to Share: Any document or presentation a member of the public wishes to provide to the Board for its consideration must be emailed to abrennan@fcgov.com at least 24 hours before the meeting. Packet Pg. 1 Page 2 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.  CALL TO ORDER  ROLL CALL  AGENDA REVIEW  PUBLIC COMMENT ON ITEMS NOT ON THE AGENDA  DISCUSSION AGENDA 1. MINUTES OF SEPTEMBER 30, 2021 The purpose of this item is to consider approval of the minutes from the September 30, 2021 regular meeting of the Building Review Commission. 2. GRANT EVERITT APPEAL OF DENIAL OF ONE TIME EXCEPTION TO BUILD A CLASS C2 LICENSE-LEVEL PROJECT (5-PLEX MULTI-FAMILY) DESCRIPTION: The purpose of this item is to seek a determination from the Building Reivew Commission to whether or not Mr. Everitt should be approved as the permit holder and general contractor (GC) to build a 5-unit multi-family building (5-plex) which requires a higher-level license than his current D1, a Class C2 license. STAFF: Sharlene Manno, Admin Services Manager 3. CONSIDERATION AND APPROVAL OF THE BUILDING REVIEW COMMISSION’S 2022 ANNUAL WORK PLAN DESCRIPTION: The purpose of this item is to approve the 2022 Annual Work Plan of the Building Review Commission. STAFF: Russ Hovland, Interim Chief Building Official 4. PRESENTATION OF THE BUILDING REVIEW COMMISSION’S 2021 ANNUAL REPORT DESCRIPTION: The purpose of this item is to review the 2021 Annual Report of the Building Review Commission. STAFF: Russ Hovland, Interim Chief Building Official  OTHER BUSINESS  ADJOURNMENT Packet Pg. 2 Agenda Item 1 Item 1, Page 1 AGENDA ITEM SUMMARY December 16, 2021 Building Review Commission STAFF Aubrie Brennan, Administrative Assistant SUBJECT CONSIDERATION AND APPROVAL OF THE MINUTES OF THE SEPTEMBER 30, 2021 BRC MEETING EXECUTIVE SUMMARY The purpose of this item is to approve the minutes of the September 30, 2021 meeting of the Building Review Commission. ATTACHMENTS 1. BRC September 30, 2021 Minutes – DRAFT Packet Pg. 3 DRAFTCity of Fort Collins Page 1 September 30, 2021 Alan Cram, Chair Tim Johnson, Vice Chair Brad Massey Katharine Penning Eric Richards Justin Robinson Staff Liaison: Mark Teplitsky Russ Hovland Interim Chief Building Official Meeting Minutes September 30, 2021 A regular meeting of the Building Review Commission was held on Thursday, September 30, 2021, remotely, via Zoom. CALL TO ORDER Chair Cram called the meeting to order at 9:01 a.m. ROLL CALL PRESENT: Cram, Massey, Richards, Teplitsky, Penning ABSENT: Robinson, Johnson STAFF: Manno, Dustin, Hovland, Brennan PUBLIC COMMENT ON ITEMS NOT ON THE AGENDA None. DISCUSSION AGENDA 1. CONSIDERATION AND APPROVAL OF THE MINUTES OF THE AUGUST 26, 2021 MEETING. Member Richards moved to approve the minutes of the August 26, 2021 meeting with the suggested amendments. Member Teplitsky seconded. The motion passed 5-0. Building Review Commission ITEM 1, ATTACHMENT 1 Packet Pg. 4 DRAFTCity of Fort Collins Page 2 September 30, 2021 2. AFFINITY REMODELING, INC REQUEST FOR REINSTATEMENT OF LICENSE WITHOUT PROVIDING REQUIRED TESTING DESCRIPTION: The purpose of this item is to seek a determination from the Building Review Commission to whether or not a license and supervisor’s certificate should be reinstated to Affinity Remodeling, Inc. and Gary York without required testing. Chair Cram outlined the time allotments for each aspect of the hearing. Staff Report Ms. Manno stated the purpose of this item is to seek a determination from the Commission as to whether a license and supervisor certificate should be reinstated to Affinity Remodeling and Gary York without required testing. She discussed Mr. York’s 35-year testing and education history with the City and stated his license expired in February of 2020, did apply for a renewal, and had communication with staff regarding some missing application items which has lead to this hearing. She stated the staff recommendation is denial. Appellant Presentation Gary York, appellant, stated he was unaware his license had expired until June of 2021 when he contacted the City regarding the reinstatement process. He stated he did not work for seven months due to the lack of building inspections during COVID and never had any plan to not renew his license as he has kept up with it for 35 years. He described his main source of income as doing remodels for Medicaid patients and he therefore does not necessarily need the commercial license. He stated he plans to retire in two years. Appellant Rebuttal None. Staff Rebuttal Ms. Manno stated courtesy renewal notices are typically sent one to two month prior to the scheduled expiration of an license or supervisor certificate; however, if that notice is not sent or received, it is the responsibility of the contractor to ensure the license is renewed and kept current. She noted renewals can occur up to 60 days past the expiration date and once that 60 days has passed, a new application must be submitted subject to the current licensing process and procedures outlined under the expiration section. Testing is required if there are any Code updates or if a license goes into expiration status. She also noted testing is required for any change in license, including if Mr. York no longer needed the commercial license. Public Input None. Board Questions and Discussion Member Richards asked if there are records the City sent Mr. York the renewal notice. Ms. Manno replied the letter is auto-generated and it is on record as having been sent via the postal service. Member Massey noted Mr. York has provided some information regarding things he has done to keep current on the Codes and asked if he has any additional information to provide. Mr. York replied he keeps current on Codes pertinent to his work in various jurisdictions and all work he does for Medicaid patients is required to meet ADA codes, which he also keeps up with. He stated any required permits for a certain jurisdiction are required to be filed with the state for Medicaid work as well. Member Penning asked Mr. York if he primarily does exterior and interior upgrade work. Mr. York replied his main work is interior upgrades and most exterior work is limited to wheelchair ramps. Member Penning asked Mr. York if he ever widens doorways on the exterior envelope or if he ever does work that may affect energy codes. Mr. York replied he has widened about three exterior doors during his 23 years of this work, usually in mobile homes. Member Teplitsky stated, given the nature of the work done by Mr. York and his 35-year history of having a license with the City, he is inclined to waive the test requirement unless there is severe objection, despite usually denying these requests. Member Richards asked if Mr. York has had any permit or license issues in the past. Ms. Manno replied there are no negative remarks on his record. ITEM 1, ATTACHMENT 1 Packet Pg. 5 DRAFTCity of Fort Collins Page 3 September 30, 2021 Member Richards concurred with Member Teplitsky and stated it may be appropriate to grant this request despite typically denying them. Chair Cram asked Mr. York if he has any pending projects in Fort Collins. Mr. York replied in the negative and stated most of his work is in Weld County and unincorporated Larimer County. Chair Cram stated he is not inclined to grant the request for reinstatement as it has been ten years since Mr. York has had any Code education and there have been significant changes in the three cycles that have happened in that time. He stated he does not want to set a precedent in granting the reinstatement. Mr. Hovland asked Ms. Manno if she has researched Mr. York’s past permit history and whether it matches the scope of work described. Ms. Manno replied Mr. York has pulled permits for a residential basement finish in 2016 and a commercial general alteration in 2008, both of which were completed in good standing. Mr. Hovland stated the level of license held by Mr. York, prior to its expiration, is higher than the level of work he has been completing. Member Massey asked if Mr. York would consider a downgrade to his license type and asked Mr. York to describe the turning radius for a wheelchair in a remodel versus new construction, as per the recent Code change. Mr. York replied the minimum width is 60” and described a five foot by five foot turning radius requirement. Member Massey stated those were the correct measurements for remodels but asked Mr. York about new construction requirements. Mr. York replied he was unaware as he does not do any new construction. He also noted his plumber frequently takes care of any necessary permits when plumbing changes are the only thing requiring a permit. Member Massey asked Mr. York if he would be willing to consider a downgrade to his license type. Mr. York replied in the affirmative and stated that would actually be his preference. Member Massey stated he would support downgrading the license to a D2 without the testing requirement. Chair Cram asked Ms. Manno to address that possibility. Ms. Manno replied the Commission could make that recommendation and the information from his C2 license would be transferred to a D2 license per that recommendation. Board Deliberation Member Massey made a motion to approve Mr. York’s request to not have to retest provided that his current C2 license is downgraded to a D2 license. Member Penning seconded. The motion passed 5-0. Mr. York accepted the license downgrade. 3. PROPOSED CHANGES TO THE WATER SUPPLY REQUIREMENT CASH IN LIEU FEE DESCRIPTION: The purpose of this item is to present proposed changes to the Water Supply Requirement Cash in Lieu Fee to the Board for informational purposes. Staff Report Donnie Dustin, Water Resources Manager, discussed development fees charged within the Water Utility service area, specifically the cash in lieu fee related to water supply requirements. He stated the main proposed change is to increase the cash in lieu fee to $68,200 per acre foot, which is about a 60% increase over the current cost, due to significant water supply cost increases and increasing uncertainties in developing water. He stated the proposed changes only apply to new development or redevelopment within the Fort Collins Utilities service area. Dustin discussed water supply requirements and the associated calculation that covers the impact of additional demand incurred by development. Dustin detailed the current hybrid method used to calculate the cash in lieu fee, noting its three components are: the cost of future infrastructure, the cost of future water rights, and buying in to the existing water supply. He discussed the impacts of the proposed changes to different types of developments and compared the new proposed rates to those of other providers. ITEM 1, ATTACHMENT 1 Packet Pg. 6 DRAFTCity of Fort Collins Page 4 September 30, 2021 Dustin summarized by stating the proposed cash in lieu fee reflects the cost of providing reliable supplies, ensures that development pays its own way, considers various uncertainties, and more accurately reflects use per a data-driven, more equitable approach. He noted the water supply and demand management plan is slated for an update in the coming years and the plan is to integrate potential climate change impacts as part of that. Member Massey supported the proposed changes and stated it makes sense to ensure the rates are constantly adjusted. Member Richards stated the 60% increase seems large and asked if the rates are typically examined on a two-year basis. Dustin replied in the affirmative and noted appropriate changes were not made in 2019 as the Halligan cost update information was not received until all outreach was already complete; therefore, a higher cost was not incorporated at that time. Member Richards asked if there has been any consideration given to incrementally adjusting the increase given housing affordability concerns. Dustin agreed affordability is a concern but stated this increase is directly related to the cost of service to provide reliable supplies. Member Teplitsky asked if all customers would pay more for metered water if this increase were not passed. Dustin replied in the affirmative, particularly if additional water rights are purchased to ensure reliability and security of the City’s water supplies. Member Teplitsky asked how much rates would likely increase if that were to occur. Dustin replied he was unsure of those exact numbers but could provide that. Member Teplitsky stated he would be interested in seeing alternatives to this one proposal as the dramatic increase affects housing affordability. 4. PROPOSED ADOPTION OF THE 2021 INTERNATIONAL CODES DESCRIPTION: The purpose of this item is to present proposed Building Code Changes based upon the 2021 International Building Codes to the Board for informational purposes. Staff Report Russ Hovland, Interim Chief Building Official, discussed the recommendation by City staff to adopt the 2021 series of International Building Codes in early 2022. He stated this is part of the outreach to prepare for the Council work session on November 9th. Kirk Longstein, Energy Services Project Manager, stated staff is seeking feedback from the Commission on the recommendations. He noted the International Codes are adopted on a three-year basis and he outlined the recommended local amendments that align with existing City policies, including the Strategic Plan, Our Climate Future, the Housing Strategic Plan, and the Water Efficiency Plan. He discussed the Code Review Committee recommendations and triple bottom-line analysis. He discussed the benefits of adopting the International Codes and local amendments. Longstein requested Commission input regarding the 2021 International Code and local amendment proposals as well as their alignment with community objectives. Hovland noted the existing local amendment to delete fire sprinklers in new detached houses was supported by the majority of the Committee for retention; however, Poudre Fire Authority staff members do not support keeping that local amendment. Member Richards asked if other area municipalities require sprinklers in detached homes. Hovland replied he only knows of two jurisdictions in Colorado that have that requirement and all other jurisdictions amend the requirement out, as has Fort Collins. Member Teplitsky asked if the domestic water tap would be used for sprinkling new homes. Hovland replied a residential combination system would be used and would be installed into the plumbing system of home. Member Penning suggested higher energy goals should be encouraged with regard to installing EV charging stations in multi-family developments. Longstein replied the EV charging station requirements for new multi-family construction are based on the parking area; 5% of new spaces are required to have an EV charger, 15-20% would need to be EV ready, and 15-40% would need to be EV capable spaces. He stated feedback on these requirements has been directly around the cost. Member Penning stated it makes sense to strive for EV capable spaces, at a minimum. ITEM 1, ATTACHMENT 1 Packet Pg. 7 DRAFTCity of Fort Collins Page 5 September 30, 2021 Chair Cram stated he was on the Code Review Committee, and one of the major concerns was related to whether the Utilities are ready to provide the additional load on circuits for these stations, and what would be required in terms of additional underground wiring. Hovland noted the definition of EV capable is just having empty infrastructure to then install the chargers in the future. Member Massey asked about adoption of efficient electric equipment and potential plans related to electric heat. Brad Smith, Energy Services Project Manager, replied electric readiness involves providing circuits for future fuel switching and looking to involve heat pump technology. Member Massey asked about adoption of the solar-ready Code appendix. Smith replied the cost has been shown to be almost neutral and the requirement would change from requiring infrastructure to requiring a design on the roof. Member Teplitsky asked if the 9% and 5.4% energy improvements would be achieved through heat pumps and requested additional details on the improved U-factor requirements. Smith replied the percentages are based of analysis that has been done by the Department of Energy and are what the proposed energy use reduction would be over several different building models; however, they are not specific to heat pumps. He provided additional details on the improved U-factor requirements. He also noted this is just the prescriptive path to Code compliance and there are three other available paths that allow for tradeoffs. Longstein asked members to describe any areas for which additional information should be provided. Member Teplitsky stated he is not convinced about the mitigations presented and stated the increase in the construction costs might be a bit understated. He noted there are a number of sub-contractors that will not work in Fort Collins due to extra requirements. He questioned the impacts to individuals versus community initiatives of a 5-10% energy savings number. Longstein stated staff is estimating the proposed Code changes could increase costs per unit of $8,000, which is a high estimate, and assuming an average sales price of $515,000, the change would result in approximately a $16 per month increase to the monthly mortgage and utilities costs for the average homeowner. Member Teplitsky replied the individual homeowner may not be seeing the mitigation in their comfort or in the utility bills they are paying. Smith discussed the decrease in construction costs for multi-family developments. Member Richards expressed support for the energy efficiency changes; however, he questioned how the initial cost increases, while beneficial to the homeowner and the Climate Action Plan in the long run, impact the bottom line for a first-time home buyer. Longstein replied there are plans to present this information to the Affordable Housing Board. He stated all strategies should be addressing affordable housing challenges and the upgrading of existing homes should be incentivized. Smith agreed with Member Richards’ point and noted the increased cost of housing city-wide is far outpacing any Code-related increases. He also noted there will be expenditures years from now to mitigate the effects of climate change. Member Teplitsky rejected the supply and demand argument that arises whenever conversations come up about housing affordability. He stated the increase in the cost of housing is directly due to the increase in construction costs. He stated profitability for builders has been decreasing and asked if it may be more beneficial to retrofit existing buildings rather than impose incremental, marginal changes on new construction. Smith stated there are plans to look at energy use within existing buildings and score those, which will hopefully spur some type of action to improve the buildings. Member Teplitsky expressed concern about expressing support for the entire package as some of the figures and costs have been understated. He also noted there are other challenges in building, including supply chain issues and getting equipment; therefore, the requirement for exclusive materials, methods, and equipment, would add another layer of complexity to building. He noted Fort Collins already has one of the most robust Energy Codes in the region and questioned whether the proposed changes would result in a 5 to 9% improvement and whether the initial cost would justify any actual improvement. Member Massey stated the 2021 International Codes will ultimately be adopted as Council has clearly directed the City should be current with Code adoption, particularly the Energy Code. He stated he believes it is the right thing to do to continue to increase requirements as technology advances and stated he is in general support of the proposed changes. ITEM 1, ATTACHMENT 1 Packet Pg. 8 DRAFTCity of Fort Collins Page 6 September 30, 2021 Hovland noted the past Council and past City staff directors have provided direction to adopt the new Codes every three years to make the adjustments and cost increases smaller. He also noted staff is currently required to present the Energy Code for adoption every three years. He also noted the ISO insurance rating would go down if three Code cycles are skipped. He also noted the Codes do reference each other; therefore, it becomes problematic if different years are adopted for each Code. Member Richards agreed with maintaining the three-year Code cycle with incremental changes. He stated the cost increases are small as compared with the previous cash in lieu item related to water. He stated he is in support of the changes, particularly those related to energy. He encouraged staff to continue to find ways to provide support to homeowners who want to make energy improvements to help keep costs in check. Member Penning expressed support for sharing the information that gets others to support the EV capable parking spaces, at least on commercial and multi-family properties. Chair Cram stated he has been part of the last five Code cycles and has consistently expressed concerns about increased costs. He also expressed concern about capacity for the increased electrical demand. He suggested the possibility of putting together a statement that indicates general support for adopting the 2021 Codes, but expressing concern about some of the increased costs incurred. Member Teplitsky stated he is not convinced that particularly the proposed Energy Code changes are really getting to the best solution for the goals that are to be accomplished. He also stated it is difficult to agree with the proposed changes without additional conversation given the large consequences. Member Massey made a motion that the Building Review Commission recommend the approval of the adoption of the 2021 International Building Codes and proposed local amendments as presented, with the understanding that there have been concerns raised by Commission members about the cost of housing in Fort Collins and encouraging staff to consider those as this process moves forward. Member Richards seconded. Member Teplitsky stated he would prefer the motion to also acknowledge whether the proposed changes are really providing the solutions to the strategic initiatives of the City. Member Teplitsky requested a friendly amendment to also encourage staff to review the cost implications of whether other solutions need to be considered in addition to adopting these Code changes to meet City goals. Member Massey accepted the amendment as friendly. Chair Cram read the full motion: Member Massey made a motion that the Building Review Commission recommend the approval of the adoption of the 2021 International Building Codes and proposed local amendments as presented; however, recognizing that the benefits of the adoption of these Codes are likely to increase construction costs, and further noting that other ways to improve housing efficiency should be examined. Member Teplitsky disagreed with the last portions of the motion wording and stated he would prefer it address the examining of other methods toward total building efficiency to create policy to help meet the goals of the Climate Action Plan. Chair Cram read the revised last portion of the motion: noting that other strategies to increase total housing efficiency, in line with the City’s Climate Action Plan, should be examined. City Attorney Guin suggested the phrase ‘benefits of the adoption’ should be ‘results of the adoption.’ Chair Cram concurred. Hovland asked if the Housing Strategic Plan should also be mentioned with the Climate Action Plan. Members discussed other wording changes to the motion. Members Massey and Teplitsky accepted the revised motion. Member Massey made a revised motion that the Commission recommend approval of the adoption of the 2021 International Building Codes, including recommended City amendments, requesting the joint Code Adoption Review Committee and/or City staff to determine if the estimated increased construction costs are accurate, and further noting that other strategies to increase total building efficiency in line with City-wide policies should be examined with the goal of maximum impact. Member Teplitsky seconded. ITEM 1, ATTACHMENT 1 Packet Pg. 9 DRAFTCity of Fort Collins Page 7 September 30, 2021 The vote on the motion was as follows: Yeas: Teplitsky, Penning, Richards, Massey and Cram. Nays: none. THE MOTION CARRIED.  OTHER BUSINESS Chair Cram noted Members Massey, Penning, and Robinson have appointments expiring in December and they will be made aware of options for either reapplying or resigning.  ADJOURNMENT Chair Cram adjourned the meeting at 11:50 a.m. Minutes prepared by TriPoint Data and respectfully submitted by Aubrie Brennan. Minutes approved by a vote of the Board on _________________________________ ______________________________ Marcus Coldiron, Chief Building Official Alan Cram, Chair ITEM 1, ATTACHMENT 1 Packet Pg. 10 Agenda Item 2 Item 2, Page 1 STAFF REPORT December 16, 2021 Building Review Commission STAFF Sharlene Manno – Manager, Administration Services SUBJECT GRANT EVERITT APPEAL OF DENIAL OF ONE TIME EXCEPTION TO BUILD A CLASS C2 LICENSE-LEVEL PROJECT (5-PLEX MULTI-FAMILY) EXECUTIVE SUMMARY Grant Everitt currently has a Class D1 license allowing him to build new housing of not more than two (2) dwelling units. Grant has built 30 new single-family detached homes in city limits and is in good standing. Grant would like to be approved as the permit holder and general contractor (GC) to build a 5-unit multi-family building (5- plex) which requires a higher-level Class C2 license. BACKGROUND Grant requested from the Chief Building Official (CBO) a one-time exemption for a Class C2 level license to be allowed to perform as the GC for a new 5-plex using his existing Class D1 license. This request was denied by the CBO on November 4, 2021. Grant feels strongly that based on his knowledge and resources he can successfully complete such a project and feels the request should be approved. The Board’s jurisdiction for this appeal is Municipal Code Section 5-27(11) Section 113.1, which empowers this Board to hear and decide appeals of decisions by the CBO relative to the application and interpretation of the Municipal Code and Section 15-158(a)(2), which relates to the contractor licensing requirements of the City of Fort Collins. This will be the second such project that Everitt Construction has completed of this nature. Grant Everitt was previously granted a one-time exception on June 27, 2019, under the mentorship program, to build a new 5-plex at 909 Blondel. This project was completed with little to no issues. RECOMMENDATION Staff recommendations are as follows: 1. The Commission may choose to approve Mr. Everitt’s request for a license and supervisor’s certificate upgrade to a Class C2 based on the successful completion of the previous mentorship program project. a. This to include a new signed mentor agreement with a fully licensed Class C2 general contractor. 2. The Commission may choose to deny Mr. Everitt’s request for a license and supervisor’s certificate upgrad to a Class C2 to complete this project. ATTACHMENTS 1. Appeal Form 2. Plans PDF 3. Summary and Site Plan PDF 4. Email request string Packet Pg. 11 &RQWUDFWRU/LFHQVLQJ 1&ROOHJH$YH32%R[ )RUW&ROOLQV&2 3KRQH)D[ ZZZIFJRYFRPQEVFRQ WUDFWRUSKS BUILDING REVIEW &200,66,21 APPEAL FORM (Contractor Hearing) Appellant Name: d/b/a Address: Phone #: Mobile # Action Requested: …Exam Waiver …License Upgrade …License approval (denied by staff)…Other Description of request/problem and other mitigating factors (attach additional information and/or materials): Appellant Signature Date Appellant may appear in person, in writing, or by agent and should be prepared to present all relevant details, or other evidence in support of this hearing request at the hearing time indicated below. Regular meetings are scheduled for the last Thursday of each month at 9:00 a.m. in the Council Chambers at 300 LaPorte Avenue. Applications must be filed one month prior to the desired hearing date to ensure consideration. OFFICE USE ONLY Hearing Date Hearing Time Reviewed by Distribution: Original – Appellant, Copy -- File            Grant Everitt Everitt Construction 2809 E. Harmony Rd #310 Fort Collins, CO 80528 970-310-4988 970-310-4988 I am appealing the board to allow Everitt Construction to build a 5-plex unit in Old Town North Fort Collins. I have a D License and an E license but require a C-2 License to build this building. I am requesting a 1 time variance from my license at this time. …License Variance In 2019 Everitt Construction built a 5-plex building at 903 Blondel. I hope to build the same 5-plex building at 909 Blondel. The building we built in 2019 was completed with excellence and have had no issues. I want to build the same building for the same owner on the vacant lot next door. 11.10.21 'HFHPEHUDP Russell Hovland Digitally signed by Russell Hovland Date: 2021.11.10 08:37:33 -07'00' ITEM 2, ATTACHMENT 1 Packet Pg. 12 DD EE CC BB AA 1 1 9 9 2 2 8 8 D.8 D.7 D.2 C.2 B.8B.8 A.2 A.8 A.3 37 7 10 10 LIVING / DINING201KITCHEN303BEDRM.308CL.309BATHRM.306BATHRM.210BEDRM.208HALL203CL.302DINING305PatioPatioPatio321879 s.f.1130 s.f.1262 s.f.2.2 4208107B111205204212104109BBEDRM.109BEDRM.107RISER108BATHRM.111CL.110MECH.104CL.103BATHRM.106BEDRM.211CL.212MECH.206LIVING / DINING101BATHRM.205CL.204CL.209KITCHEN202KITCHEN1051 A-5.2 1 A-5.2                                             2 A-5.5 1 A-5.5 3 A-5.4 1 A-5.1 1 A-5.1                                                                                                307MECH.307                                       2 A-5.1 2 A-5.1 102304CL.102CL.304206300103211200LIVING301306308106     3 A-5.2 4 A-5.4TANKLESS WATER HEATER- SEE MECH. DRW'GS.TANKLESS WATER HEATER- SEE MECH. DRW'GS.TANKLESS WATER HEAT-ER - SEE MECH. DRW'GS.GAS METERS - SEEMECH. DRW'GS.ELEC. METER - SEE ELEC.DRW'GS.ROOF CANOPY ELEMENTABOVE - TYP.ROD & SHELVES - TYP. @ALL CLOSETSW./D.W./D.W./D.FURN.FURN.FURN.REF.OVENREF.REF.OVENOVENSINKSINKPLASTIC LAM. FINISHEDDESK @ 30" A.F.F. - TYP.36"X36" SHOWER BASE W/GLASS SHOWER DOOR -SEE PLUMB'G. DRW'GS. -TYP.W-WS6STW-WS6STW-WS6STW-WS6STW-WS6STW-WS6STW-WS6STW-WS6STW-WS6MSW-WS6MSW-WS6MSW-WS6MSW-WS6MSW-WS6ST W-WS6ST W-WS6ST W-WS6ST W-WS6ST W-CMUW-WS6MS W-WS6MS W-WS6MS W-WS6MS W-WS6ST W-WS6ST W-WS6ST W-WS6ST ALL SHADED WALLS AREBEARING WALLS WHICH ARETO BE PROTECTED W/ 1-HR.CONSTRUCTION - SEESYSTEM NOTES - TYP.INSUL. SYMBOL IS SHOWN@ ALL WALLS WHICH ARE TOBE INSULATED - SEE SYSTEMNOTES - TYP.W-WS6INTW-WS6INTW-WS6INTW-WS6INTW-WS4DW-WS4DW-WS4D W-WS4D W-WS4D W-WS4D W-WS4D W-WS4D W-WS6D NOTE: ALL INTERIOR WALLSARE TYPE W-WS4INT U.N.O.BUILT-UP STUD COLUMN INWALL - PROVIDE 5/8" TYPE'X' GYP. BD. TO BOTH FACESOF WALL - TYP.DOOR BELOW STAIRLANDING - TYP. OF 2UPUPSTL. COLUMN - SEESTRUCT. DRW'GS. - TYP.        309ACCESSIBILITYREQM'TS.A-6.1 2 A-6.1 3ACCESSIBILITY REQM'TS.F-C4UELEC. METERS - SEE ELEC.DRW'GS.          A-6.1 1ACCESSIBILITY REQM'TS.(VERIFY W/ KITCHEN CAB. MANUF.) (VERIFY W/ KITCHEN CAB. MANUF.) (VERIFY W/ KITCHEN CAB. MANUF.)   302W-WS6INT W-WS6D W-WS6D 401101A301501201203305WINDOW ABOVE 109AW-WS6D SINK   101B TYPE B ACCESSIBLE UNITFULLY ACCESSIBLE UNITTYPE B ACCESSIBLE UNIT  W-WS6ST     WALKWAY SLOPED @ 1:20 MAX.DN. 2 RISERSSLOPE DN. @ 1:20 MAX.ACCESSIBLEENTRANCEACCESSIBLEENTRANCEACCESSIBLEENTRANCE107C1085 2102093036 SOLID SURFACE COUNTEREXTENDED ON BRACKETS TOFORM SIT-UP BAR - PROVIDE"WATERFALL END" ON HALLWAYEND - TYP.SOLID SURFACE COUNTEREXTENDED ON BRACKETS TOFORM SIT-UP BAR - PROVIDE"WATERFALL END" ON HALLWAYEND - TYP.107   PROVIDE DRAINAGE SWALEIN CONC. HERE FOR DRAINSFROM FRONT ROOF TERRACEHALL112PROVIDE CHASE FORTERRACE DRAINS - SEEMECH. DRW'GS.(4) SHELVESSYSTEM NOTES:FLOORS:WALLS:WALL NOTES:GENERAL NOTES:1. FIELD VERIFY ALL DIMENSIONS. NOTIFY ARCHITECT OF ANY DISCREPANCIES.2. ALL DIMENSIONS ARE TO OUTSIDE FACE OF CONC., FACE OF STUD, FACE OF MASONRY OR GRIDLINE UNLESS INDICATED W/ A CENTERLINE ( ) SYMBOLOR UNLESS NOTED OTHERWISE.3. ALL GRIDLINES ARE LOCATED @ OUTSIDE FACE OF WALL SHEATHING OR @ CENTERLINES OF ELEMENTS UNLESS NOTED OTHERWISE.4. SEE WALL SECTIONS FOR FURTHER DIMENSIONAL RELATIONSHIPS.5. INSTALL ALL PRODUCTS PER MANUF. REC'S.CEILINGS:ROOFS:INSULATION & MOISTURE RESISTANCE:1. PROVIDE R-10 RIGID INSUL. @ FOUNDATION PERIMETER.2. PROVIDE 6 MIL. VAPOR BARRIER BENEATH MAIN LEVELFLOOR SLABS SEALED TO FOUNDATION.3. PROVIDE R-21 MIN. BLOWN-IN INSULATION @ ALLPERIMETER WALLS EXCEPT @ RATED WALLS WHICH ARETO RECEIVE R-21 MINERAL WOOL.4. PROVIDE R-49 MIN. BLOWN-IN INSUL. @ ALL VENTEDATTIC CONDITIONS.5. PROVIDE R-25 MIN. CLOSED CELL SPRAYFOAM PLUSBLOWN-IN INSUL. FILLING REMAINING RAFTER CAVITYFOR R-49 MIN. @ ALL UNVENTED RAFTER CONDITIONS.6. PROVIDE TYVEK OR EQUAL AIR BARRIER @ ALLEXTERIOR WALLS COMPLETE W/ OPENING SEALINGCOMPONENTS. TAPE ALL JOINTS.7. PROVIDE DRAINAGE MATT @ ALL STUCCO CONDITIONS.8. PROVIDE CLASS III VAPOR RETARDER (LATEX PAINT)@ ALL INTERIOR PERIMETER WALL & CEILING CONDITIONS.9. ALL WINDOWS TO HAVE A U-VALUE OF .30 OR LESS.10. ALL WINDOW & DOOR TO BE WRAPPED, TAPED & SEALEDW/ OPENING COMPONENTS PER WINDOW & AIR BARRIERMANUF. REQM'TS.11. PROVIDE R-20 MIN. CLOSED CELL SPRAY FOAM INSUL.@ ALL RIM JOIST CONDITIONS.12. PROVIDE SOUND INSUL. BATTS @ ALL FLOOR & DE-MISING WALL CONDITIONS.13. ALL CONCEALED SPACES W/IN HEADERS & WALL INTER-SECTION CONDITIONS TO BE INSULATED W/ RIGID INSUL.OR SPRAY FOAM.14. PROVIDE THERMO-PLY OR EQUAL AIR BARRIER @ THEOUTSIDE OF BATHTUBS, FIREPLACES OR SOFFITSPLACED @ PERIMETER WALLS OR ROOFS PRIOR TOINSTALLATION.1. ALL INTERIOR WALLS ARE TYPE W-S4INT UNLESS NOTEDOTHERWISE.2. SEE ELEVATIONS & ROOM FINISH SCHEDULE FOR FURTHER FINISH MATERIAL INFORMATION. ALL INTERIOR WALLS ARE TO HAVE "SLICK" FINISH (NO TEXTURE).3. SEE STRUCT. DRW'GS. FOR FURTHER BRACING & LAT-ERAL REQMTS.4. PROVIDE MOISTURE RESISTANT GYP. BD. @ ALL BATH-ROOM WALLS & EXTERIOR GYP. BD. @ ALL EXTERIOR CONDITIONS.5. PROVIDE BACKING WITHIN WALLS AS REQ'D. FOR IN-STALLING ALL EQUIPMENT, MILLWORK & TOILET ACCES-SORIES.6. SEE SHEET A-2.1 & MECH. DRW'GS. FOR LOCATIONS WHERE DUCTS OR VENTS PENETRATE RATED MEM- BRANES REQUIRING GYP. BD. WRAP WITHIN WALL & JOIST CAVITIES.W-CMU 8"X8"X16" (NOMINAL) INTEGRALLY COLORED CONCRETE MASONRY UNITS W/ 2" SOLID "SOAP" CAPS REINFORCED PER STRUCT. DRWG'S.W-WS6ST HARDCOAT STUCCO OVER DRAINAGE MATT OVEROVER AIR BARRIER OVER 1/2" OSB SHEATHING OVER 2X6STUDS @ 16" O.C. W/ R-20 MIN. BLOWN-IN INSUL. W/ 1/2"GYP. BD. TO INSIDE FACE OF ALL WALLS OTHER THANLOWER LEVEL BEARING WALLS (SHADED IN FLOORPLANS) WHICH ARE TO HAVE 5/8" TYPE 'X' GYP. BD. (1-HR.ASSEMBLY)W-WS6ST-1HR SAME ASSEMBLY AS W-WS6ST BUT SUBSTI-TUTE LP FLAMEBLOCK SHEATHING FOR OSB SHEATHINGW-WS4ST HARDCOAT STUCCO SYSTEM OVER 2 LAYERS OF FELT PAPER OVER 1/2" OSB SHEATHING OVER BOTH SIDES OF 2X4 STUDS @ 16". FRAMING TO BE ATTACHED TO STEEL POSTS EMBEDDED INTO CONC. PIERS PER STRUCT. DRW'GS. WHERE LATERALLY UNSUPPORTED.W-WS6MS METAL SIDING (GALVANIZED CORRUGATED OVERAIR BARRIER OVER 2X6 STUDS @ 16" O.C. W/ R-20 MIN.BLOWN-IN INSUL. W/ 1/2" GYP. BD. TO INSIDE FACE OF ALLWALLS OTHER THAN LOWER LEVEL BEARING WALLS(SHADED IN FLOOR PLANS) WHICH ARE TO HAVE 5/8" TYPE'X' GYP. BD. TO INTERIOR FACE & EXT. 5/8" TYPE 'X' GYP.BD. TO EXTERIOR (1-HR. ASSEMBLY)W-WS4D 5/8" TYPE 'X' GYP. BD. TO EACH INTERIOR FACE OFDOUBLE ROW OF 2X4 STUDS @ 16" O.C. ON SEPARATEPLATES 1" APART W/ SOUND BATT INSUL. (1-HR.ASSEMBLY)W-WS4INT 1/2" GYP. BD. TO EACH EXPOSED FINISHED FACEOF 2X4 STUDS @ 16" O.C.. SUBSTITUTE 5/8" TYPE 'X' GYP.BD. @ LOWER LEVEL BEARING WALLS (SHADED IN FLOORPLANS) (1-HR. ASSEMBLY)W-WS6INT 1/2" GYP. BD. TO EACH EXPOSED FINISHED FACE0F 2X6 STUDS @ 16" O.C.C-GBF 2 LAYERS OF 1/2" TYPE X GYP. BD. TO UNDERSIDE OF FURRING CHANNELS & FLOOR FRAMINGC-GBS 5/8" GYP. BD. TO UNDERSIDE OF 2X4 STUDS @ 24"O.C. FRAMED BELOW ROOF OR FLOOR FRAMING TOCREATE SOFFIT (SHOWN AS STIPLED ON CEILINGPLANS).C-GBR 5/8" GYP. BD. TO UNDERSIDE OF ROOF FRAMING.C-CFS CEMENT FIBER SIDING W/ CONT. GALV. STL. SOFFITVENTS TO UNDERSIDE OF ROOF FRAM'G.C-MD EXPOSED UNDERSIDE OF METAL DECKING IN STL.FRAMEC-MR EXPOSED UNDERSIDE OF CORRUGATED GALV. STL.ROOFING.C-ST HARDCOAT STUCCO OVER AIR BARRIER OVER 1/2"OSB SHEATHING OVER FLOOR FRAMING PER STRUCT.DRW'GS.ROOF NOTES:1. PROVIDE GRACE ICE & WATER SHIELD OR EQUAL ONALL ROOFS W/ A PITCH OF LESS THAN 3:12 & FROMOUTSIDE EDGE OF ROOF TO EXTERIOR BUILDING FACE.2. PROVIDE METAL FLASH'G. (MIN. 24 GA.) AT ALL VALLEYS& WHERE ABUTTING WALLS PER SMACNA REC'S.R-AS ASPHALT SHINGLES (30 YR.) OVER 1 LAYER OF 15# FELT W/ ICE SHIELD @ OVERHANGS & EAVES OVER1/2" OSB SHEATHING OVER ROOF FRAM'G. PER STRUCT.DRW'GS. W/ INSUL. PER NOTES BELOWR-MD STUCTURAL MTL. DECK PER STRUCT. DRAW'GS.R-MR CORRUGATED GALV. STL. ROOFING OVER STL. ROOF FRAM'G. PER STRUCT. DRW'GS. & ARCH. SECTIONS.R-SPM SINGLE-PLY RUBBER MEMBRANE FULLY ADHERED TO RIGID INSUL. TAPERED TO SLOPE TO DRAINS OVER 1/2" OSB SHEATHING OVER ROOF FRAM'G. PER STRUCT.DRW'GS. W/ THERMAL INSUL. PER NOTES BELOWF-C4R 4" CONC. SLAB REINFORCED W/ 6X6, 10/10 W.W.F.0VER SUBGRADE PER SOILS REPORT RECOMEND- ATIONS.F-C4U 4" UN-REINFORCED CONC. SLAB OVER SUBGRADEPER SOILS REPORT RECOMENDATIONS.F-GC 1 1/2" GYPCRETE OVER 3/4" WD. DECKING & WD. I JOISTS PER STRUCT. DRWG'S W/ 2 LAYERS OF 1/2" TYPE X GYP. BD. W/ OPTIONAL STEEL FURRING CHANNELS TO UNDERSIDE OF JOISTS & W/ SOUND BATT INSULATION (GA FILE NO. FC 5513).F-CL 4" CONC. LANDING OVER FULLY ADHERED SINGLE-PLY MEMBRANE OVER WOOD FLOOR FRAM'G. PER STRUCT. DRW'GS.F-CT 3 1/2" CONC. TERRACE SLAB SLOPED TO DRAIN OVER DRAINAGE MATT OVER FULLY ADHERED SINGLE-PLY MEMBRANE OVER PROTECTION BD. OVER TAPERED RIGID INSUL. SLOPED TO DRAIN OVER WOOD FLOOR FRAM'G. PER STRUCT. DRAW'GS. SLOPE @ 1/4" PER FT.CL      Architect3070 Terry Lake Road | Fort Collins, CO 80524 | 90.484.8433  3/3/2021 11:17:16 AM &')"$)("(! $ &*%&')"+&') &$$#%(   MAIN LEVEL FLOOR PLAN1/4" = 1'-0"NORTHITEM 2, ATTACHMENT 2 Packet Pg. 13 DN DN DD EE CC BB AA 1 1 9 9 2 2 8 8 D.8 D.7 D.2 C.2 B.8 A.2 A.8A.8 A.3A.3 37 7 10 10 LIVING / DINING503KITCHEN505NOOK504BATHRM.408CL.410KITCHEN404STAIR501BEDRM.412BEDRM.511BATHRM.509BEDRM.506CL.502541547 s.f.1539 s.f.CL.514PANTRY516BATHRM.513CL.507CL.407HALL403BATHRM.414BEDRM.406                                        2.2 4 4 1 A-5.2 1 A-5.2 Terrace2 A-5.5 1 A-5.5 3 A-5.4 1 A-5.1 1 A-5.1                                                                                                                            2 A-5.1 2A-5.1 502410506509511507406408A407412B414408BLIVING / DINING402STAIR401Terrace409 413MECH.409CL.413PANTRY411       3 A-5.2 TANKLESS WATER HEATER- SEE MECH. DRW'GS.MECH.510HALL508W-WS6STW-WS6STW-WS6ST W-WS6MS W-WS6STW-WS6STW-WS6STW-WS6MSW-WS6MSW-WS6ST W-WS6MS W-WS6MS W-WS6MS W-WS6STW-WS6MSW-WS6ST W-WS6ST W-WS6MSW-WS6MS W-WS6ST W-WS6STW-WS6MSW-WS6MSW-WS6ST W-WS6MS W-WS6ST W-WS6MS W-WS6STW-WS4D W-WS6INT W-WS6INT W-WS6INTW-WS6INTNOTE: ALL INTERIOR WALLSARE TYPE W-WS4INT U.N.O.SOLID SURFACE COUNTEREXTENDED ON BRACKETS TOFORM SIT-UP BAR - PROVIDE"WATERFALL END" ON HALLWAYEND - TYP.ROOF CANOPYELELMENT ABOVE - TYP.ROD & SHELVES - TYP. @ALL CLOSETS36"X72" SHOWERBASE - SEE PLUMB'GDRW'GS.ALL SHADED WALLS ARETO BE PROTECTED W/ 1-HR.CONSTRUCTION - TYP.INSUL. SYMBOL IS SHOWN@ ALL WALLS WHICH ARE TOBE INSULATED - SEE SYSTEMNOTES - TYP.PLASTIC LAM. FINISHEDDESK @ 30" A.F.F. - TYP.ROOF CANOPY BELOW - TYP.CONC. DECK TO BE SLOPEDTO DRAIN @ 1/4" PER FT. MIN.-TYP.FLOOR DRAINS - SEE PLUMB'G.DRW'GS. - TYP.                                FURN.FURN.REF.OVENSINKREF.OVENSINKR-MDR-MRSHOWER CURB FINISHEDW/ SOLID SURFACE MATERIALOVER SINGLE-PLY MEMBRANE- TYP.OVERFLOW DRAIN - SEEPLUMB'G. DRW'GS.12"W. X 4" H. PRE-FIN. STL.SCUPPER LOCATED 2" ABOVEADJACENT TERRACE SURFACE- TYP. OF 2 LOCATIONS (VERIFY W/ KITCHEN CAB. MANUF.) W-WS6D 412A402515AW-WS6INT W-WS6INT W-WS6ST W-WS6STW-WS6STW-WS6INT5 W-WS6D W-WS6INT W/D.34"X60" SHOWERBASE - SEE PLUMB'GDRW'GS.CONC. DECK TO BE SLOPEDTO DRAIN @ 1/4" PER FT. MIN.-TYP.TerraceWINDOW ABOVE 6 411416415BDEN/BR.415CL.416         5 SHELVES     NOTE: METAL ROOFING TO BELEFT OUT OF AREAS ABOVE WINDOWS415A A-5.4 5 CL.512BEDRM.515510513515B516512503BRACKET DESIGN HERETO BE MODIFIED TO BEABOVE DOOR OPENING- SEE SECT. 1/A-5.4W/DSHELVES HERE              TANKLESS WATER HEATER- SEE MECH. DRW'GS.SYSTEM NOTES:FLOORS:WALLS:WALL NOTES:GENERAL NOTES:1. FIELD VERIFY ALL DIMENSIONS. NOTIFY ARCHITECT OF ANY DISCREPANCIES.2. ALL DIMENSIONS ARE TO OUTSIDE FACE OF CONC., FACE OF STUD, FACE OF MASONRY OR GRIDLINE UNLESS INDICATED W/ A CENTERLINE ( ) SYMBOL OR UNLESS NOTED OTHERWISE.3. ALL GRIDLINES ARE LOCATED @ OUTSIDE FACE OF WALL SHEATHING OR @ CENTERLINES OF ELEMENTS UNLESS NOTED OTHERWISE.4. SEE WALL SECTIONS FOR FURTHER DIMENSIONAL RELATIONSHIPS.5. INSTALL ALL PRODUCTS PER MANUF. REC'S.CEILINGS:ROOFS:INSULATION & MOISTURE RESISTANCE:1. PROVIDE R-10 RIGID INSUL. @ FOUNDATION PERIMETER.2. PROVIDE 6 MIL. VAPOR BARRIER BENEATH MAIN LEVEL FLOOR SLABS SEALED TO FOUNDATION.3. PROVIDE R-21 MIN. BLOWN-IN INSULATION @ ALL PERIMETER WALLS EXCEPT @ RATED WALLS WHICH ARE TO RECEIVE R-21 MINERAL WOOL.4. PROVIDE R-49 MIN. BLOWN-IN INSUL. @ ALL VENTED ATTIC CONDITIONS.5. PROVIDE R-25 MIN. CLOSED CELL SPRAYFOAM PLUS BLOWN-IN INSUL. FILLING REMAINING RAFTER CAVITY FOR R-49 MIN. @ ALL UNVENTED RAFTER CONDITIONS.6. PROVIDE TYVEK OR EQUAL AIR BARRIER @ ALL EXTERIOR WALLS COMPLETE W/ OPENING SEALING COMPONENTS. TAPE ALL JOINTS.7. PROVIDE DRAINAGE MATT @ ALL STUCCO CONDITIONS.8. PROVIDE CLASS III VAPOR RETARDER (LATEX PAINT) @ ALL INTERIOR PERIMETER WALL & CEILING CONDITIONS.9. ALL WINDOWS TO HAVE A U-VALUE OF .30 OR LESS.10. ALL WINDOW & DOOR TO BE WRAPPED, TAPED & SEALED W/ OPENING COMPONENTS PER WINDOW & AIR BARRIER MANUF. REQM'TS.11. PROVIDE R-20 MIN. CLOSED CELL SPRAY FOAM INSUL. @ ALL RIM JOIST CONDITIONS.12. PROVIDE SOUND INSUL. BATTS @ ALL FLOOR & DE- MISING WALL CONDITIONS.13. ALL CONCEALED SPACES W/IN HEADERS & WALL INTER- SECTION CONDITIONS TO BE INSULATED W/ RIGID INSUL. OR SPRAY FOAM.14. PROVIDE THERMO-PLY OR EQUAL AIR BARRIER @ THE OUTSIDE OF BATHTUBS, FIREPLACES OR SOFFITS PLACED @ PERIMETER WALLS OR ROOFS PRIOR TO INSTALLATION.1. ALL INTERIOR WALLS ARE TYPE W-S4INT UNLESS NOTED OTHERWISE.2. SEE ELEVATIONS & ROOM FINISH SCHEDULE FOR FURTHER FINISH MATERIAL INFORMATION. ALL INTERIOR WALLS ARE TO HAVE "SLICK" FINISH (NO TEXTURE).3. SEE STRUCT. DRW'GS. FOR FURTHER BRACING & LAT- ERAL REQMTS.4. PROVIDE MOISTURE RESISTANT GYP. BD. @ ALL BATH- ROOM WALLS & EXTERIOR GYP. BD. @ ALL EXTERIOR CONDITIONS.5. PROVIDE BACKING WITHIN WALLS AS REQ'D. FOR IN- STALLING ALL EQUIPMENT, MILLWORK & TOILET ACCES- SORIES.6. SEE SHEET A-2.1 & MECH. DRW'GS. FOR LOCATIONS WHERE DUCTS OR VENTS PENETRATE RATED MEM- BRANES REQUIRING GYP. BD. WRAP WITHIN WALL & JOIST CAVITIES.W-CMU 8"X8"X16" (NOMINAL) INTEGRALLY COLORED CONCRETE MASONRY UNITS W/ 2" SOLID "SOAP" CAPS REINFORCED PER STRUCT. DRWG'S.W-WS6ST HARDCOAT STUCCO OVER DRAINAGE MATT OVER OVER AIR BARRIER OVER 1/2" OSB SHEATHING OVER 2X6 STUDS @ 16" O.C. W/ R-20 MIN. BLOWN-IN INSUL. W/ 1/2" GYP. BD. TO INSIDE FACE OF ALL WALLS OTHER THAN LOWER LEVEL BEARING WALLS (SHADED IN FLOOR PLANS) WHICH ARE TO HAVE 5/8" TYPE 'X' GYP. BD. (1-HR. ASSEMBLY)W-WS6ST-1HR SAME ASSEMBLY AS W-WS6ST BUT SUBSTI- TUTE LP FLAMEBLOCK SHEATHING FOR OSB SHEATHINGW-WS4ST HARDCOAT STUCCO SYSTEM OVER 2 LAYERS OF FELT PAPER OVER 1/2" OSB SHEATHING OVER BOTH SIDES OF 2X4 STUDS @ 16". FRAMING TO BE ATTACHED TO STEEL POSTS EMBEDDED INTO CONC. PIERS PER STRUCT. DRW'GS. WHERE LATERALLY UNSUPPORTED.W-WS6MS METAL SIDING (GALVANIZED CORRUGATED OVER AIR BARRIER OVER 2X6 STUDS @ 16" O.C. W/ R-20 MIN. BLOWN-IN INSUL. W/ 1/2" GYP. BD. TO INSIDE FACE OF ALL WALLS OTHER THAN LOWER LEVEL BEARING WALLS (SHADED IN FLOOR PLANS) WHICH ARE TO HAVE 5/8" TYPE 'X' GYP. BD. TO INTERIOR FACE & EXT. 5/8" TYPE 'X' GYP. BD. TO EXTERIOR (1-HR. ASSEMBLY)W-WS4D 5/8" TYPE 'X' GYP. BD. TO EACH INTERIOR FACE OF DOUBLE ROW OF 2X4 STUDS @ 16" O.C. ON SEPARATE PLATES 1" APART W/ SOUND BATT INSUL. (1-HR. ASSEMBLY)W-WS4INT 1/2" GYP. BD. TO EACH EXPOSED FINISHED FACE OF 2X4 STUDS @ 16" O.C.. SUBSTITUTE 5/8" TYPE 'X' GYP. BD. @ LOWER LEVEL BEARING WALLS (SHADED IN FLOOR PLANS) (1-HR. ASSEMBLY)W-WS6INT 1/2" GYP. BD. TO EACH EXPOSED FINISHED FACE 0F 2X6 STUDS @ 16" O.C.C-GBF 2 LAYERS OF 1/2" TYPE X GYP. BD. TO UNDERSIDE OF FURRING CHANNELS & FLOOR FRAMINGC-GBS 5/8" GYP. BD. TO UNDERSIDE OF 2X4 STUDS @ 24" O.C. FRAMED BELOW ROOF OR FLOOR FRAMING TO CREATE SOFFIT (SHOWN AS STIPLED ON CEILING PLANS).C-GBR 5/8" GYP. BD. TO UNDERSIDE OF ROOF FRAMING.C-CFS CEMENT FIBER SIDING W/ CONT. GALV. STL. SOFFIT VENTS TO UNDERSIDE OF ROOF FRAM'G.C-MD EXPOSED UNDERSIDE OF METAL DECKING IN STL. FRAMEC-MR EXPOSED UNDERSIDE OF CORRUGATED GALV. STL. ROOFING.C-ST HARDCOAT STUCCO OVER AIR BARRIER OVER 1/2" OSB SHEATHING OVER FLOOR FRAMING PER STRUCT. DRW'GS.ROOF NOTES:1. PROVIDE GRACE ICE & WATER SHIELD OR EQUAL ON ALL ROOFS W/ A PITCH OF LESS THAN 3:12 & FROM OUTSIDE EDGE OF ROOF TO EXTERIOR BUILDING FACE.2. PROVIDE METAL FLASH'G. (MIN. 24 GA.) AT ALL VALLEYS & WHERE ABUTTING WALLS PER SMACNA REC'S.R-AS ASPHALT SHINGLES (30 YR.) OVER 1 LAYER OF 15# FELT W/ ICE SHIELD @ OVERHANGS & EAVES OVER 1/2" OSB SHEATHING OVER ROOF FRAM'G. PER STRUCT. DRW'GS. W/ INSUL. PER NOTES BELOWR-MD STUCTURAL MTL. DECK PER STRUCT. DRAW'GS.R-MR CORRUGATED GALV. STL. ROOFING OVER STL. ROOF FRAM'G. PER STRUCT. DRW'GS. & ARCH. SECTIONS.R-SPM SINGLE-PLY RUBBER MEMBRANE FULLY ADHERED TO RIGID INSUL. TAPERED TO SLOPE TO DRAINS OVER 1/2" OSB SHEATHING OVER ROOF FRAM'G. PER STRUCT. DRW'GS. W/ THERMAL INSUL. PER NOTES BELOWF-C4R 4" CONC. SLAB REINFORCED W/ 6X6, 10/10 W.W.F. 0VER SUBGRADE PER SOILS REPORT RECOMEND- ATIONS.F-C4U 4" UN-REINFORCED CONC. SLAB OVER SUBGRADE PER SOILS REPORT RECOMENDATIONS.F-GC 1 1/2" GYPCRETE OVER 3/4" WD. DECKING & WD. I JOISTS PER STRUCT. DRWG'S W/ 2 LAYERS OF 1/2" TYPE X GYP. BD. W/ OPTIONAL STEEL FURRING CHANNELS TO UNDERSIDE OF JOISTS & W/ SOUND BATT INSULATION (GA FILE NO. FC 5513).F-CL 4" CONC. LANDING OVER FULLY ADHERED SINGLE-PLY MEMBRANE OVER WOOD FLOOR FRAM'G. PER STRUCT. DRW'GS.F-CT 3 1/2" CONC. TERRACE SLAB SLOPED TO DRAIN OVER DRAINAGE MATT OVER FULLY ADHERED SINGLE-PLY MEMBRANE OVER PROTECTION BD. OVER TAPERED RIGID INSUL. SLOPED TO DRAIN OVER WOOD FLOOR FRAM'G. PER STRUCT. DRAW'GS. SLOPE @ 1/4" PER FT.CL      Architect3070 Terry Lake Road | Fort Collins, CO 80524 | 90.484.8433  3/3/2021 11:17:17 AM &')"$)("(! $ &*%&')"+&') &$$#%(  UPPER LEVEL FLOOR PLAN1/4" = 1'-0"NORTHITEM 2, ATTACHMENT 2 Packet Pg. 14 DD EE CC BB AA 1 1 9 9 2 2 8 8 D.8 D.7 D.2 C.2 B.8 A.2 A.8A.8 A.3A.3 37 7 10 10 2.2 4                       SHEET NOTES:1. ALL CEILINGS SHOWN AS NON- STIPLED WHITE ARE TYPE C-GBF & ARE @ 10'-1 1/8" A.F.F.2. ALL CEILINGS SHOWN W/ STIPLE PATTERN ARE TYPE C-GBS & ARE LOWERED CEILINGS @ 9'-0 5/8" A.F.F.2X2 STL. TUBE PURLINS OVER2X2 STL. TUBE FRAMES - SEESECTIONS - TYP.R-MR - TYP.TUBE STL. FRAME & PURLINS-SEE SECTIONS -TYP.R-MDR-MDWALL MTD. LIGHT FIXTURE- SEE ELEC. DRW'GS. - TYP.COLUMN MTD. UP LIGHTFIXTURE - SEE ELEC. DRW'GS.-TYP.LINEAR PENDANT LIGHT FIXTURE- SEE ELEC. DRW'GS. - TYP.DECORATIVE PENDANT TYPELIGHT FIXTURE - SEE ELEC.DRW'GS. - TYP.DECORATIVE CEILING FAN -SEE ELEC. DRW'GS. - TYP.DECORATIVE VANITY FIXTURE- SEE ELEC. DRW'GS. - TYP.EXHAUST FAN - SEE MECH.DRW'GS. - TYP.RECESSED DOWN-LIGHT - SEE ELEC.DRW'GS. - TYP.UTILITY DRUM TYPE LIGHT FIXTURE- SEE ELEC. DRW'GS. - TYP.DECORATIVE PENDANT TYPELIGHT FIXTURE - SEE ELEC.DRW'GS. - TYP.LINE DUCT WALL PENETRATION W/2 LAYERS OF 5/8" TYPE 'X' GYP. BD.TO PROTECT DUCT - SEE MECH.DRW'GS. - TYP. OF 3 LOCATIONSIN THIS WALL PLANE INDICATED BYCROSS HATCHNOTE: METAL ROOFING TO BELEFT OUT OF AREAS ABOVE WINDOWS5 6 C-ST - TYP. @ UNDERSIDE OF DECK@ 109' - 11 1/8"CEILING BELOW ROOF TERRACE@ 109' - 11 1/8" - TYP.CEILING BELOW ROOF TERRACE@ 109' - 11 1/8" - TYP.CEILING BELOW ROOF TERRACE@ 109' - 11 1/8" - TYP.SYSTEM NOTES:FLOORS:WALLS:WALL NOTES:GENERAL NOTES:1. FIELD VERIFY ALL DIMENSIONS. NOTIFY ARCHITECT OF ANY DISCREPANCIES.2. ALL DIMENSIONS ARE TO OUTSIDE FACE OF CONC., FACE OF STUD, FACE OF MASONRY OR GRIDLINE UNLESS INDICATED W/ A CENTERLINE ( ) SYMBOL OR UNLESS NOTED OTHERWISE.3. ALL GRIDLINES ARE LOCATED @ OUTSIDE FACE OF WALL SHEATHING OR @ CENTERLINES OF ELEMENTS UNLESS NOTED OTHERWISE.4. SEE WALL SECTIONS FOR FURTHER DIMENSIONAL RELATIONSHIPS.5. INSTALL ALL PRODUCTS PER MANUF. REC'S.CEILINGS:ROOFS:INSULATION & MOISTURE RESISTANCE:1. PROVIDE R-10 RIGID INSUL. @ FOUNDATION PERIMETER.2. PROVIDE 6 MIL. VAPOR BARRIER BENEATH MAIN LEVEL FLOOR SLABS SEALED TO FOUNDATION.3. PROVIDE R-21 MIN. BLOWN-IN INSULATION @ ALL PERIMETER WALLS EXCEPT @ RATED WALLS WHICH ARE TO RECEIVE R-21 MINERAL WOOL.4. PROVIDE R-49 MIN. BLOWN-IN INSUL. @ ALL VENTED ATTIC CONDITIONS.5. PROVIDE R-25 MIN. CLOSED CELL SPRAYFOAM PLUS BLOWN-IN INSUL. FILLING REMAINING RAFTER CAVITY FOR R-49 MIN. @ ALL UNVENTED RAFTER CONDITIONS.6. PROVIDE TYVEK OR EQUAL AIR BARRIER @ ALL EXTERIOR WALLS COMPLETE W/ OPENING SEALING COMPONENTS. TAPE ALL JOINTS.7. PROVIDE DRAINAGE MATT @ ALL STUCCO CONDITIONS.8. PROVIDE CLASS III VAPOR RETARDER (LATEX PAINT) @ ALL INTERIOR PERIMETER WALL & CEILING CONDITIONS.9. ALL WINDOWS TO HAVE A U-VALUE OF .30 OR LESS.10. ALL WINDOW & DOOR TO BE WRAPPED, TAPED & SEALED W/ OPENING COMPONENTS PER WINDOW & AIR BARRIER MANUF. REQM'TS.11. PROVIDE R-20 MIN. CLOSED CELL SPRAY FOAM INSUL. @ ALL RIM JOIST CONDITIONS.12. PROVIDE SOUND INSUL. BATTS @ ALL FLOOR & DE- MISING WALL CONDITIONS.13. ALL CONCEALED SPACES W/IN HEADERS & WALL INTER- SECTION CONDITIONS TO BE INSULATED W/ RIGID INSUL. OR SPRAY FOAM.14. PROVIDE THERMO-PLY OR EQUAL AIR BARRIER @ THE OUTSIDE OF BATHTUBS, FIREPLACES OR SOFFITS PLACED @ PERIMETER WALLS OR ROOFS PRIOR TO INSTALLATION.1. ALL INTERIOR WALLS ARE TYPE W-S4INT UNLESS NOTED OTHERWISE.2. SEE ELEVATIONS & ROOM FINISH SCHEDULE FOR FURTHER FINISH MATERIAL INFORMATION. ALL INTERIOR WALLS ARE TO HAVE "SLICK" FINISH (NO TEXTURE).3. SEE STRUCT. DRW'GS. FOR FURTHER BRACING & LAT- ERAL REQMTS.4. PROVIDE MOISTURE RESISTANT GYP. BD. @ ALL BATH- ROOM WALLS & EXTERIOR GYP. BD. @ ALL EXTERIOR CONDITIONS.5. PROVIDE BACKING WITHIN WALLS AS REQ'D. FOR IN- STALLING ALL EQUIPMENT, MILLWORK & TOILET ACCES- SORIES.6. SEE SHEET A-2.1 & MECH. DRW'GS. FOR LOCATIONS WHERE DUCTS OR VENTS PENETRATE RATED MEM- BRANES REQUIRING GYP. BD. WRAP WITHIN WALL & JOIST CAVITIES.W-CMU 8"X8"X16" (NOMINAL) INTEGRALLY COLORED CONCRETE MASONRY UNITS W/ 2" SOLID "SOAP" CAPS REINFORCED PER STRUCT. DRWG'S.W-WS6ST HARDCOAT STUCCO OVER DRAINAGE MATT OVER OVER AIR BARRIER OVER 1/2" OSB SHEATHING OVER 2X6 STUDS @ 16" O.C. W/ R-20 MIN. BLOWN-IN INSUL. W/ 1/2" GYP. BD. TO INSIDE FACE OF ALL WALLS OTHER THAN LOWER LEVEL BEARING WALLS (SHADED IN FLOOR PLANS) WHICH ARE TO HAVE 5/8" TYPE 'X' GYP. BD. (1-HR. ASSEMBLY)W-WS6ST-1HR SAME ASSEMBLY AS W-WS6ST BUT SUBSTI- TUTE LP FLAMEBLOCK SHEATHING FOR OSB SHEATHINGW-WS4ST HARDCOAT STUCCO SYSTEM OVER 2 LAYERS OF FELT PAPER OVER 1/2" OSB SHEATHING OVER BOTH SIDES OF 2X4 STUDS @ 16". FRAMING TO BE ATTACHED TO STEEL POSTS EMBEDDED INTO CONC. PIERS PER STRUCT. DRW'GS. WHERE LATERALLY UNSUPPORTED.W-WS6MS METAL SIDING (GALVANIZED CORRUGATED OVER AIR BARRIER OVER 2X6 STUDS @ 16" O.C. W/ R-20 MIN. BLOWN-IN INSUL. W/ 1/2" GYP. BD. TO INSIDE FACE OF ALL WALLS OTHER THAN LOWER LEVEL BEARING WALLS (SHADED IN FLOOR PLANS) WHICH ARE TO HAVE 5/8" TYPE 'X' GYP. BD. TO INTERIOR FACE & EXT. 5/8" TYPE 'X' GYP. BD. TO EXTERIOR (1-HR. ASSEMBLY)W-WS4D 5/8" TYPE 'X' GYP. BD. TO EACH INTERIOR FACE OF DOUBLE ROW OF 2X4 STUDS @ 16" O.C. ON SEPARATE PLATES 1" APART W/ SOUND BATT INSUL. (1-HR. ASSEMBLY)W-WS4INT 1/2" GYP. BD. TO EACH EXPOSED FINISHED FACE OF 2X4 STUDS @ 16" O.C.. SUBSTITUTE 5/8" TYPE 'X' GYP. BD. @ LOWER LEVEL BEARING WALLS (SHADED IN FLOOR PLANS) (1-HR. ASSEMBLY)W-WS6INT 1/2" GYP. BD. TO EACH EXPOSED FINISHED FACE 0F 2X6 STUDS @ 16" O.C.C-GBF 2 LAYERS OF 1/2" TYPE X GYP. BD. TO UNDERSIDE OF FURRING CHANNELS & FLOOR FRAMINGC-GBS 5/8" GYP. BD. TO UNDERSIDE OF 2X4 STUDS @ 24" O.C. FRAMED BELOW ROOF OR FLOOR FRAMING TO CREATE SOFFIT (SHOWN AS STIPLED ON CEILING PLANS).C-GBR 5/8" GYP. BD. TO UNDERSIDE OF ROOF FRAMING.C-CFS CEMENT FIBER SIDING W/ CONT. GALV. STL. SOFFIT VENTS TO UNDERSIDE OF ROOF FRAM'G.C-MD EXPOSED UNDERSIDE OF METAL DECKING IN STL. FRAMEC-MR EXPOSED UNDERSIDE OF CORRUGATED GALV. STL. ROOFING.C-ST HARDCOAT STUCCO OVER AIR BARRIER OVER 1/2" OSB SHEATHING OVER FLOOR FRAMING PER STRUCT. DRW'GS.ROOF NOTES:1. PROVIDE GRACE ICE & WATER SHIELD OR EQUAL ON ALL ROOFS W/ A PITCH OF LESS THAN 3:12 & FROM OUTSIDE EDGE OF ROOF TO EXTERIOR BUILDING FACE.2. PROVIDE METAL FLASH'G. (MIN. 24 GA.) AT ALL VALLEYS & WHERE ABUTTING WALLS PER SMACNA REC'S.R-AS ASPHALT SHINGLES (30 YR.) OVER 1 LAYER OF 15# FELT W/ ICE SHIELD @ OVERHANGS & EAVES OVER 1/2" OSB SHEATHING OVER ROOF FRAM'G. PER STRUCT. DRW'GS. W/ INSUL. PER NOTES BELOWR-MD STUCTURAL MTL. DECK PER STRUCT. DRAW'GS.R-MR CORRUGATED GALV. STL. ROOFING OVER STL. ROOF FRAM'G. PER STRUCT. DRW'GS. & ARCH. SECTIONS.R-SPM SINGLE-PLY RUBBER MEMBRANE FULLY ADHERED TO RIGID INSUL. TAPERED TO SLOPE TO DRAINS OVER 1/2" OSB SHEATHING OVER ROOF FRAM'G. PER STRUCT. DRW'GS. W/ THERMAL INSUL. PER NOTES BELOWF-C4R 4" CONC. SLAB REINFORCED W/ 6X6, 10/10 W.W.F. 0VER SUBGRADE PER SOILS REPORT RECOMEND- ATIONS.F-C4U 4" UN-REINFORCED CONC. SLAB OVER SUBGRADE PER SOILS REPORT RECOMENDATIONS.F-GC 1 1/2" GYPCRETE OVER 3/4" WD. DECKING & WD. I JOISTS PER STRUCT. DRWG'S W/ 2 LAYERS OF 1/2" TYPE X GYP. BD. W/ OPTIONAL STEEL FURRING CHANNELS TO UNDERSIDE OF JOISTS & W/ SOUND BATT INSULATION (GA FILE NO. FC 5513).F-CL 4" CONC. LANDING OVER FULLY ADHERED SINGLE-PLY MEMBRANE OVER WOOD FLOOR FRAM'G. PER STRUCT. DRW'GS.F-CT 3 1/2" CONC. TERRACE SLAB SLOPED TO DRAIN OVER DRAINAGE MATT OVER FULLY ADHERED SINGLE-PLY MEMBRANE OVER PROTECTION BD. OVER TAPERED RIGID INSUL. SLOPED TO DRAIN OVER WOOD FLOOR FRAM'G. PER STRUCT. DRAW'GS. SLOPE @ 1/4" PER FT.CL      Architect3070 Terry Lake Road | Fort Collins, CO 80524 | 90.484.8433  3/3/2021 11:17:18 AM &')"$)("(! $ &*%&')"+&') &$$#%(    MAIN LEVEL CEILING PLAN1/4" = 1'-0"NORTHITEM 2, ATTACHMENT 2 Packet Pg. 15 DD EE CC BB 1 1 9 9 2 2 8 8 D.8 D.7 D.2 A.8A.8 A.3A.3 37 7 2.2 4 1 A-5.2 1 A-5.2 1 A-5.5 1 A-5.1 1 A-5.1 2 A-5.1 2 A-5.1 SHEET NOTES:1. ALL CEILINGS SHOWN AS NON- STIPLED WHITE ARE TYPE C-GBR.2. ALL CEILINGS SHOWN W/ STIPLE PATTERN ARE TYPE C-GBS & ARE LOWERED CEILINGS @ 8'-0 5/8" A.F.F.2X2 STL. TUBE PURLINS OVER3X3 STL. TUBE FRAMES - SEESECTIONS - TYP.WALL MTD. LIGHT FIXTURE- SEE ELEC. DRW'GS. - TYP.LINEAR PENDANT LIGHT FIXTURE- SEE ELEC. DRW'GS. - TYP.DECORATIVE PENDANT TYPELIGHT FIXTURE - SEE ELEC.DRW'GS. - TYP.DECORATIVE CEILING FAN -SEE ELEC. DRW'GS. - TYP.DECORATIVE VANITY FIXTURE- SEE ELEC. DRW'GS. - TYP.EXHAUST FAN - SEE MECH.DRW'GS. - TYP.RECESSED DOWNLIGHT - SEE ELEC.DRW'GS. - TYP.UTILITY DRUM TYPE LIGHTFIXTURE - SEE ELEC. DRW'GS. -TYP.EXPOSED SPIRAL DUCTWORK- SEE MECH. DRW'GS. - TYP.C-CFS. - TYP. @ ROOF EAVES      DECORATIVE PENDANT FIXTURE- SEE ELEC. DRW'GS. 3"3"10' - 0"1' - 0"3"3"SOFFIT DROPPED HERE TO8' - 0" A.F.F. 5 6 BRACKET DESIGN HERETO BE MODIFIED TO BEABOVE DOOR & WINDOWOPENING - SEE SECT. 1/A-5.4SYSTEM NOTES:FLOORS:WALLS:WALL NOTES:GENERAL NOTES:1. FIELD VERIFY ALL DIMENSIONS. NOTIFY ARCHITECT OF ANY DISCREPANCIES.2. ALL DIMENSIONS ARE TO OUTSIDE FACE OF CONC., FACE OF STUD, FACE OF MASONRY OR GRIDLINE UNLESS INDICATED W/ A CENTERLINE ( ) SYMBOL OR UNLESS NOTED OTHERWISE.3. ALL GRIDLINES ARE LOCATED @ OUTSIDE FACE OF WALL SHEATHING OR @ CENTERLINES OF ELEMENTS UNLESS NOTED OTHERWISE.4. SEE WALL SECTIONS FOR FURTHER DIMENSIONAL RELATIONSHIPS.5. INSTALL ALL PRODUCTS PER MANUF. REC'S.CEILINGS:ROOFS:INSULATION & MOISTURE RESISTANCE:1. PROVIDE R-10 RIGID INSUL. @ FOUNDATION PERIMETER.2. PROVIDE 6 MIL. VAPOR BARRIER BENEATH MAIN LEVEL FLOOR SLABS SEALED TO FOUNDATION.3. PROVIDE R-21 MIN. BLOWN-IN INSULATION @ ALL PERIMETER WALLS EXCEPT @ RATED WALLS WHICH ARE TO RECEIVE R-21 MINERAL WOOL.4. PROVIDE R-49 MIN. BLOWN-IN INSUL. @ ALL VENTED ATTIC CONDITIONS.5. PROVIDE R-25 MIN. CLOSED CELL SPRAYFOAM PLUS BLOWN-IN INSUL. FILLING REMAINING RAFTER CAVITY FOR R-49 MIN. @ ALL UNVENTED RAFTER CONDITIONS.6. PROVIDE TYVEK OR EQUAL AIR BARRIER @ ALL EXTERIOR WALLS COMPLETE W/ OPENING SEALING COMPONENTS. TAPE ALL JOINTS.7. PROVIDE DRAINAGE MATT @ ALL STUCCO CONDITIONS.8. PROVIDE CLASS III VAPOR RETARDER (LATEX PAINT) @ ALL INTERIOR PERIMETER WALL & CEILING CONDITIONS.9. ALL WINDOWS TO HAVE A U-VALUE OF .30 OR LESS.10. ALL WINDOW & DOOR TO BE WRAPPED, TAPED & SEALED W/ OPENING COMPONENTS PER WINDOW & AIR BARRIER MANUF. REQM'TS.11. PROVIDE R-20 MIN. CLOSED CELL SPRAY FOAM INSUL. @ ALL RIM JOIST CONDITIONS.12. PROVIDE SOUND INSUL. BATTS @ ALL FLOOR & DE- MISING WALL CONDITIONS.13. ALL CONCEALED SPACES W/IN HEADERS & WALL INTER- SECTION CONDITIONS TO BE INSULATED W/ RIGID INSUL. OR SPRAY FOAM.14. PROVIDE THERMO-PLY OR EQUAL AIR BARRIER @ THE OUTSIDE OF BATHTUBS, FIREPLACES OR SOFFITS PLACED @ PERIMETER WALLS OR ROOFS PRIOR TO INSTALLATION.1. ALL INTERIOR WALLS ARE TYPE W-S4INT UNLESS NOTED OTHERWISE.2. SEE ELEVATIONS & ROOM FINISH SCHEDULE FOR FURTHER FINISH MATERIAL INFORMATION. ALL INTERIOR WALLS ARE TO HAVE "SLICK" FINISH (NO TEXTURE).3. SEE STRUCT. DRW'GS. FOR FURTHER BRACING & LAT- ERAL REQMTS.4. PROVIDE MOISTURE RESISTANT GYP. BD. @ ALL BATH- ROOM WALLS & EXTERIOR GYP. BD. @ ALL EXTERIOR CONDITIONS.5. PROVIDE BACKING WITHIN WALLS AS REQ'D. FOR IN- STALLING ALL EQUIPMENT, MILLWORK & TOILET ACCES- SORIES.6. SEE SHEET A-2.1 & MECH. DRW'GS. FOR LOCATIONS WHERE DUCTS OR VENTS PENETRATE RATED MEM- BRANES REQUIRING GYP. BD. WRAP WITHIN WALL & JOIST CAVITIES.W-CMU 8"X8"X16" (NOMINAL) INTEGRALLY COLORED CONCRETE MASONRY UNITS W/ 2" SOLID "SOAP" CAPS REINFORCED PER STRUCT. DRWG'S.W-WS6ST HARDCOAT STUCCO OVER DRAINAGE MATT OVER OVER AIR BARRIER OVER 1/2" OSB SHEATHING OVER 2X6 STUDS @ 16" O.C. W/ R-20 MIN. BLOWN-IN INSUL. W/ 1/2" GYP. BD. TO INSIDE FACE OF ALL WALLS OTHER THAN LOWER LEVEL BEARING WALLS (SHADED IN FLOOR PLANS) WHICH ARE TO HAVE 5/8" TYPE 'X' GYP. BD. (1-HR. ASSEMBLY)W-WS6ST-1HR SAME ASSEMBLY AS W-WS6ST BUT SUBSTI- TUTE LP FLAMEBLOCK SHEATHING FOR OSB SHEATHINGW-WS4ST HARDCOAT STUCCO SYSTEM OVER 2 LAYERS OF FELT PAPER OVER 1/2" OSB SHEATHING OVER BOTH SIDES OF 2X4 STUDS @ 16". FRAMING TO BE ATTACHED TO STEEL POSTS EMBEDDED INTO CONC. PIERS PER STRUCT. DRW'GS. WHERE LATERALLY UNSUPPORTED.W-WS6MS METAL SIDING (GALVANIZED CORRUGATED OVER AIR BARRIER OVER 2X6 STUDS @ 16" O.C. W/ R-20 MIN. BLOWN-IN INSUL. W/ 1/2" GYP. BD. TO INSIDE FACE OF ALL WALLS OTHER THAN LOWER LEVEL BEARING WALLS (SHADED IN FLOOR PLANS) WHICH ARE TO HAVE 5/8" TYPE 'X' GYP. BD. TO INTERIOR FACE & EXT. 5/8" TYPE 'X' GYP. BD. TO EXTERIOR (1-HR. ASSEMBLY)W-WS4D 5/8" TYPE 'X' GYP. BD. TO EACH INTERIOR FACE OF DOUBLE ROW OF 2X4 STUDS @ 16" O.C. ON SEPARATE PLATES 1" APART W/ SOUND BATT INSUL. (1-HR. ASSEMBLY)W-WS4INT 1/2" GYP. BD. TO EACH EXPOSED FINISHED FACE OF 2X4 STUDS @ 16" O.C.. SUBSTITUTE 5/8" TYPE 'X' GYP. BD. @ LOWER LEVEL BEARING WALLS (SHADED IN FLOOR PLANS) (1-HR. ASSEMBLY)W-WS6INT 1/2" GYP. BD. TO EACH EXPOSED FINISHED FACE 0F 2X6 STUDS @ 16" O.C.C-GBF 2 LAYERS OF 1/2" TYPE X GYP. BD. TO UNDERSIDE OF FURRING CHANNELS & FLOOR FRAMINGC-GBS 5/8" GYP. BD. TO UNDERSIDE OF 2X4 STUDS @ 24" O.C. FRAMED BELOW ROOF OR FLOOR FRAMING TO CREATE SOFFIT (SHOWN AS STIPLED ON CEILING PLANS).C-GBR 5/8" GYP. BD. TO UNDERSIDE OF ROOF FRAMING.C-CFS CEMENT FIBER SIDING W/ CONT. GALV. STL. SOFFIT VENTS TO UNDERSIDE OF ROOF FRAM'G.C-MD EXPOSED UNDERSIDE OF METAL DECKING IN STL. FRAMEC-MR EXPOSED UNDERSIDE OF CORRUGATED GALV. STL. ROOFING.C-ST HARDCOAT STUCCO OVER AIR BARRIER OVER 1/2" OSB SHEATHING OVER FLOOR FRAMING PER STRUCT. DRW'GS.ROOF NOTES:1. PROVIDE GRACE ICE & WATER SHIELD OR EQUAL ON ALL ROOFS W/ A PITCH OF LESS THAN 3:12 & FROM OUTSIDE EDGE OF ROOF TO EXTERIOR BUILDING FACE.2. PROVIDE METAL FLASH'G. (MIN. 24 GA.) AT ALL VALLEYS & WHERE ABUTTING WALLS PER SMACNA REC'S.R-AS ASPHALT SHINGLES (30 YR.) OVER 1 LAYER OF 15# FELT W/ ICE SHIELD @ OVERHANGS & EAVES OVER 1/2" OSB SHEATHING OVER ROOF FRAM'G. PER STRUCT. DRW'GS. W/ INSUL. PER NOTES BELOWR-MD STUCTURAL MTL. DECK PER STRUCT. DRAW'GS.R-MR CORRUGATED GALV. STL. ROOFING OVER STL. ROOF FRAM'G. PER STRUCT. DRW'GS. & ARCH. SECTIONS.R-SPM SINGLE-PLY RUBBER MEMBRANE FULLY ADHERED TO RIGID INSUL. TAPERED TO SLOPE TO DRAINS OVER 1/2" OSB SHEATHING OVER ROOF FRAM'G. PER STRUCT. DRW'GS. W/ THERMAL INSUL. PER NOTES BELOWF-C4R 4" CONC. SLAB REINFORCED W/ 6X6, 10/10 W.W.F. 0VER SUBGRADE PER SOILS REPORT RECOMEND- ATIONS.F-C4U 4" UN-REINFORCED CONC. SLAB OVER SUBGRADE PER SOILS REPORT RECOMENDATIONS.F-GC 1 1/2" GYPCRETE OVER 3/4" WD. DECKING & WD. I JOISTS PER STRUCT. DRWG'S W/ 2 LAYERS OF 1/2" TYPE X GYP. BD. W/ OPTIONAL STEEL FURRING CHANNELS TO UNDERSIDE OF JOISTS & W/ SOUND BATT INSULATION (GA FILE NO. FC 5513).F-CL 4" CONC. LANDING OVER FULLY ADHERED SINGLE-PLY MEMBRANE OVER WOOD FLOOR FRAM'G. PER STRUCT. DRW'GS.F-CT 3 1/2" CONC. TERRACE SLAB SLOPED TO DRAIN OVER DRAINAGE MATT OVER FULLY ADHERED SINGLE-PLY MEMBRANE OVER PROTECTION BD. OVER TAPERED RIGID INSUL. SLOPED TO DRAIN OVER WOOD FLOOR FRAM'G. PER STRUCT. DRAW'GS. SLOPE @ 1/4" PER FT.CL      Architect3070 Terry Lake Road | Fort Collins, CO 80524 | 90.484.8433  3/3/2021 11:17:19 AM &')"$)("(! $ &*%&')"+&') &$$#%(   UPPER LEVEL CEILING PLAN1/4" = 1'-0"NORTHITEM 2, ATTACHMENT 2 Packet Pg. 16 DD EE CC BB A 1 1 9 9 2 2 8 8 D.8 D.7 A.8A.8 A.3 37 7 2.24 1 A-5.2 1 A-5.2 1 A-5.1 1 A-5.1 2 A-5.1 2 A-5.1 4:12 PITCH4:12 PITCH1/4:12 PITCH1/4:12 PITCH1/4:12 PITCH 1/4:12 PITCH1/4:12 PITCH 1/4:12 PITCH CONDENSING UNIT - SEE MECH.DRW'GS. - TYP. PITCH GALV. STL. CONDUCTOR HEAD& SCUPPER - TYP.R-SPM - TYP.R-AS - TYP.GALV STL. CAP FLASH'G. - SEESECTIONS - TYP.R-MR - TYP.R-SPM2 CRICKET BEHINDPARAPET WALLGALV. HALF ROUNDGUTTER - TYP.GALV. ROUND DOWNSPOUTLOCATION - SEE ELEVS. - TYP.GALV. ROUND DOWNSPOUTLOCATION - SEE ELEVS. - TYP.GALV. STL. ROOF VENT- TYP.INSTALL SNOW JACKSHERE TO PROTECT ROOFBELOWINSTALL SNOW JACKSHERE TO PROTECT ROOFBELOW1' - 3" 3" 1' - 0"7' - 0"1' - 0" 3"3" 1' - 0" 3"3"10' - 0"6"6" 3" 3" 5 6 1/4:12 PITCHBRACKET DESIGN HERETO BE MODIFIED TO BEABOVE DOOR OPENING- SEE SECT. 1/A-5.4SYSTEM NOTES:FLOORS:WALLS:WALL NOTES:GENERAL NOTES:1. FIELD VERIFY ALL DIMENSIONS. NOTIFY ARCHITECT OF ANY DISCREPANCIES.2. ALL DIMENSIONS ARE TO OUTSIDE FACE OF CONC., FACE OF STUD, FACE OF MASONRY OR GRIDLINE UNLESS INDICATED W/ A CENTERLINE ( ) SYMBOL OR UNLESS NOTED OTHERWISE.3. ALL GRIDLINES ARE LOCATED @ OUTSIDE FACE OF WALL SHEATHING OR @ CENTERLINES OF ELEMENTS UNLESS NOTED OTHERWISE.4. SEE WALL SECTIONS FOR FURTHER DIMENSIONAL RELATIONSHIPS.5. INSTALL ALL PRODUCTS PER MANUF. REC'S.CEILINGS:ROOFS:INSULATION & MOISTURE RESISTANCE:1. PROVIDE R-10 RIGID INSUL. @ FOUNDATION PERIMETER.2. PROVIDE 6 MIL. VAPOR BARRIER BENEATH MAIN LEVEL FLOOR SLABS SEALED TO FOUNDATION.3. PROVIDE R-21 MIN. BLOWN-IN INSULATION @ ALL PERIMETER WALLS EXCEPT @ RATED WALLS WHICH ARE TO RECEIVE R-21 MINERAL WOOL.4. PROVIDE R-49 MIN. BLOWN-IN INSUL. @ ALL VENTED ATTIC CONDITIONS.5. PROVIDE R-25 MIN. CLOSED CELL SPRAYFOAM PLUS BLOWN-IN INSUL. FILLING REMAINING RAFTER CAVITY FOR R-49 MIN. @ ALL UNVENTED RAFTER CONDITIONS.6. PROVIDE TYVEK OR EQUAL AIR BARRIER @ ALL EXTERIOR WALLS COMPLETE W/ OPENING SEALING COMPONENTS. TAPE ALL JOINTS.7. PROVIDE DRAINAGE MATT @ ALL STUCCO CONDITIONS.8. PROVIDE CLASS III VAPOR RETARDER (LATEX PAINT) @ ALL INTERIOR PERIMETER WALL & CEILING CONDITIONS.9. ALL WINDOWS TO HAVE A U-VALUE OF .30 OR LESS.10. ALL WINDOW & DOOR TO BE WRAPPED, TAPED & SEALED W/ OPENING COMPONENTS PER WINDOW & AIR BARRIER MANUF. REQM'TS.11. PROVIDE R-20 MIN. CLOSED CELL SPRAY FOAM INSUL. @ ALL RIM JOIST CONDITIONS.12. PROVIDE SOUND INSUL. BATTS @ ALL FLOOR & DE- MISING WALL CONDITIONS.13. ALL CONCEALED SPACES W/IN HEADERS & WALL INTER- SECTION CONDITIONS TO BE INSULATED W/ RIGID INSUL. OR SPRAY FOAM.14. PROVIDE THERMO-PLY OR EQUAL AIR BARRIER @ THE OUTSIDE OF BATHTUBS, FIREPLACES OR SOFFITS PLACED @ PERIMETER WALLS OR ROOFS PRIOR TO INSTALLATION.1. ALL INTERIOR WALLS ARE TYPE W-S4INT UNLESS NOTED OTHERWISE.2. SEE ELEVATIONS & ROOM FINISH SCHEDULE FOR FURTHER FINISH MATERIAL INFORMATION. ALL INTERIOR WALLS ARE TO HAVE "SLICK" FINISH (NO TEXTURE).3. SEE STRUCT. DRW'GS. FOR FURTHER BRACING & LAT- ERAL REQMTS.4. PROVIDE MOISTURE RESISTANT GYP. BD. @ ALL BATH- ROOM WALLS & EXTERIOR GYP. BD. @ ALL EXTERIOR CONDITIONS.5. PROVIDE BACKING WITHIN WALLS AS REQ'D. FOR IN- STALLING ALL EQUIPMENT, MILLWORK & TOILET ACCES- SORIES.6. SEE SHEET A-2.1 & MECH. DRW'GS. FOR LOCATIONS WHERE DUCTS OR VENTS PENETRATE RATED MEM- BRANES REQUIRING GYP. BD. WRAP WITHIN WALL & JOIST CAVITIES.W-CMU 8"X8"X16" (NOMINAL) INTEGRALLY COLORED CONCRETE MASONRY UNITS W/ 2" SOLID "SOAP" CAPS REINFORCED PER STRUCT. DRWG'S.W-WS6ST HARDCOAT STUCCO OVER DRAINAGE MATT OVER OVER AIR BARRIER OVER 1/2" OSB SHEATHING OVER 2X6 STUDS @ 16" O.C. W/ R-20 MIN. BLOWN-IN INSUL. W/ 1/2" GYP. BD. TO INSIDE FACE OF ALL WALLS OTHER THAN LOWER LEVEL BEARING WALLS (SHADED IN FLOOR PLANS) WHICH ARE TO HAVE 5/8" TYPE 'X' GYP. BD. (1-HR. ASSEMBLY)W-WS6ST-1HR SAME ASSEMBLY AS W-WS6ST BUT SUBSTI- TUTE LP FLAMEBLOCK SHEATHING FOR OSB SHEATHINGW-WS4ST HARDCOAT STUCCO SYSTEM OVER 2 LAYERS OF FELT PAPER OVER 1/2" OSB SHEATHING OVER BOTH SIDES OF 2X4 STUDS @ 16". FRAMING TO BE ATTACHED TO STEEL POSTS EMBEDDED INTO CONC. PIERS PER STRUCT. DRW'GS. WHERE LATERALLY UNSUPPORTED.W-WS6MS METAL SIDING (GALVANIZED CORRUGATED OVER AIR BARRIER OVER 2X6 STUDS @ 16" O.C. W/ R-20 MIN. BLOWN-IN INSUL. W/ 1/2" GYP. BD. TO INSIDE FACE OF ALL WALLS OTHER THAN LOWER LEVEL BEARING WALLS (SHADED IN FLOOR PLANS) WHICH ARE TO HAVE 5/8" TYPE 'X' GYP. BD. TO INTERIOR FACE & EXT. 5/8" TYPE 'X' GYP. BD. TO EXTERIOR (1-HR. ASSEMBLY)W-WS4D 5/8" TYPE 'X' GYP. BD. TO EACH INTERIOR FACE OF DOUBLE ROW OF 2X4 STUDS @ 16" O.C. ON SEPARATE PLATES 1" APART W/ SOUND BATT INSUL. (1-HR. ASSEMBLY)W-WS4INT 1/2" GYP. BD. TO EACH EXPOSED FINISHED FACE OF 2X4 STUDS @ 16" O.C.. SUBSTITUTE 5/8" TYPE 'X' GYP. BD. @ LOWER LEVEL BEARING WALLS (SHADED IN FLOOR PLANS) (1-HR. ASSEMBLY)W-WS6INT 1/2" GYP. BD. TO EACH EXPOSED FINISHED FACE 0F 2X6 STUDS @ 16" O.C.C-GBF 2 LAYERS OF 1/2" TYPE X GYP. BD. TO UNDERSIDE OF FURRING CHANNELS & FLOOR FRAMINGC-GBS 5/8" GYP. BD. TO UNDERSIDE OF 2X4 STUDS @ 24" O.C. FRAMED BELOW ROOF OR FLOOR FRAMING TO CREATE SOFFIT (SHOWN AS STIPLED ON CEILING PLANS).C-GBR 5/8" GYP. BD. TO UNDERSIDE OF ROOF FRAMING.C-CFS CEMENT FIBER SIDING W/ CONT. GALV. STL. SOFFIT VENTS TO UNDERSIDE OF ROOF FRAM'G.C-MD EXPOSED UNDERSIDE OF METAL DECKING IN STL. FRAMEC-MR EXPOSED UNDERSIDE OF CORRUGATED GALV. STL. ROOFING.C-ST HARDCOAT STUCCO OVER AIR BARRIER OVER 1/2" OSB SHEATHING OVER FLOOR FRAMING PER STRUCT. DRW'GS.ROOF NOTES:1. PROVIDE GRACE ICE & WATER SHIELD OR EQUAL ON ALL ROOFS W/ A PITCH OF LESS THAN 3:12 & FROM OUTSIDE EDGE OF ROOF TO EXTERIOR BUILDING FACE.2. PROVIDE METAL FLASH'G. (MIN. 24 GA.) AT ALL VALLEYS & WHERE ABUTTING WALLS PER SMACNA REC'S.R-AS ASPHALT SHINGLES (30 YR.) OVER 1 LAYER OF 15# FELT W/ ICE SHIELD @ OVERHANGS & EAVES OVER 1/2" OSB SHEATHING OVER ROOF FRAM'G. PER STRUCT. DRW'GS. W/ INSUL. PER NOTES BELOWR-MD STUCTURAL MTL. DECK PER STRUCT. DRAW'GS.R-MR CORRUGATED GALV. STL. ROOFING OVER STL. ROOF FRAM'G. PER STRUCT. DRW'GS. & ARCH. SECTIONS.R-SPM SINGLE-PLY RUBBER MEMBRANE FULLY ADHERED TO RIGID INSUL. TAPERED TO SLOPE TO DRAINS OVER 1/2" OSB SHEATHING OVER ROOF FRAM'G. PER STRUCT. DRW'GS. W/ THERMAL INSUL. PER NOTES BELOWF-C4R 4" CONC. SLAB REINFORCED W/ 6X6, 10/10 W.W.F. 0VER SUBGRADE PER SOILS REPORT RECOMEND- ATIONS.F-C4U 4" UN-REINFORCED CONC. SLAB OVER SUBGRADE PER SOILS REPORT RECOMENDATIONS.F-GC 1 1/2" GYPCRETE OVER 3/4" WD. DECKING & WD. I JOISTS PER STRUCT. DRWG'S W/ 2 LAYERS OF 1/2" TYPE X GYP. BD. W/ OPTIONAL STEEL FURRING CHANNELS TO UNDERSIDE OF JOISTS & W/ SOUND BATT INSULATION (GA FILE NO. FC 5513).F-CL 4" CONC. LANDING OVER FULLY ADHERED SINGLE-PLY MEMBRANE OVER WOOD FLOOR FRAM'G. PER STRUCT. DRW'GS.F-CT 3 1/2" CONC. TERRACE SLAB SLOPED TO DRAIN OVER DRAINAGE MATT OVER FULLY ADHERED SINGLE-PLY MEMBRANE OVER PROTECTION BD. OVER TAPERED RIGID INSUL. SLOPED TO DRAIN OVER WOOD FLOOR FRAM'G. PER STRUCT. DRAW'GS. SLOPE @ 1/4" PER FT.CL      Architect3070 Terry Lake Road | Fort Collins, CO 80524 | 90.484.8433  3/3/2021 11:17:19 AM &')"$)("(! $ &*%&')"+&') &$$#%(  ROOF PLAN1/4" = 1'-0"NORTHITEM 2, ATTACHMENT 2 Packet Pg. 17 T.O. CONC. SLAB100'-0"T.O. WALL 1110'-1 1/8"T.O. PLYWD.111'-5 7/8"T.O. WALL FRAM'G. 4115'-8 3/4"T.O. WALL FRAM'G. 3114'-8 7/8"T.O. WALL FRAM'G. 6122'-11 7/8"LANDING105'-7 3/8"DECBAD.8D.2C.2B.8A.2A.8A.31A-5.22A-5.51A-5.5DOOR/WIN. HEAD 3118'-7 3/8"DOOR/WIN. HEAD 1107'-0"WINDOW HEAD 4120'-8 1/2"WINDOW HEAD 2109'-0"4A-5.4124 TYP.W-WS6ST - AREAS SHOWN ASSTIPLED ARE TO BE COLOR 1, AREASSHOWN W/O STIPLE ARE TO BECOLOR 2 - TYP.W-WS6MS - TYP.W-CMU - TYP.EXPANDED MTL. MESH OVERSTL. ANGLE FRAME BOLTED TODECK PERIMETER ANGLE - SEEFLR. PLANS FOR WIDTHSR-MR OVER STL. FRAME- SEE SECTIONS - TYP.GALV. STL. CAP FLASH'G. - TYP.WINDOW - SEE SCHED. - TYP.1X10 CEMENT FIBER FACIA - TYP.FOUND. - SEE STRUCT. DRW'GS.-TYP.ROUND GALV. STL. DOWNSPOUTBEYOND - TYP.STL. FRAME CANOPY - SEESECTIONS & PLANS - TYP.F3648F3624F3624F1824F1848F3648F1848F1824F1818A3618A3618F1818F3648F3624F3624F1824F1848F3648F1848F1824F1818A3618A3618F1818FC72FC18401F1824F3624F3648F1848F1818A3618F1824F3624F3648F1848F1818A3618F3042F3024F2424C2442FC18301F3042F3024FC18201101AFC18FC6024109AFC24FC18501FC6024515AF3024F6024F6042C3042FC72FC18105'-9 5/8"FC6024415A503T.O. CONC. SLAB100'-0"T.O. WALL 1110'-1 1/8"T.O. PLYWD.111'-5 7/8"T.O. WALL FRAM'G. 3114'-8 7/8"T.O. WALL FRAM'G. 6122'-11 7/8"DECBAD.7A.31A-5.2DOOR/WIN. HEAD 3118'-7 3/8"DOOR/WIN. HEAD 1107'-0"WINDOW HEAD 4120'-8 1/2"124 TYP.W-WS6ST - AREAS SHOWN ASSTIPLED ARE TO BE COLOR 1,AREAS SHOWN W/O STIPLE ARETO BE COLOR 2 - TYP.W-WS6MS - TYP.R-MR OVER STL. FRAME - SEESECTIONS - TYP.GALV. STL. CAP FLASH'G. - TYP.WINDOWS - SEE SCHED. - TYP.1x10 CEMENT FIBER FACIA - TYP.FOUND. - SEE STRUCT. DRW'GS. - TYP.R-MD @ CARPORT - TYP.TUBE STL. FRAME CANOPY- SEE SECTIONS & UPPER LEVELFLOOR PLANSTL. TUBE CARPORT COLUMNS& FRAMES - SEE STRUCT.DRW'GS. - TYP.F2424C3048F4248F2424F2424F2424F2424C3048F4248F3019F3018F3018C3048F4248F3019F4224F3024F3024C3048F4224C3048203FC18FC18FC48FC24108WALL MTD. LIGHT FIXTURE -SEE ELEC. DRW'GS. - TYP.107305FC18SYSTEM NOTES:FLOORS:WALLS:WALL NOTES:GENERAL NOTES:1. FIELD VERIFY ALL DIMENSIONS. NOTIFY ARCHITECT OF ANY DISCREPANCIES.2. ALL DIMENSIONS ARE TO OUTSIDE FACE OF CONC., FACE OF STUD, FACE OF MASONRY OR GRIDLINE UNLESS INDICATED W/ A CENTERLINE ( ) SYMBOL OR UNLESS NOTED OTHERWISE.3. ALL GRIDLINES ARE LOCATED @ OUTSIDE FACE OF WALL SHEATHING OR @ CENTERLINES OF ELEMENTS UNLESS NOTED OTHERWISE.4. SEE WALL SECTIONS FOR FURTHER DIMENSIONAL RELATIONSHIPS.5. INSTALL ALL PRODUCTS PER MANUF. REC'S.CEILINGS:ROOFS:INSULATION & MOISTURE RESISTANCE:1. PROVIDE R-10 RIGID INSUL. @ FOUNDATION PERIMETER.2. PROVIDE 6 MIL. VAPOR BARRIER BENEATH MAIN LEVEL FLOOR SLABS SEALED TO FOUNDATION.3. PROVIDE R-21 MIN. BLOWN-IN INSULATION @ ALL PERIMETER WALLS EXCEPT @ RATED WALLS WHICH ARE TO RECEIVE R-21 MINERAL WOOL.4. PROVIDE R-49 MIN. BLOWN-IN INSUL. @ ALL VENTED ATTIC CONDITIONS.5. PROVIDE R-25 MIN. CLOSED CELL SPRAYFOAM PLUS BLOWN-IN INSUL. FILLING REMAINING RAFTER CAVITY FOR R-49 MIN. @ ALL UNVENTED RAFTER CONDITIONS.6. PROVIDE TYVEK OR EQUAL AIR BARRIER @ ALL EXTERIOR WALLS COMPLETE W/ OPENING SEALING COMPONENTS. TAPE ALL JOINTS.7. PROVIDE DRAINAGE MATT @ ALL STUCCO CONDITIONS.8. PROVIDE CLASS III VAPOR RETARDER (LATEX PAINT) @ ALL INTERIOR PERIMETER WALL & CEILING CONDITIONS.9. ALL WINDOWS TO HAVE A U-VALUE OF .30 OR LESS.10. ALL WINDOW & DOOR TO BE WRAPPED, TAPED & SEALED W/ OPENING COMPONENTS PER WINDOW & AIR BARRIER MANUF. REQM'TS.11. PROVIDE R-20 MIN. CLOSED CELL SPRAY FOAM INSUL. @ ALL RIM JOIST CONDITIONS.12. PROVIDE SOUND INSUL. BATTS @ ALL FLOOR & DE- MISING WALL CONDITIONS.13. ALL CONCEALED SPACES W/IN HEADERS & WALL INTER- SECTION CONDITIONS TO BE INSULATED W/ RIGID INSUL. OR SPRAY FOAM.14. PROVIDE THERMO-PLY OR EQUAL AIR BARRIER @ THE OUTSIDE OF BATHTUBS, FIREPLACES OR SOFFITS PLACED @ PERIMETER WALLS OR ROOFS PRIOR TO INSTALLATION.1. ALL INTERIOR WALLS ARE TYPE W-S4INT UNLESS NOTED OTHERWISE.2. SEE ELEVATIONS & ROOM FINISH SCHEDULE FOR FURTHER FINISH MATERIAL INFORMATION. ALL INTERIOR WALLS ARE TO HAVE "SLICK" FINISH (NO TEXTURE).3. SEE STRUCT. DRW'GS. FOR FURTHER BRACING & LAT- ERAL REQMTS.4. PROVIDE MOISTURE RESISTANT GYP. BD. @ ALL BATH- ROOM WALLS & EXTERIOR GYP. BD. @ ALL EXTERIOR CONDITIONS.5. PROVIDE BACKING WITHIN WALLS AS REQ'D. FOR IN- STALLING ALL EQUIPMENT, MILLWORK & TOILET ACCES- SORIES.6. SEE SHEET A-2.1 & MECH. DRW'GS. FOR LOCATIONS WHERE DUCTS OR VENTS PENETRATE RATED MEM- BRANES REQUIRING GYP. BD. WRAP WITHIN WALL & JOIST CAVITIES.W-CMU 8"X8"X16" (NOMINAL) INTEGRALLY COLORED CONCRETE MASONRY UNITS W/ 2" SOLID "SOAP" CAPS REINFORCED PER STRUCT. DRWG'S.W-WS6ST HARDCOAT STUCCO OVER DRAINAGE MATT OVER OVER AIR BARRIER OVER 1/2" OSB SHEATHING OVER 2X6 STUDS @ 16" O.C. W/ R-20 MIN. BLOWN-IN INSUL. W/ 1/2" GYP. BD. TO INSIDE FACE OF ALL WALLS OTHER THAN LOWER LEVEL BEARING WALLS (SHADED IN FLOOR PLANS) WHICH ARE TO HAVE 5/8" TYPE 'X' GYP. BD. (1-HR. ASSEMBLY)W-WS6ST-1HR SAME ASSEMBLY AS W-WS6ST BUT SUBSTI- TUTE LP FLAMEBLOCK SHEATHING FOR OSB SHEATHINGW-WS4ST HARDCOAT STUCCO SYSTEM OVER 2 LAYERS OF FELT PAPER OVER 1/2" OSB SHEATHING OVER BOTH SIDES OF 2X4 STUDS @ 16". FRAMING TO BE ATTACHED TO STEEL POSTS EMBEDDED INTO CONC. PIERS PER STRUCT. DRW'GS. WHERE LATERALLY UNSUPPORTED.W-WS6MS METAL SIDING (GALVANIZED CORRUGATED OVER AIR BARRIER OVER 2X6 STUDS @ 16" O.C. W/ R-20 MIN. BLOWN-IN INSUL. W/ 1/2" GYP. BD. TO INSIDE FACE OF ALL WALLS OTHER THAN LOWER LEVEL BEARING WALLS (SHADED IN FLOOR PLANS) WHICH ARE TO HAVE 5/8" TYPE 'X' GYP. BD. TO INTERIOR FACE & EXT. 5/8" TYPE 'X' GYP. BD. TO EXTERIOR (1-HR. ASSEMBLY)W-WS4D 5/8" TYPE 'X' GYP. BD. TO EACH INTERIOR FACE OF DOUBLE ROW OF 2X4 STUDS @ 16" O.C. ON SEPARATE PLATES 1" APART W/ SOUND BATT INSUL. (1-HR. ASSEMBLY)W-WS4INT 1/2" GYP. BD. TO EACH EXPOSED FINISHED FACE OF 2X4 STUDS @ 16" O.C.. SUBSTITUTE 5/8" TYPE 'X' GYP. BD. @ LOWER LEVEL BEARING WALLS (SHADED IN FLOOR PLANS) (1-HR. ASSEMBLY)W-WS6INT 1/2" GYP. BD. TO EACH EXPOSED FINISHED FACE 0F 2X6 STUDS @ 16" O.C.C-GBF 2 LAYERS OF 1/2" TYPE X GYP. BD. TO UNDERSIDE OF FURRING CHANNELS & FLOOR FRAMINGC-GBS 5/8" GYP. BD. TO UNDERSIDE OF 2X4 STUDS @ 24" O.C. FRAMED BELOW ROOF OR FLOOR FRAMING TO CREATE SOFFIT (SHOWN AS STIPLED ON CEILING PLANS).C-GBR 5/8" GYP. BD. TO UNDERSIDE OF ROOF FRAMING.C-CFS CEMENT FIBER SIDING W/ CONT. GALV. STL. SOFFIT VENTS TO UNDERSIDE OF ROOF FRAM'G.C-MD EXPOSED UNDERSIDE OF METAL DECKING IN STL. FRAMEC-MR EXPOSED UNDERSIDE OF CORRUGATED GALV. STL. ROOFING.C-ST HARDCOAT STUCCO OVER AIR BARRIER OVER 1/2" OSB SHEATHING OVER FLOOR FRAMING PER STRUCT. DRW'GS.ROOF NOTES:1. PROVIDE GRACE ICE & WATER SHIELD OR EQUAL ON ALL ROOFS W/ A PITCH OF LESS THAN 3:12 & FROM OUTSIDE EDGE OF ROOF TO EXTERIOR BUILDING FACE.2. PROVIDE METAL FLASH'G. (MIN. 24 GA.) AT ALL VALLEYS & WHERE ABUTTING WALLS PER SMACNA REC'S.R-AS ASPHALT SHINGLES (30 YR.) OVER 1 LAYER OF 15# FELT W/ ICE SHIELD @ OVERHANGS & EAVES OVER 1/2" OSB SHEATHING OVER ROOF FRAM'G. PER STRUCT. DRW'GS. W/ INSUL. PER NOTES BELOWR-MD STUCTURAL MTL. DECK PER STRUCT. DRAW'GS.R-MR CORRUGATED GALV. STL. ROOFING OVER STL. ROOF FRAM'G. PER STRUCT. DRW'GS. & ARCH. SECTIONS.R-SPM SINGLE-PLY RUBBER MEMBRANE FULLY ADHERED TO RIGID INSUL. TAPERED TO SLOPE TO DRAINS OVER 1/2" OSB SHEATHING OVER ROOF FRAM'G. PER STRUCT. DRW'GS. W/ THERMAL INSUL. PER NOTES BELOWF-C4R 4" CONC. SLAB REINFORCED W/ 6X6, 10/10 W.W.F. 0VER SUBGRADE PER SOILS REPORT RECOMEND- ATIONS.F-C4U 4" UN-REINFORCED CONC. SLAB OVER SUBGRADE PER SOILS REPORT RECOMENDATIONS.F-GC 1 1/2" GYPCRETE OVER 3/4" WD. DECKING & WD. I JOISTS PER STRUCT. DRWG'S W/ 2 LAYERS OF 1/2" TYPE X GYP. BD. W/ OPTIONAL STEEL FURRING CHANNELS TO UNDERSIDE OF JOISTS & W/ SOUND BATT INSULATION (GA FILE NO. FC 5513).F-CL 4" CONC. LANDING OVER FULLY ADHERED SINGLE-PLY MEMBRANE OVER WOOD FLOOR FRAM'G. PER STRUCT. DRW'GS.F-CT 3 1/2" CONC. TERRACE SLAB SLOPED TO DRAIN OVER DRAINAGE MATT OVER FULLY ADHERED SINGLE-PLY MEMBRANE OVER PROTECTION BD. OVER TAPERED RIGID INSUL. SLOPED TO DRAIN OVER WOOD FLOOR FRAM'G. PER STRUCT. DRAW'GS. SLOPE @ 1/4" PER FT.CL      Architect3070 Terry Lake Road | Fort Collins, CO 80524 | 90.484.8433  3/3/2021 11:17:21 AM  &')"$)("(! $ &*%&')"+&') &$$#%(   1/4" = 1'-0"2FRONT ELEVATION1/4" = 1'-0"1REAR ELEVATIONITEM 2, ATTACHMENT 2 Packet Pg. 18 T.O. CONC. SLAB100'-0"T.O. WALL 1110'-1 1/8"T.O. PLYWD.111'-5 7/8"T.O. WALL FRAM'G. 5120'-10"T.O. WALL FRAM'G. 4115'-8 3/4"T.O. WALL FRAM'G. 3114'-8 7/8"T.O. WALL FRAM'G. 6122'-11 7/8"CARPORT BR'G. 1107'-0"LANDING105'-7 3/8"192837101A-5.1DOOR/WIN. HEAD 3118'-7 3/8"DOOR/WIN. HEAD 1107'-0"WINDOW HEAD 4120'-8 1/2"WINDOW HEAD 2109'-0"2A-5.13A-5.2GAS METER LOCATION - CENTERBETWEEN WINDOWS122ROUND GALV. STL. DOWNSPOUT-TYP.R-AS - TYP.W-WS6ST - AREAS SHOWN ASSTIPLED ARE TO BE COLOR 1,AREAS SHOWN W/O STIPLE ARETO BE COLOR 2 - TYP.W-WS6MS - TYP.EXPANDED MTL. MESH OVERSTL. ANGLE FRAME GUARD-RAIL - SEE STAIR SECTIONR-MR OVER STL. FRAME- SEE SECTIONS - TYP.GALV. STL. CAP FLASH'G. - TYP.FOUND. - SEE STRUCT.DRW'GS.1X10 CEMENT FIBER FACIA - TYP.STL. FRAME CANOPY - SEESECTIONS & PLANS - TYP.WALL MTD. LIGHT FIXTURE -SEE ELEC. DRW'GS. - TYP.VENT - SEE MECH. DRW'GS.F3624F3024C3042C3642C3048F3024F3024F3048F2424F3024F5424F5424F3024F5424F3024F5424F3024F5424F3024F5418A3018A3018F5418F5418A3018F3048F5448F5448F3048F5448F3048F3048F5448F5448F3048F5418A3018F5418A3018105'-9 5/8"56T.O. CONC. SLAB100'-0"T.O. WALL 1110'-1 1/8"T.O. PLYWD.111'-5 7/8"T.O. WALL FRAM'G. 4115'-8 3/4"T.O. WALL FRAM'G. 3114'-8 7/8"T.O. WALL FRAM'G. 6122'-11 7/8"CARPORT BR'G. 1107'-0"19287102.243A-5.41A-5.1DOOR/WIN. HEAD 3118'-7 3/8"DOOR/WIN. HEAD 1107'-0"WINDOW HEAD 4120'-8 1/2"WINDOW HEAD 2109'-0"WINDOW HEAD 5125'-8 1/2"2A-5.1122W-WS6ST - AREAS SHOWN ASSTIPLED ARE TO BE COLOR 1,AREAS SHOWN W/O STIPLE ARETO BE COLOR 2 - TYP.W-WS6MS - TYP.R-MR OVER STL. FRAME- SEE SECTIONS - TYP.FOUND. - SEE STRUCT. DRW'GS.- TYP.1X10 CEMENT FIBER FACIA - TYP.EXPANDED MTL. MESH OVERSTL. ANGLE FRAME GUARD-RAIL - SEE STAIR SECTIONGALV. STL. CAP FLASH'G. - TYP.WALL MTD. LIGHT FIXTURE -SEE ELEC. DRW'GS. - TYP.VENTS - SEE MECH.DRW'GS. - TYP.12"W. X 4" H. PRE-FIN. STL.OVERFLOW SCUPPER LOCATED2" ABOVE ADJACENT TERRACESURFACEC3048F2424F2424F8424101BFC6024FC6024402412AFC6024F3624F3624F3624F3624TELEPHONE & CATV PANELS TOBE LOCATED HERE - SEE ELEC.DRW'GS.F842456GALV. STL. CONDUCTOR HEAD,SCUPPER & ROUND DOWNSPOUT-TYP.           C3048C3048F3018F3018ELEC. METER LOCATION -CENTER BETWEEN WINDOWSGALV. STL. CONDUCTOR HEAD &ROUND DOWNSPOUT FROMTERRACE DRAINS - SEE MECH.DRW'GS.SYSTEM NOTES:FLOORS:WALLS:WALL NOTES:GENERAL NOTES:1. FIELD VERIFY ALL DIMENSIONS. NOTIFY ARCHITECT OF ANY DISCREPANCIES.2. ALL DIMENSIONS ARE TO OUTSIDE FACE OF CONC., FACE OF STUD, FACE OF MASONRY OR GRIDLINE UNLESS INDICATED W/ A CENTERLINE ( ) SYMBOL OR UNLESS NOTED OTHERWISE.3. ALL GRIDLINES ARE LOCATED @ OUTSIDE FACE OF WALL SHEATHING OR @ CENTERLINES OF ELEMENTS UNLESS NOTED OTHERWISE.4. SEE WALL SECTIONS FOR FURTHER DIMENSIONAL RELATIONSHIPS.5. INSTALL ALL PRODUCTS PER MANUF. REC'S.CEILINGS:ROOFS:INSULATION & MOISTURE RESISTANCE:1. PROVIDE R-10 RIGID INSUL. @ FOUNDATION PERIMETER.2. PROVIDE 6 MIL. VAPOR BARRIER BENEATH MAIN LEVEL FLOOR SLABS SEALED TO FOUNDATION.3. PROVIDE R-21 MIN. BLOWN-IN INSULATION @ ALL PERIMETER WALLS EXCEPT @ RATED WALLS WHICH ARE TO RECEIVE R-21 MINERAL WOOL.4. PROVIDE R-49 MIN. BLOWN-IN INSUL. @ ALL VENTED ATTIC CONDITIONS.5. PROVIDE R-25 MIN. CLOSED CELL SPRAYFOAM PLUS BLOWN-IN INSUL. FILLING REMAINING RAFTER CAVITY FOR R-49 MIN. @ ALL UNVENTED RAFTER CONDITIONS.6. PROVIDE TYVEK OR EQUAL AIR BARRIER @ ALL EXTERIOR WALLS COMPLETE W/ OPENING SEALING COMPONENTS. TAPE ALL JOINTS.7. PROVIDE DRAINAGE MATT @ ALL STUCCO CONDITIONS.8. PROVIDE CLASS III VAPOR RETARDER (LATEX PAINT) @ ALL INTERIOR PERIMETER WALL & CEILING CONDITIONS.9. ALL WINDOWS TO HAVE A U-VALUE OF .30 OR LESS.10. ALL WINDOW & DOOR TO BE WRAPPED, TAPED & SEALED W/ OPENING COMPONENTS PER WINDOW & AIR BARRIER MANUF. REQM'TS.11. PROVIDE R-20 MIN. CLOSED CELL SPRAY FOAM INSUL. @ ALL RIM JOIST CONDITIONS.12. PROVIDE SOUND INSUL. BATTS @ ALL FLOOR & DE- MISING WALL CONDITIONS.13. ALL CONCEALED SPACES W/IN HEADERS & WALL INTER- SECTION CONDITIONS TO BE INSULATED W/ RIGID INSUL. OR SPRAY FOAM.14. PROVIDE THERMO-PLY OR EQUAL AIR BARRIER @ THE OUTSIDE OF BATHTUBS, FIREPLACES OR SOFFITS PLACED @ PERIMETER WALLS OR ROOFS PRIOR TO INSTALLATION.1. ALL INTERIOR WALLS ARE TYPE W-S4INT UNLESS NOTED OTHERWISE.2. SEE ELEVATIONS & ROOM FINISH SCHEDULE FOR FURTHER FINISH MATERIAL INFORMATION. ALL INTERIOR WALLS ARE TO HAVE "SLICK" FINISH (NO TEXTURE).3. SEE STRUCT. DRW'GS. FOR FURTHER BRACING & LAT- ERAL REQMTS.4. PROVIDE MOISTURE RESISTANT GYP. BD. @ ALL BATH- ROOM WALLS & EXTERIOR GYP. BD. @ ALL EXTERIOR CONDITIONS.5. PROVIDE BACKING WITHIN WALLS AS REQ'D. FOR IN- STALLING ALL EQUIPMENT, MILLWORK & TOILET ACCES- SORIES.6. SEE SHEET A-2.1 & MECH. DRW'GS. FOR LOCATIONS WHERE DUCTS OR VENTS PENETRATE RATED MEM- BRANES REQUIRING GYP. BD. WRAP WITHIN WALL & JOIST CAVITIES.W-CMU 8"X8"X16" (NOMINAL) INTEGRALLY COLORED CONCRETE MASONRY UNITS W/ 2" SOLID "SOAP" CAPS REINFORCED PER STRUCT. DRWG'S.W-WS6ST HARDCOAT STUCCO OVER DRAINAGE MATT OVER OVER AIR BARRIER OVER 1/2" OSB SHEATHING OVER 2X6 STUDS @ 16" O.C. W/ R-20 MIN. BLOWN-IN INSUL. W/ 1/2" GYP. BD. TO INSIDE FACE OF ALL WALLS OTHER THAN LOWER LEVEL BEARING WALLS (SHADED IN FLOOR PLANS) WHICH ARE TO HAVE 5/8" TYPE 'X' GYP. BD. (1-HR. ASSEMBLY)W-WS6ST-1HR SAME ASSEMBLY AS W-WS6ST BUT SUBSTI- TUTE LP FLAMEBLOCK SHEATHING FOR OSB SHEATHINGW-WS4ST HARDCOAT STUCCO SYSTEM OVER 2 LAYERS OF FELT PAPER OVER 1/2" OSB SHEATHING OVER BOTH SIDES OF 2X4 STUDS @ 16". FRAMING TO BE ATTACHED TO STEEL POSTS EMBEDDED INTO CONC. PIERS PER STRUCT. DRW'GS. WHERE LATERALLY UNSUPPORTED.W-WS6MS METAL SIDING (GALVANIZED CORRUGATED OVER AIR BARRIER OVER 2X6 STUDS @ 16" O.C. W/ R-20 MIN. BLOWN-IN INSUL. W/ 1/2" GYP. BD. TO INSIDE FACE OF ALL WALLS OTHER THAN LOWER LEVEL BEARING WALLS (SHADED IN FLOOR PLANS) WHICH ARE TO HAVE 5/8" TYPE 'X' GYP. BD. TO INTERIOR FACE & EXT. 5/8" TYPE 'X' GYP. BD. TO EXTERIOR (1-HR. ASSEMBLY)W-WS4D 5/8" TYPE 'X' GYP. BD. TO EACH INTERIOR FACE OF DOUBLE ROW OF 2X4 STUDS @ 16" O.C. ON SEPARATE PLATES 1" APART W/ SOUND BATT INSUL. (1-HR. ASSEMBLY)W-WS4INT 1/2" GYP. BD. TO EACH EXPOSED FINISHED FACE OF 2X4 STUDS @ 16" O.C.. SUBSTITUTE 5/8" TYPE 'X' GYP. BD. @ LOWER LEVEL BEARING WALLS (SHADED IN FLOOR PLANS) (1-HR. ASSEMBLY)W-WS6INT 1/2" GYP. BD. TO EACH EXPOSED FINISHED FACE 0F 2X6 STUDS @ 16" O.C.C-GBF 2 LAYERS OF 1/2" TYPE X GYP. BD. TO UNDERSIDE OF FURRING CHANNELS & FLOOR FRAMINGC-GBS 5/8" GYP. BD. TO UNDERSIDE OF 2X4 STUDS @ 24" O.C. FRAMED BELOW ROOF OR FLOOR FRAMING TO CREATE SOFFIT (SHOWN AS STIPLED ON CEILING PLANS).C-GBR 5/8" GYP. BD. TO UNDERSIDE OF ROOF FRAMING.C-CFS CEMENT FIBER SIDING W/ CONT. GALV. STL. SOFFIT VENTS TO UNDERSIDE OF ROOF FRAM'G.C-MD EXPOSED UNDERSIDE OF METAL DECKING IN STL. FRAMEC-MR EXPOSED UNDERSIDE OF CORRUGATED GALV. STL. ROOFING.C-ST HARDCOAT STUCCO OVER AIR BARRIER OVER 1/2" OSB SHEATHING OVER FLOOR FRAMING PER STRUCT. DRW'GS.ROOF NOTES:1. PROVIDE GRACE ICE & WATER SHIELD OR EQUAL ON ALL ROOFS W/ A PITCH OF LESS THAN 3:12 & FROM OUTSIDE EDGE OF ROOF TO EXTERIOR BUILDING FACE.2. PROVIDE METAL FLASH'G. (MIN. 24 GA.) AT ALL VALLEYS & WHERE ABUTTING WALLS PER SMACNA REC'S.R-AS ASPHALT SHINGLES (30 YR.) OVER 1 LAYER OF 15# FELT W/ ICE SHIELD @ OVERHANGS & EAVES OVER 1/2" OSB SHEATHING OVER ROOF FRAM'G. PER STRUCT. DRW'GS. W/ INSUL. PER NOTES BELOWR-MD STUCTURAL MTL. DECK PER STRUCT. DRAW'GS.R-MR CORRUGATED GALV. STL. ROOFING OVER STL. ROOF FRAM'G. PER STRUCT. DRW'GS. & ARCH. SECTIONS.R-SPM SINGLE-PLY RUBBER MEMBRANE FULLY ADHERED TO RIGID INSUL. TAPERED TO SLOPE TO DRAINS OVER 1/2" OSB SHEATHING OVER ROOF FRAM'G. PER STRUCT. DRW'GS. W/ THERMAL INSUL. PER NOTES BELOWF-C4R 4" CONC. SLAB REINFORCED W/ 6X6, 10/10 W.W.F. 0VER SUBGRADE PER SOILS REPORT RECOMEND- ATIONS.F-C4U 4" UN-REINFORCED CONC. SLAB OVER SUBGRADE PER SOILS REPORT RECOMENDATIONS.F-GC 1 1/2" GYPCRETE OVER 3/4" WD. DECKING & WD. I JOISTS PER STRUCT. DRWG'S W/ 2 LAYERS OF 1/2" TYPE X GYP. BD. W/ OPTIONAL STEEL FURRING CHANNELS TO UNDERSIDE OF JOISTS & W/ SOUND BATT INSULATION (GA FILE NO. FC 5513).F-CL 4" CONC. LANDING OVER FULLY ADHERED SINGLE-PLY MEMBRANE OVER WOOD FLOOR FRAM'G. PER STRUCT. DRW'GS.F-CT 3 1/2" CONC. TERRACE SLAB SLOPED TO DRAIN OVER DRAINAGE MATT OVER FULLY ADHERED SINGLE-PLY MEMBRANE OVER PROTECTION BD. OVER TAPERED RIGID INSUL. SLOPED TO DRAIN OVER WOOD FLOOR FRAM'G. PER STRUCT. DRAW'GS. SLOPE @ 1/4" PER FT.CL      Architect3070 Terry Lake Road | Fort Collins, CO 80524 | 90.484.8433  3/3/2021 11:17:22 AM  &')"$)("(! $ &*%&')"+&') &$$#%(   1/4" = 1'-0"2RIGHT SIDE ELEVATION1/4" = 1'-0"1LEFT SIDE ELEVATIONWindow ScheduleTypeMarkCount Operation Material Width Height CommentsA3018 5 Awning Vinyl 2' - 6" 1' - 6"A3618 6 Awning Vinyl 3' - 0" 1' - 6"C2442 1 Casement Vinyl 2' - 0" 3' - 6"C3042 2 Casement Vinyl 2' - 6" 3' - 6"C3048 9 Casement Vinyl 2' - 6" 4' - 0"C3642 1 Fixed Vinyl 3' - 0" 3' - 6"F1818 6 Fixed Vinyl 1' - 6" 1' - 6"F1824 6 Fixed Vinyl 1' - 6" 2' - 0"F1848 6 Fixed Vinyl 1' - 6" 4' - 0"F2424 9 Fixed Vinyl 2' - 0" 2' - 0"F3018 4 Fixed Vinyl 2' - 6" 1' - 6"F3019 2 Fixed Vinyl 3' - 6" 1' - 6"F3020 1 Fixed Vinyl 3' - 0" 1' - 6"F3024 13 Fixed Vinyl 2' - 6" 2' - 0"F3042 2 Fixed Vinyl 2' - 6" 3' - 6"F3048 6 Fixed Vinyl 2' - 6" 4' - 0"F3624 16 Fixed Vinyl 3' - 0" 2' - 0"F3648 7 Fixed Vinyl 3' - 0" 4' - 0"F4224 2 Fixed Vinyl 3' - 6" 2' - 0"F4248 3 Fixed Vinyl 3' - 6" 4' - 0"F5418 5 Fixed Vinyl 4' - 6" 1' - 6"F5424 5 Fixed Vinyl 4' - 6" 2' - 0"F5448 5 Fixed Vinyl 4' - 6" 4' - 0"F6024 1 Fixed Vinyl 5' - 0" 2' - 0"F6042 1 Fixed Vinyl 5' - 0" 3' - 6"F7218 1 Fixed Vinyl 6' - 0" 1' - 6"F7224 1 Fixed Vinyl 6' - 0" 2' - 0"F7248 1 Fixed Vinyl 6' - 0" 4' - 0"F8424 2 Fixed Vinyl 7' - 0" 2' - 0"FC18 8 Fixed Vinyl 3' - 2" 1' - 6" Custom width tomatch door belowFC24 2 Fixed Vinyl 3' - 2" 2' - 0" Custom width tomatch door belowFC48 1 Fixed Vinyl 3' - 2" 4' - 0" Custom width tomatch door belowFC72 2 Fixed Vinyl 3' - 2" 6' - 0" Custom width tomatch door belowFC6024 6 Fixed Vinyl 5' - 0" 2' - 0" ITEM 2, ATTACHMENT 2 Packet Pg. 19 VICINITY MAPNORTACTARUS, LLC2614 S. TIMBERLINE ROAD, SUITE 105FORT COLLINS, CO 80525CONTACT: CHRISTOPHE ATTARDwelcometorealty@gmail.comGREG D. FISHER, ARCHITECT3070 TERRY LAKE ROADFORT COLLINS, CO 80524(970) 484-8433CONTACT: GREG FISHERgreg@gregdfisherarchitect.comJR ENGINEERING2900 SOUTH COLLEGE AVE., STE. 3DFORT COLLINS, CO 80525(970) 817-1010CONTACT: TIM HALOPOFFthalopoff@jrengineering.comA-1.1A-1.2A-2.1A-2.2A-3.1A-4.1A-4.2A-5.1A-5.2A-5.3A-5.4A-5.5A-6.1MAIN LEVEL FLOOR PLANUPPER LEVEL FLOOR PLANMAIN LEVEL CEILING PLANUPPER LEVEL CEILING PLANROOF PLANBUILDING ELEVATIONSBUILDING ELEVATIONSBUILDING SECTIONSBUILDING SECTIONSWALL SECTIONSSECTIONSSTAIR / WALL SECTIONSSCHEDULES / PLAN OPTIONSPROJECT TEAMDRAWING INDEXCODE ANALYSIS / LEGALOWNER / DEVELOPER:ARCHITECT / PLANNER:CIVIL ENGINEER:TD STRUCTURAL ENGINEERING2902 OXFORD COURTFORT COLLINS, CO 80525(970) 372-1140CONTACT: WENDY DWORAKwendy@tdstructural.comAPS, INC.7726 PARK RIDGE CIRCLEFORT COLLINS, CO 80528(970) 206-0269CONTACT: RANDY BREMMERrandyb@apsinc.bizINTEGRATED MECHANICAL, LLC2601 SOUTH LEMAY, #7-421FORT COLLINS, CO 80525(970) 556-0570CONTACT: JOSH MILLERjosh-m@int-mech.comSTRUCTURAL ENGINEER:MECHANICAL ENGINEER:ELECTRICAL ENGINEER:ARCHITECTURALSTRUCTURALM0.1M2.1M2.2M2.3M3.1M4.1NOTES, LEGEND & DETAILSMAIN LEVEL HVAC PLANUPPER LEVEL HVAC PLANROOF HVAC PLANDUCTWORK ISOMETRIC PLANSHVAC SCHEDULESHVACE0E0.1E1.1E1.2E3.1E4.1E4.2LEGEND, SPECIFICATIONS & INDEXELECTRICAL SITE PLANMAIN LEVEL ELECTRICAL PLANUPPER LEVEL ELECTRICAL PLANONE-LINE DIAGRAMS & SCHEDULESCATV / INT. / TELE. CONNECTION DETAILSCATV / INT. / TELE. DISTRIBUTION DETAILSELECTRICALAPPLICABLE BUILDING CODES: 2018 I-CODESOCCUPANCY CLASSIFICATION: R-1 & R-2: SRT'S / CONDOMINIUMSTYPE OF CONSTRUCTION:RESIDENTIAL BUILDING: VB (SPRINKLED - NFPA 13)CARPORT: VB (UN-SPRINKLED)**LOCATION FROM PROPERTY LINES: NORTH: VARIES - 5' MIN.*SOUTH: VARIES - 5' MIN.EAST: VARIES - 9' MIN.WEST: VARIES - 9' MIN.ALLOWABLE FLOOR AREA: 7,000 S.F.ACTUAL FLOOR AREA: 5,900 S.F.ALLOWABLE BUILDING HEIGHT: 40'ACTUAL BUILDING HEIGHT: 32' MAX.ALLOWABLE STORIES: 2 STORIESACTUAL STORIES: 2 STORIESFIRE RESISTIVE CONSTRUCTION: WALLS & FLOORS SEPARATING DWELLING UNITS IN THE SAME BUILDINGSHALL NOT BE OF LESS THAN ONE-HOUR FIRE-RESISTIVE CONSTRUCTION PER SECTION 420.2 & 420.3 & 708.3.WALLS SUPPORTING SUCH FLOORS SHALL ARE NOT REQUIRED IN BUILDINGS OF TYPE VB CONSTRUCTION.* NORTH EXTERIOR WALLS OF BLDG'S. E & F ARE TO BE 1-HOUR RATED DUE TO PROXIMITY TO PROPERTYLINES** CARPORT IS AN INDEPENDANT STRUCTURE SEPERATED FROM THE RESIDENTIAL BUILDING BY 1" MIN.ACCESSIBILITY REQUIREMENTS:NUMBER OF UNITS WITHIN THE PROJECT: 20 UNITSACCESSIBILITY POINTS REQUIRED: 12 POINTSACCESSIBILITY POINTS PROVIDED: 50 POINTS (11 TYPE B GROUND FLOOR UNITS + 1 FULLYACCESSIBLE UNIT)PERMIT SUBMITTAL: 3/2/2021P0.1P2.1P2.2P2.3P4.1P4.2P4.3P5.1P5.2NOTES, LEGEND & DETAILSBLDG. C,D,G & H MAIN LEVEL PLUMBING PLANUPPER LEVEL PLUMBING PLANBLDG. A,B,E & F MAIN LEVEL PLUMBING PLANISOMETRIC PLAN 'A'ISOMETRIC PLAN 'B'ISOMETRIC PLAN 'C'MAIN LEVEL WASTE & VENT PLANUPPER LEVEL WASTE & VENT PLANPLUMBINGR DESIGN1200 BANNOCKDENVER, CO 80204(303) 600-8795CONTACT: RANSOM BEEGLESransomb@rdesignstudios.comLANDSCAPE ARCHITECT:SITEPascalOsiander St.Cajetan St.Blondel St.JeromeVine Dr.North College Ave.Lemay Ave.ConiferSP-1.1SP-1.2SITE PLANSITE DETAILSSITE PLANC-1C-2C-3C-4C-5C-6UTILITY PLAN COVER SHEETGENERAL & CONSTRUCTION NOTESEXISTING CONDITIONS PLANHORIZONTAL CONTROL PLANFINAL GRADING & EROSION CONTROL PLANOVERALL UTILITY PLANCIVILP-1P-2PLAT COVER SHEETPLATPLATL-1L-2LANDSCAPE PLANLANDSCAPE DETAILS & NOTESLANDSCAPE ARCHITECTURALNORTH FLATS SUBDIVISION BEING A REPLAT OF LOTS M-10 THROUGH M-17 OF BLOCK 2, LOTS M-9 THROUGHM-16 OF BLOCK 4, LOTS M-42 THROUGH M-49 OF BLOCK 7, LOTS M-22 THROUGH M-20 OF BLOCK 8 ALL OF THEFINAL PLAT OF OLD TOWN NORTH, CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO.LEGAL DESCRIPTION:S1.1S2.1S2.2S3.1S3.2S4.1FOUNDATION PLANSECOND FLOOR FRAMING PLANUPPER ROOF FRAMING PLANFOUNDATION DETAILSFRAMING DETAILSSHEAR WALL PLANSPHASE 4Architect3/3/2021 11:36:04 AMITEM 2, ATTACHMENT 3 Packet Pg. 20 49634 9 6 3 49634 9 6 3 496249614 9 6 1 4961 S W O W W S W OS S STOP VB W STOP STOP S W O W W S WO S W O W S WO W S W STOP W S W OP S W O W STOP W S W O W W W W W W W E E E E E E E BUILDING GBUILDING EBUILDING CBUILDING ABUILDING DBUILDING BBUILDING HBUILDING FB l o n d e l S t r e e tC a j e t a n S t r e e t O s i a n d e r S t r e e t P a s c a l S t r e e t T.E.TRASH ENCLOSURE - TYP. OF4 LOCATIONSPATIO - TYP.COURTYARD -TYP.STEPS TO UPPER UNIT - TYP.UTILITY EASEMENT - TYP.UTILITY EASEMENT - TYP.DRAINAGE & UTILITY EASEMENT - TYP.7676B.CARPORT ROOF ABOVE - TYP.H.B.C.C. C. C.B.T.E.B.CARPORT COLUMNS - TYP.NEW PARKING STALL STRIPINGW/IN EXIST. STRET - TYP.BENCHES W/IN CRUSHEDGRANITE BED - SEE LAND-SCAPE DRW'GS. - TYP.EXIST. ELEC. VAULT - TYP. OF 2EXIST. STREETS, CURB, GUTTER &DETACHED SIDEWALKS - TYP.EXIST. ALLEYS - TYP.PORTION OF DRAINAGE EASEMENVACATED FOR CARPORT COLUMNS- TYP. OF 6 LOCATIONS - SEE PLATH. C.C. C. C.H. C.C. C. C.H. C.C. C. C.H. C.C. C. C.H. C.C. C. C.H. C.C. C. C.H. C.C. C. C.9.0'77.0'5.0' 5.0'77.0'9.0'76.0'9.0'13.5'7.0'18.0'9.0'27.0'16.5'16.5'18.0'9.0'27.0'4.0'16.0'7.0' 10.5'30.0'10.5'9.0'72.0'4.0' 27.0' 9.0' 18.0' 16.5' 16.5'27.0' 9.0' 18.0'20.5'9.0'77.0'5.0' 5.0'77.0'9.0'3 @ 9.0' = 27.0'2 @ 9.0'3 @ 9.0' = 27.0'2 @ 9.0'2 @ 9.0'3 @ 9.0' = 27.0'2 @ 9.0'3 @ 9.0' = 27.0'12.5'138.0'12.5'6 @ 23.0' = 138.0'EQUALEQUAL1.0'161.0'1.0'7 @ 23.0' = 161.0'EQUALEQUAL10.5'77.0'5.0'5.0'77.0'10.5'4.0'18.0'9.0'27.0'33.0'18.0'9.0'27.0'7.0'15.0'19.0'19.0'87.5'5.0'5.0'77.0'10.5'4.0'18.0'9.0'27.0'16.5'16.5'18.0'9.0'27.0'7.0'15.0'2 @ 9.0'3 @ 9.0' = 27.0'2 @ 9.0'3 @ 9.0' = 27.0'2 @ 9.0'3 @ 9.0' = 27.0'2 @ 9.0'3 @ 9.0' = 27.0'14.0'138.0'14.0'6 @ 23.0' = 138.0'EQUALEQUAL2.5'161.0'2.5'7 @ 23.0' = 161.0'EQUALEQUAL19.0'19.0'55555555T.E.ADJACENT PARKING & LANDSCAPEIMPROVEMENTS BY OTHERS - TYP.T.E.0.50' 16.00'12.67' 5.33'12.67' 5.33'16.00'0.50'3.0'7.7' 7.7'2222BLOCK 3BLOCK 1BLOCK 4BLOCK 2EXIST. WATER METER TO BERELOCATED - SEE CIVIL DRWG'S. G G G G GGGG G GGG GGGG G G G G G G G G G G G GGG GGGGGGGGGGGGGGGGGGG E E E E E EEEEEEEEEEEEEE E E E EEE E E E EEET T T T T T T TCTVTCTVS S SSSSSSSSSSSSSSSSSSS W W WWWWW WWWWWWWWWWWWWWWW W W WW W WWW W W WWS SSSCONC. WHEEL STOPS - TYP.TRACT T-N OLD TOWN NORTH SUB.TRACT T-O OLD TOWN NORTH SUB.TRACT T-AA OLD TOWN NORTH SUB.TRACT T-VV OLD TOWN NORTH SUB.TRACT T-UU OLD TOWN NORTH SUB.ELEC. METER GROUPINGS &SERVICE BETWEEN BLD'GS. - TYP.EXIST. LIGHT POLE- TYP. OF 3 LOCATIONSCONC. TRICKLE CHANNEL - SEECIVIL DRW'GS. - TYP.GAS METER GROUPINGS & SERVICE@ OUTSIDE BLD'G. ENDS - TYP. E E E E E E E ENEW ELEC. VAULT - TYP. OF 2RAISED PATIORAISED PATIORAISED PATIORAISED PATIORAISED PATIORAISED PATIORAISED PATIORAISED PATIOFREE STANDING STL. TRELLIS ELEMENTBETWEEN BLD'GS. - TYP.SEE LANDSCAPE DRW'GS.FOR HARDSCAPE PATTERNS& MATERIALS - TYP.LOOP STYLE BICYCLERACK - TYP. OF 4RAISED PATIO SLAB TOBE POLISHED TOMATCH INTERIORSLABS - TYP.PHASE 1-COMPLETEDPHASE 1-COMPLETEDSLOPED SWITCHBACK WALK@ 1:20 - TYP. @ UNIT TYPE 1PHASE 2-COMPLETEDPROVIDE DRAINAGE SWALEIN CONC. @ ROOF TERRACEDRAIN LOCATION - TYP.PHASE 3-COMPLETED      Architect3070 Terry Lake Rd. | Fort Collins, CO 80524 | 90.484.8433  3/3/2021 11:36:05 AM&')"$)("(! $ &*%&')"+&') &$$#%(  S I T E P L A NNORTH1" = 20'1. REFER TO UTILITY PLANS PREPARED BY JR ENGINEERING FOR ALL UTILITY, DRAINAGE, GRADING & EROSION CONTROL DESIGN REQUIREMENTS.2. REFER TO LANDSCAPE PLANS PREPARED BY R DESIGN FOR ALL LANDSCAPE REQUIREMENTS.3. REFER TO SUBDIVSION PLAT PREPARED BY KING SURVEYORS FOR ALL PROPERTY LINE & EASEMENT DESCRIPTIONS.4. COORDINATE ALL ELECTRICAL REQUIREMENTS WITH FORT COLLINS LIGHT & POWER.5. COORDINATE ALL GAS REQUIREMENTS WITH XCEL ENERGY.6. COORDINATE ALL PHONE & CABLE TV REQUIREMENTS WITH APPROPRIATE AGENCIES.GENERAL SITE903 Blondel built by Everitt Construction in 2019/2020.909 Blondel: Currently requesting to build with a 1-time variance to my license. ITEM 2, ATTACHMENT 3 Packet Pg. 21 From:Russell Hovland To:Aubrie Brennan; Grant Everitt Cc:Kiana Carter; Marcus Coldiron; Sharlene Manno Subject:RE: 909 Blondel - SW Erosions Date:Monday, November 8, 2021 5:12:58 PM Grant wants to build both the 5-plex and the carport for 909 Blondel. Grant please follow Aubries directions below. Russ Hovland Interim Chief Building Official City of Fort Collins 970-416-2341 rhovland@fcgov.com From: Aubrie Brennan <abrennan@fcgov.com> Sent: Monday, November 8, 2021 3:22 PM To: Grant Everitt <grant@everittconstructionco.com>; Russell Hovland <RHovland@fcgov.com> Cc: Kiana Carter <kcarter@fcgov.com>; Marcus Coldiron <mcoldiron@fcgov.com>; Sharlene Manno <smanno@fcgov.com> Subject: RE: 909 Blondel - SW Erosions Hi Grant, The next two scheduled Building Review Commission meetings are December 16th and January 27th, both at 9 am. Depending on the current situation, the meeting may be in person at Council Chambers, 300 LaPorte or online via Zoom. I’m attaching the form you would need to submit for your appeal, as well as make payment of $50, a month in advance of the hearing. Under reason for the appeal, check other and fill in your reason. Please let me know if you have any other questions. Best, Aubrie From: Grant Everitt <grant@everittconstructionco.com> Sent: Monday, November 8, 2021 2:54 PM To: Russell Hovland <RHovland@fcgov.com> Cc: Aubrie Brennan <abrennan@fcgov.com>; Kiana Carter <kcarter@fcgov.com>; Marcus Coldiron <mcoldiron@fcgov.com>; Sharlene Manno <smanno@fcgov.com> Subject: [EXTERNAL] Re: 909 Blondel - SW Erosions Good afternoon Aubrie. ITEM 2, ATTACHMENT 4 Packet Pg. 22 Can you send me info on how to get on the next building review board meeting please. Thanks Grant Sent from my iPhone On Nov 5, 2021, at 11:38 AM, Russell Hovland <RHovland@fcgov.com> wrote:  Aubrie what is the deadline for applying to the Nov BRB? Russ Hovland Interim Chief Building Official City of Fort Collins 970-416-2341 rhovland@fcgov.com From: Grant Everitt <grant@everittconstructionco.com> Sent: Thursday, November 4, 2021 5:08 PM To: Russell Hovland <RHovland@fcgov.com> Cc: Kiana Carter <kcarter@fcgov.com>; Marcus Coldiron <mcoldiron@fcgov.com>; Sharlene Manno <smanno@fcgov.com> Subject: [EXTERNAL] Re: 909 Blondel - SW Erosions Russ Should i use the same mentorship form? See attached. When is the next board meeting? How do i sign up for that meeting? Thanks Grant Everitt EverittConstructionCo.com 970-310-4988 2809 E. Harmony RD #310 Fort Collins, Co 80528 On Nov 4, 2021, at 3:20 PM, Russell Hovland <RHovland@fcgov.com> wrote: Grant, After consulting the City Attorney we have the following answer: Your ITEM 2, ATTACHMENT 4 Packet Pg. 23 current license does not allow you to construct this level of building/occupancy. You can request to use the mentorship agreement again thru the Building Review Commission like you did the previous time. Russ Hovland Interim Chief Building Official City of Fort Collins 970-416-2341 rhovland@fcgov.com From: Grant Everitt <grant@everittconstructionco.com> Sent: Friday, October 29, 2021 11:32 AM To: Russell Hovland <RHovland@fcgov.com> Cc: Kiana Carter <kcarter@fcgov.com>; Marcus Coldiron <mcoldiron@fcgov.com>; Sharlene Manno <smanno@fcgov.com> Subject: [EXTERNAL] Re: 909 Blondel - SW Erosions I did not hear back from anyone regarding this. I don’t have anything signed I just thought someone signed off on it in the system. Can you approve a one time variance for this project? Thanks Grant Sent from my iPhone On Oct 29, 2021, at 11:25 AM, Russell Hovland <RHovland@fcgov.com> wrote:  Grant, Do you have a signed/dated copy of this from me or Rich approving this? Don’t remember seeing this. The 903 approval was from the Building Review Board. Russ Hovland Interim Chief Building Official City of Fort Collins 970-416-2341 rhovland@fcgov.com From: Grant Everitt <grant@everittconstructionco.com> Sent: Friday, October 29, 2021 10:25 AM ITEM 2, ATTACHMENT 4 Packet Pg. 24 To: Russell Hovland <RHovland@fcgov.com> Cc: Kiana Carter <kcarter@fcgov.com> Subject: [EXTERNAL] Re: 909 Blondel - SW Erosions Russ Attached is my variance request letter. I built the 5-plex next door for the same owner last year. This one is pretty much the same thing. Thanks Grant Sent from my iPhone On Oct 29, 2021, at 9:43 AM, Russell Hovland <RHovland@fcgov.com> wrote:  Grant I do not recall seeing this. Shar do you have some background on this? Is 909 Blondel a R-2 multi-family building? Russ Hovland Interim Chief Building Official City of Fort Collins 970-416-2341 rhovland@fcgov.com From: Grant Everitt <grant@everittconstructionco.com> Sent: Friday, October 29, 2021 8:37 AM To: Kiana Carter <kcarter@fcgov.com> Cc: Russell Hovland <RHovland@fcgov.com> Subject: [EXTERNAL] Re: 909 Blondel - SW Erosions Kiana ITEM 2, ATTACHMENT 4 Packet Pg. 25 Here is the email i sent to the licensing department back in April. A few weeks ago i came into check on the permit status and i asked if my license was ok to pull the permit. You said it's all signed off. I did not receive any confirmation letter so i assumed it was all good to go. We are trying to get the permit pulled before the end of the year so we don’t have to resubmit new plans for any updated codes. Do you think this is still possible? Grant Everitt EverittConstructionCo.com 970-310-4988 2809 E. Harmony RD #310 Fort Collins, Co 80528 <image001.png> On Oct 29, 2021, at 8:27 AM, Kiana Carter <kcarter@fcgov.com> wrote: I don’t see anything can you send me an email of approval if you have one? I will also need you sub contractors. Best Regards, Kiana Carter Lead Building & Development Review Technician Planning & Development Services 281 N. College Ave. Fort Collins, CO 80524 970.416.2886 |kcarter@fcgov.com Tell us about our service, we want to know! ITEM 2, ATTACHMENT 4 Packet Pg. 26 “The City of Fort Collins is an organization that supports equity for all, leading with race. We acknowledge the role of local government in helping create systems of oppression and racism and are committed to dismantling those same systems in pursuit of racial justice. Learn more.” <image001.png> From: Grant Everitt <grant@everittconstructionco.co m> Sent: Friday, October 29, 2021 8:26 AM To: Kiana Carter <kcarter@fcgov.com> Cc: Russell Hovland <RHovland@fcgov.com> Subject: [EXTERNAL] Re: 909 Blondel - SW Erosions I sent it off a few months ago and thought it was signed off. I thought that’s what it said in the system. Do i need to do something? Thanks Grant Everitt EverittConstructionCo.com 970-310-4988 2809 E. Harmony RD #310 Fort Collins, Co 80528 On Oct 29, 2021, at 8:23 AM, Kiana Carter ITEM 2, ATTACHMENT 4 Packet Pg. 27 <kcarter@fcgov.com > wrote: Hey Grant, Did you happen to get a variance from Russ to use your D license on 909 Blondel? Best Regards, Kiana Carter Lead Building & Development Review Technician Planning & Development Services 281 N. College Ave. Fort Collins, CO 80524 970.416.2886 |kcarter@fcgov.com Tell us about our service, we want to know! “The City of Fort Collins is an organization that supports equity for all, leading with race. We acknowledge the role of local government in helping create systems of oppression and racism and are committed to dismantling those same systems in pursuit of racial justice. Learn more.” <image001.png> ITEM 2, ATTACHMENT 4 Packet Pg. 28 From: Grant Everitt <grant@everittconst ructionco.com> Sent: Monday, October 18, 2021 8:41 AM To: Kiana Carter <kcarter@fcgov.com > Subject: [EXTERNAL] Re: 909 Blondel - SW Erosions I am working on that this week. Thanks Kiana Sent from my iPhone On Oct 18, 2021, at 7:35 AM, Kiana Carter <kcarte r@fcgo v.com> wrote:  Hi Grant, ITEM 2, ATTACHMENT 4 Packet Pg. 29 It looks like this is the last remain ing hold. Has this been taken care of? Erosio n Contro l Escro w in the amoun t of $3,000 dollars will need to be collect ed before an Initial erosio n control inspect ion can be reques ted - Contac t erosi on@fc gov.co m to sched ITEM 2, ATTACHMENT 4 Packet Pg. 30 ule an erosio n control inspect ion Best Regards, Kiana Carter Lead Building & Develop ment Review Technicia n Planning & Develop ment Services 281 N. College Ave. Fort Collins, CO 80524 970.416. 2886 |kcarter @fcgov.c om Tell us about our service, we want to know! “The City of Fort Collins is an organiz ation that ITEM 2, ATTACHMENT 4 Packet Pg. 31 support s equity for all, leading with race. We acknow ledge the role of local govern ment in helping create system s of oppress ion and racism and are commit ted to disman tling those same system s in pursuit of racial justice. Learn more.” <image 001.pn g> ITEM 2, ATTACHMENT 4 Packet Pg. 32 Agenda Item 3 Item 3, Page 1 AGENDA ITEM SUMMARY December 16, 2021 Building Review Commission STAFF Russ Hovland, Interim Chief Building Official SUBJECT CONSIDERATION AND APPROVAL OF THE BUILDING REVIEW COMMISSION’S 2022 ANNUAL WORK PLAN EXECUTIVE SUMMARY The purpose of this item is to approve the 2022 Annual Work Plan of the Building Review Commission. ATTACHMENTS 1. BRC 2022 Annual Work Plan – DRAFT 2. BRC 2021 Annual Work Plan Packet Pg. 33 DRAFTCommunity Development & Neighborhood Services Planning 281 North College Avenue P.O. Box 580 Fort Collins, CO 80522.0580 970.221.6376 970.224.6111- fax 2022 Annual Work Plan Building Review Commission The Building Review Commission will continue to meet on the last Thursday of each month when there are public discussion or hearing items placed on the regular monthly agenda. The Commission may also meet as needed in order to convene special hearings. Staff anticipates that the Building Review Commission will hear several appeals by contractor license applicants who do not strictly meet the qualification criteria specified in the City Code. Under its quasi-judicial review authority, the Commission is empowered to grant variances from such criteria when it determines there are practical difficulties or that an undue hardship would be imposed on the applicant; or, when the Commission determines the applicant has sufficient specialized training, education, or additional relevant experience. The Commission is also empowered to render disciplinary action, including suspension or revocation of regulated contractor licenses, under which any specified infractions listed in the regulations are committed. Additionally, in its code appellate function, the Commission may hear appeals from strict application of the building codes or from an interpretation of the codes by the Building Official. The Commission will continue to hear cases involving challenges to the Building Official’s interpretation of the adopted building codes, as well as the adopted International Property Maintenance Code (IPMC). In its advisory capacity, the Commission is expected to participate as a member of the Code Adoption Review Committee, in the review of the international series of codes. The Commission will be asked to make recommendations to Council regarding any suggested revisions based on local conditions and community priorities. 2022 Agenda: 1. Fill vacant seats for this commission. 2. The new 2021 international codes have been reviewed and will be presented to Council for adoption in early 2022. 3. Update contractor licensing ordinance to allow the Building Official more authority to approve permits and temp licenses. _____________________________________ ___________________________ Alan Cram, Building Review Board Chair Date of Approval ITEM 3, ATTACHMENT 1 Packet Pg. 34 ITEM 3, ATTACHMENT 2 Packet Pg. 35 Agenda Item 4 Item 4, Page 1 AGENDA ITEM SUMMARY December 16, 2021 Building Review Commission STAFF Russ Hovland, Interim Chief Building Official SUBJECT PRESENTATION OF THE BUILDING REVIEW COMMISSION’S 2021 ANNUAL REPORT EXECUTIVE SUMMARY The purpose of this item is to review the 2021 Annual Report of the Building Review Commission. ATTACHMENTS 1. None Packet Pg. 36