Meeting location: Edina City Hall Council Chambers 4801 W. 50th St. Edina, MN City Council Meeting Agenda Wednesday, October 22, 2025 7:00 PM Participate in the meeting: Watch the meeting on cable TV or YouTube.com/EdinaTV. Provide feedback during Community Comment by calling 312-535- 8110. Enter access code 2867 096 0721. Password is 5454. Press *3 on your telephone keypad when you would like to get in the queue to speak. A staff member will unmute you when it is your turn to speak. Accessibility Support: The City of Edina wants all residents to be comfortable being part of the public process. If you need assistance in the way of hearing amplification, an interpreter, large-print documents or something else, please call 952-927- 8861 at least 72 hours in advance of the meeting. 1. Call to Order 2. Roll Call 3. Pledge of Allegiance 4. Approval of Meeting Agenda 5. Community Comment During "Community Comment," the Mayor will invite residents to share issues or concerns that are not scheduled for a future public hearing. Items that are on tonight's agenda may not be addressed during Community Comment. Individuals must limit their comments to three minutes. The Mayor may limit the number of speakers on the same issue in the interest of time and topic. Individuals should not expect the Mayor or Council to respond to their comments tonight. The City Manager will respond to questions raised during Community Comments at the next meeting. 5.1. City Manager's Response to Community Comments 6. Adoption of Consent Agenda All agenda items listed on the Consent Agenda will be approved by one motion. There will be no separate discussion of items unless requested to be removed by a Council Member. If removed the item will be considered immediately following the adoption of the Consent Agenda. (Favorable roll call vote of majority of Council Members present to approve, unless otherwise noted in consent item.) 6.1. Minutes: Work Session and Regular, Oct. 7, 2025 6.2. Payment of Claims Page 1 of 202 6.3. Request for Purchase: Police Department Breakroom Remodel 6.4. Request for Purchase: Railroad Crossing Safety & Quiet Zone Study 6.5. Request for Purchase: Water Meter Replacement Project 6.6. Request for Purchase: Adobe Software Subscription 6.7. Approve Marketing Agreement with 2nd Swing for Braemar Golf Dome 6.8. Approve Lease Agreement with Hennepin County for the Edina Art Center 6.9. Approve Two New On-Sale Wine and 3.2 Percent Malt Liquor Licenses 6.10. Summary Publications for Ordinances 2025-09 and 2025-10 7. Special Recognitions and Presentations 7.1. Edina Chamber of Commerce Explore Edina Annual Report 8. Public Hearings During "Public Hearings," the Mayor will ask for public testimony after staff and/or applicants make their presentations. The following guidelines are in place to ensure an efficient, fair, and respectful hearing; limit your testimony to three minutes and to the matter under consideration; the Mayor may modify times, as deemed necessary; avoid repeating remarks or points of view made by previous speakers. The use of signs, clapping, cheering or booing or any other form of verbal or nonverbal communication is not allowed. 8.1. PUBLIC HEARING: New On-Sale Intoxicating and Sunday Sale Liquor Licenses for 3945 Market LLC dba Therese 8.2. PUBLIC HEARING: Resolution No. 2025-99 Approving Final Layout for Project 2 of the I-494 Corridor Vision Implementation Plan 8.3. PUBLIC HEARING: Resolution 2025-101: Amending the Spending Plan for the Southdale 2, Pentagon Park and 70th and Cahill Tax Increment Financing Districts 9. Reports/Recommendations: (Favorable vote of majority of Council Members present to approve except where noted) 9.1. Resolution No. 2025-102: Accepting Donations 10. Commission Correspondence (Minutes and Advisory Communication) 10.1. Minutes: Energy and Environment Commission, Aug. 14 and Sep. 11, 2025 Page 2 of 202 10.2. Minutes: Transportation Commission, Aug. 21, 2025 11. Manager's Comments 12. Mayor and Council Comments 12.1. Gun Violence Prevention Advocacy 13. Adjournment Page 3 of 202 Date: October 22, 2025 Meeting: City Council Agenda Number: 5.1 Item Type: Other d ITEM REPORT Item Activity: Information Prepared By: Scott Neal, City Manager Department: Administration Item Title: City Manager's Response to Community Comments Action Requested: None; information only. Information/Background: Responses to questions posed during Community Comment at the last meeting were posted on the City’s website (URL). City Manager Neal will provide summaries of those responses during the meeting. Supporting Documentation: None Page 4 of 202 Date: October 22, 2025 Meeting: City Council Agenda Number: 6.1 Item Type: Minutes d ITEM REPORT Item Activity: Approve Prepared By: Sharon Allison, City Clerk Department: Administration Item Title: Minutes: Work Session and Regular, Oct. 7, 2025 Action Requested: Approve minutes as presented. Information/Background: Supporting Documentation: 1. 2. Minutes: Work Session, Oct. 7, 2025 Minutes: Regular, Oct. 7, 2025 Page 5 of 202 MINUTES OF THE EDINA CITY COUNCIL WORK SESSION COMMUNITY ROOM, CITY HALL TUESDAY, OCTOBER 7, 2025 5:30 P.M. CALL TO ORDER 1.0 Mayor Hovland called the meeting to order at 5:31 p.m. ROLL CALL 2.0 Answering rollcall were Members Agnew, Jackson, Pierce, Risser and Hovland. Staff in attendance: Scott Neal, City Manager; Ari Lenz, Assistant City Manager; Chad Millner, Engineering Director; Pa Thao, Finance Director; Nelly Chick-Brewer, Assistant Finance Director; Jennifer Bennerotte, Communications Director; Jesse Meyer-Ruud, I.T. Support Supervisor; and Sharon Allison, City Clerk. 3.1 UTILITY RATE STUDY UPDATE Manager Neal introduced the topic, explaining that the discussion would focus on utilities including the underlying rate structure to fund projects, upcoming utility capital projects and cost estimates, and getting feedback from Council. Engineering Director Millner reviewed several major projects - the York Trunk Sanitary Sewer Improvements are nearing completion of Phase 3, with remaining phases included in the CIP and currently funded through Sewer Availability Charge (SAC). The South Trunk (Cahill) Sanitary Sewer Improvements project was discussed in relation to future development potential, though development is not expected for about 10 years. The Lincoln–Londonderry Sanitary Sewer project, estimated at $20–$40 million, is not part of the current rate study and will be considered in future comprehensive plan discussions. Updates were also provided on Water Treatment Plant No. 5, including revised cost estimates, and on the Flood Risk Reduction Strategy, with Morningside cited as the first completed project. City consultant, Ehlers senior municipal advisor Nick Anhut, presented on the structure and purpose of utility enterprise funds, explaining how fees are assessed and how each utility is analyzed. He reviewed prior rate studies, tier structures, and the rationale for using winter water usage to determine charges. Council raised questions about consumption patterns, recession impacts, fairness across customer types, and potential for adding a fourth usage tier. Discussion also covered the rate study’s financial goals, reserve targets, and assumptions for future expenses and debt coverage. Anhut presented proposed rate adjustments, including an increase to water and sewer connection fees to fund upcoming projects. Council requested additional data comparing commercial and residential usage trends and rates over the past decade. Council also discussed potential policy direction regarding conservation, development-related costs, and equity in rate distribution. Staff noted that a follow-up or special meeting may be scheduled to continue the discussion and review the remainder of the presentation. 4.0 ADJOURNMENT Page 1 Page 6 of 202 Minutes/Edina City Council Work Session/October 7, 2025 Mayor Hovland adjourned the meeting at 6:55 p.m. Respectfully submitted, Minutes approved by Edina City Council, October 22, 2025. Audio copy of the work session available. Sharon Allison, City Clerk James B. Hovland, Mayor Page 2 Page 7 of 202 MINUTES OF THE REGULAR MEETING OF THE EDINA CITY COUNCIL HELD AT CITY HALL OCTOBER 7, 2025 7:00 P.M. CALL TO ORDER I.0 Mayor Hovland called the meeting to order at 7:02 p.m. ROLLCALL 2.0 Answering rollcall were Members Agnew, Jackson, Pierce, Risser, and Hovland. 3.0 PLEDGE OF ALLEGIANCE 4.0 MEETING AGENDA – APPROVED Member Jackson made a motion, seconded by Member Agnew, approving the meeting agenda. Ayes: Agnew, Jackson, Pierce, Risser, Hovland Motion carried. COMMUNITY COMMENT 5.0 Ralph Zickert, 4311 Cornelia Circle, discussed the double-digit levy increase for the year and emphasized the importance of staying informed and voting. Mr. Zickert highlighted the lack of transparency for this year's budget cycle. Jan Del Calzo, 5225 Grandview Square #112, discussed the replacement project for the lights in Grandview Square and inquired about why 55% of the project's lights had been removed, leaving the area still dark. David Frankel, 4510 Lakeview Drive, stated that the Rosland Park Ped Bridge has been hit and asked if MnDOT knows about it. Mr. Frankel also asked about the Grandview pedestrian bridge, and whether it does not pass the golf ball test or meet ADA requirements. CITY MANAGER’S RESPONSE TO COMMUNITY COMMENTS 5.1. City Manager Neal responded to Community Comments from current and past meetings. CONSENT AGENDA – ADOPTED 6.0 Member Jackson made a motion, seconded by Member Agnew, approving the consent agenda, as follows: 6.1. Approve regular and work session meeting minutes of September 16, 2025 6.2. Approve Claims for Payment for Check Register Pre-List Dated August 31, 2025, totaling $20,823.27 (1011), Check Register Claims Pre-List Dated September 12, 2025, totaling $2,720,977.12, Check Register Claims Pre-List Dated September 19, 2025, totaling $2,592,049.29, and Check Register Claims Pre-List Dated September 26, 2025, totaling $1,401,920.61 6.3. Request for Purchase, Renew Facility Management Software for 2026, awarding the bid to the recommended low bidder, VFA Inc. at $28,998.38 6.4. Request for Purchase, Edina Aquatic Center Card Reader Access, awarding the bid to the recommended low bidder, Pro-Tec Design at $20.612.14 6.5. Request for Purchase, Edina Aquatic Center Pump Room Security Cameras, awarding the bid to the recommended low bidder, Pro-Tec Designs at $32,526.48 6.6. Request for Purchase, Professional Services for France Avenue Sidewalk PH4, awarding the bid to the recommended low bidder, Bolton & Menk, Inc. at $73,996 6.7. Request for Purchase, Professional Services for Minor Pipe and Grading Projects for Flood Risk Reduction, awarding the bid to the recommended low bidder, Barr Engineering at $197,000 Page 1 Page 8 of 202 Minutes/Edina City Council/October 7, 2025 6.8. Waive Second Reading Adopting Ordinance No. 2025-10, Amendment Regarding Stormwater Management 6.9. Waive Second Reading Adopting Ordinance No. 2025-09, amending Chapter 36 of the Edina City Code Concerning Zoning, Article X. Floodplain Districts 6.10. Adopt Resolution No. 2025-90, submitting an Application for Noise Wall #62 Improvements by MnDOT 6.11. Adopt Resolution No. 2025-91, setting Public Hearing Date for Municipal Consent for MnDOT’s Project 2 of the I-494 Corridor Vision 6.12. Request for Purchase, Twin Cities Orthopedics Health Quotient Contract for Services, awarding the bid to the recommended low bidder, Twin Cities Orthopedics at $66,705.00 6.13. Adopt Resolution No. 2025-97, authorizing 2026 DWI/Traffic Safety Officer Grant Agreement 6.14. Request for Purchase, Braemar Golf Dome Practice Green Reconstruction, awarding the bid to the recommended low bidder, GreenImage GolfScapes at $53,500 6.15. Request for Purchase, Braemar Golf Dome Practice Green Technology, awarding the bid to the recommended low bidder, PuttView at $24,523.75 6.16. Request for Purchase, Braemar Golf Course Autonomous Rough Mowers, awarding the bid to the recommended low bidder, SiteOne at $119,999.90 6.17. Request for Purchase, Replacement Spencer Blower Purchase, awarding the bid to the recommended low bidder, WW Goetsch Associates, Inc. at $32,513.00 6.18. Adopt Resolution Nos. 2025-87 and 2025-94, approving the Participation of the Henenpin County Housing and Redevelopment Authority in an Affordable Housing Project 6.19. Approve Amendment to Public Health Preparedness Services Agreement with City of Bloomington 6.20. Approve Amendment to Cannabis and Substance Use Grant Agreement with Minnesota Department of Health 6.21. Request for Purchase, Self-Contained Breathing Apparatus Replacement, awarding the bid to the recommended low bidder, MacQueen at $435,306.00 6.22. Request for Purchase, ClearGov Capital Improvement Planning Software, awarding the bid to the recommended low bidder, ClearGov at $82,000 6.23. Approve Interactive Technology Usage for Meetings of Public Bodies Policy 6.24. Adopt Resolution No. 2025-84, transferring Local Board Authority of Appeal and Equalization Power and Duty to Hennepin County (“Open Book”) 6.25. Grant First Reading to Ordinance No. 2025-11, amending Chapter 6 Concerning Special Events and Approve Special Events Policy 6.26. Grant First Reading to Ordinance No. 2025-12, repealing and amending Certain City Code Sections and Ordinance No. 2025-13, amending Chapter 2 Fee Schedule 6.27. Summary Publication for Ordinance Nos. 2025-11, 2025-12, and 2025-13 Ayes: Agnew, Jackson, Pierce, Risser, Hovland Motion carried. 7.0 7.1. PUBLIC HEARINGS HELD – Affidavits of Notice presented and ordered placed on file. RESOLUTION NO. 2025-95; WEED MOWING SPECIAL ASSESSMENT, IMPROVEMENT NO. WD-25 - ADOPTED Assistant Director of Parks and Natural Resources Swenson, discussed action taken for weed mowing special assessments, and presented the property IDs for the 9 properties that received the assessment. Mayor Hovland opened the public hearing at 7:36 p.m. Public Testimony Lori Grotz, 5513 Park Place, addressed the Council. Page 2 Page 9 of 202 Minutes/Edina City Council/October 7, 2025 Member Jackson made a motion, seconded by Member Agnew, to close the public hearing. Ayes: Agnew, Jackson, Pierce, Risser, Hovland Motion carried. Member Jackson introduced and moved adoption of Resolution No. 2025-95, Weed Mowing Special Assessment, Improvement No. WD-25. Member Agnew seconded the motion. Ayes: Agnew, Jackson, Pierce, Risser, Hovland Motion carried. The Council asked questions regarding potentially raising the fees for this process. 7.2. RESOLUTION NO. 2025-96, TREE REMOVAL SPECIAL ASSESSMENT, IMPROVEMENT NO. TR-25 - ADOPTED Assistant Director of Parks and Natural Resources Swenson, discussed the tree removal assessment process and presented the property IDs for the 6 properties that received the assessment. Mayor Hovland opened the public hearing at 7:41 p.m. Public Testimony No one appeared to comment. Member Agnew made a motion, seconded by Member Pierce, to close the public hearing. Ayes: Agnew, Jackson, Pierce, Risser, Hovland Motion carried. Member Agnew introduced and moved adoption of Resolution No. 2025-96, Tree Removal Special Assessment Improvement No. TR-25. Member Pierce seconded the motion. Ayes: Agnew, Jackson, Pierce, Risser, Hovland Motion carried. RESOLUTION NO. 2025-100, CERTIFICATION OF DELINQUENT UTILITIES - ADOPTED 7.3. Finance Director Thao presented the utility certification process and utility certification history. Mayor Hovland opened the public hearing at 7:45 p.m. Public Testimony Lori Grotz, 5513 Park Place, addressed the Council. Member Agnew made a motion, seconded by Member Jackson, to close the public hearing. Ayes: Agnew, Jackson, Pierce, Risser, Hovland Motion carried. Member Agnew introduced and moved adoption of Resolution No. 2025-100, authorizing Certification of Delinquent Utilities. Member Pierce seconded the motion. Ayes: Agnew, Jackson, Pierce, Risser, Hovland Motion carried. The Council asked questions regarding the County’s success with the collection of these delinquent utilities. Janey Erickson stated that the delinquent utilities go on the property taxes, and the County is 100% effective in collection. 7.4. RESOLUTION NO. 2025-85, AQUATIC VEGETATION SPECIAL ASSESSMENT, IMPROVEMENT NO. AQ-25 - ADOPTED Page 3 Page 10 of 202 Minutes/Edina City Council/October 7, 2025 Water Resource Coordinator Vanderwerff Wilson presented information regarding the aquatic services management plan, Arrowhead Lake assessment, Indianhead Lake assessment, Lake Nancy assessment, Mill Pond assessment, and the Browndale Access Ramp replacement. Mayor Hovland opened the public hearing at 7:57 p.m. Public Testimony No one appeared to comment. Member Jackson made a motion, seconded by Member Pierce, to close the public hearing. Ayes: Agnew, Jackson, Pierce, Risser, Hovland Motion carried. Member Jackson introduced and moved adoption of Resolution No. 2025-85, Aquatic Vegetation Assessment, Improvement No. AQ-25. Member Pierce seconded the motion. Ayes: Agnew, Jackson, Pierce, Risser, Hovland Motion carried. RESOLUTION NO. 2025-92, GRANDVIEW MAINTENANCE DISTRICT ANNUAL 7.5. ASSESSMENT, IMPROVEMENT NO. G-25 - ADOPTED Facility Manager Otten presented the location map for the assessment and the assessment costs for 2024. Mayor Hovland opened the public hearing at 8:02 p.m. Public Testimony Jim Baase, 5021 Vernon Avenue South, addressed the Council. Member Jackson made a motion, seconded by Member Pierce, to close the public hearing. Ayes: Agnew, Jackson, Pierce, Risser, Hovland Motion carried. The Council asked questions regarding the ongoing costs annually and if SPARC funds could be used for this. Mr. Otten noted that the parking ramps have to be inspected annually, and that is where a big portion of the costs comes from. City Manager Neal stated that he does not recall a time when they delayed payments on assessments like this. Member Jackson introduced and moved adoption of Resolution No. 2025-92, Grandview Business District No. G-25. Member Pierce seconded the motion. Ayes: Agnew, Jackson, Pierce, Risser, Hovland Motion carried. RESOLUTION NO. 2025-93, 50TH & FRANCE MAINTENANCE DISTRICT ANNUAL 7.6. ASSESSMENT, IMPROVEMENT NO. M-25 - ADOPTED Facility Manager Otten presented the location map for this assessment and proposed assessment costs for 2024. The Council asked questions regarding the apartment buildings with retail on the first floor. Mayor Hovland opened the public hearing at 8:22 p.m. Public Testimony Page 4 Page 11 of 202 Minutes/Edina City Council/October 7, 2025 No one appeared to comment. Member Jackson made a motion, seconded by Member Agnew, to close the public hearing. Ayes: Agnew, Jackson, Pierce, Risser, Hovland Motion carried. Member Jackson introduced and moved adoption of Resolution No. 2025-93, 50th & France Business District, Improvement No. M-25. Member Pierce seconded the motion. Ayes: Agnew, Jackson, Pierce, Risser, Hovland Motion carried. 7.7. RESOLUTION NO. 2025-88, CONCORD B & C NEIGHBORHOOD ROADWAY RECONSTRUCTION SPECIAL ASSESSMENT, IMPROVEMENT NO. BA-465 - ADOPTED Engineering Director Millner presented information regarding funding sources for street reconstruction projects and assessment costs. Mayor Hovland opened the public hearing at 8:26 p.m. Public Testimony Lynda Sonnek, 6212 Saint Johns Avenue, addressed the Council. Chris Guertin, 6109 Saint Johns Avenue, addressed the Council. Member Jackson made a motion, seconded by Member Pierce, to close the public hearing. Ayes: Agnew, Jackson, Pierce, Risser, Hovland Motion carried. Mr. Millner stated that they have a two-year warranty on the water shut-off and the retaining wall, and the driveway. Mr. Millner also noted that they can pay it off over a 15-year period. The Council asked questions regarding potentially delaying billing for this case. Member Jackson introduced and moved adoption of Resolution No. 2025-88, Concord B & C Neighborhood Roadway Reconstruction Special Assessment, Improvement No. BA-465. Member Pierce seconded the motion. Ayes: Agnew, Jackson, Pierce, Hovland Abstain: Risser Motion carried. 7.8. RESOLUTION NO. RECONSTRUCTION SPECIAL ASSESSMENT, IMPROVEMENT NO. BA-464 - ADOPTED SOUTHDALE B NEIGHBORHOOD ROADWAY 2025-89, Engineering Director Millner presented the variety of funding sources for this project. The Council asked questions regarding the email objection received. Mayor Hovland opened the public hearing at 8:39 p.m. Public Testimony No one appeared to comment. Member Jackson made a motion, seconded by Member Agnew, to close the public hearing. Ayes: Agnew, Jackson, Pierce, Risser, Hovland Motion carried. Page 5 Page 12 of 202 Minutes/Edina City Council/October 7, 2025 Member Pierce introduced and moved adoption of Resolution No. 2025-89, Southdale B Neighborhood Roadway Reconstruction Special Assessment, Improvement No. BA-464. Member Agnew seconded the motion. Ayes: Agnew, Jackson, Pierce, Risser, Hovland Motion carried. The Council asked how the extensive water damage in a resident’s unit is handled and what relief is offered to him. Mr. Millner stated that they review it at a staff level and then can submit it to the contractor for their insurance to check out. REPORTS / RECOMMENDATIONS RESOLUTION NO. 2025-98 ACCEPTING DONATIONS – ADOPTED 8.0 8.1. Mayor Hovland explained that in order to comply with State Statutes; all donations to the City must be adopted by Resolution and approved by four favorable votes of the Council accepting the donations. Member Jackson introduced and moved adoption of Resolution No. 2025-98 accepting various grants and donations. Member Agnew seconded the motion. Ayes: Agnew, Jackson, Pierce, Risser, Hovland Motion carried. 8.2. RESOLUTION NO. 2025-83, APPROVING A SUBDIVISION (PRELIMINARY AND FINAL PLAT) AT 6417 WARREN AVENUE – ADOPTED Community Development Director Teague noted that the applicant has proposed to split this property into two lots. The Council asked questions regarding the driveway placement. Member Jackson introduced and moved adoption of Resolution No. 2025-83, approving a subdivision (Preliminary and Final Plat) at 6417 Warren Avenue. Member Pierce seconded the motion. Ayes: Agnew, Jackson, Pierce, Risser, Hovland Motion carried. 8.3. RESOLUTION NO. 2025-80, SITE PLAN REVIEW AND VARIANCES AT 50336 FRANCE AVENUE SOUTH – ADOPTED Community Development Coordinator Lewis noted that the proposal is to add a second story to the existing building. The Council asked questions regarding the upgrade in City Code for parking to codify a policy, practical difficulties, the Code change process, and the FAR of 1. The Council expressed concerns regarding the Code being applied in an equal way and a site plan review not coming before Council. City Attorney Kendall noted that it is possible to approve a variance and then change the Code later on. The Council gave feedback regarding relaxing the parking requirements in the Code and taking their time to make the changes, and not tying it to this particular project. The Council discussed the dimensions of the lot and the uniqueness of this property. Page 6 Page 13 of 202 Minutes/Edina City Council/October 7, 2025 Member Agnew introduced and moved adoption of Resolution No. 2025-80, approving a site plan and variance at 5036 France Avenue South. Member Pierce seconded the motion. Ayes: Agnew, Jackson, Pierce, Hovland Nay: Risser Motion carried. 9.0 COMMISSION CORRESPONDENCE (MINUTES AND ADVISORY COMMUNICATION) – Received 9.1. MINUTES: COMMUNITY HEALTH COMMISSION, JUNE 9, JULY 14, AND AUGUST 11, 2025 9.2. MINUTES: PARKS AND RECREATION COMMISSION, AUGUST 12, 2025 10.0 MANAGER’S COMMENTS – Received 11.0 MAYOR AND COUNCIL COMMENTS – Received 12.0 ADJOURNMENT Member Jackson made a motion, seconded by Member Pierce, to adjourn the meeting at 9:48 p.m. Ayes: Agnew, Jackson, Pierce, Risser, Hovland Motion carried. Respectfully submitted, Minutes approved by Edina City Council, October 22, 2025. Sharon Allison, City Clerk Video Copy of the October 7, 2025, meeting available. James B. Hovland, Mayor Page 7 Page 14 of 202 d ITEM REPORT Item Activity: Approve Prepared By: Pa Thao, Finance Director Department: Finance Date: October 22, 2025 Meeting: City Council Agenda Number: 6.2 Item Type: Claims Item Title: Payment of Claims Action Requested: Approve claims for Payment Information/Background: A summary of the payment of claims is provided below. For security purposes, the detailed claims report will be available to City Council members through the secure Board Portal. The full report remains a public record and can be obtained by anyone through the City’s data request process. List of Payment Claims: 1. 2. 3. Check Register Claims Pre-List Dated 10.10.2025 Total $1,593,315.40 Check Register Claims Pre-List Dated 09.30.2025 Total $542,449.99 (1011) Check Register Claims Pre-List Dated 10.03.2025 Total $6,455,332.38 Page 15 of 202 d PURCHASE REPORT Date: October 22, 2025 Meeting: City Council Agenda Number: 6.3 Item Type: Request for Purchase Item Activity: Approve Prepared By: Jon Darsow, Facilities Project Manager Department: Engineering Item Title: Request for Purchase: Police Department Breakroom Remodel Action Requested: Approve Request for Purchase for Police Department Breakroom Remodel with Zephyr LLC. for $68,884.00. Information/Background: This project will remodel the existing lunchroom space with new finishes, fixtures, and appliances. This breakroom is over twenty-years old and in use seven days a week. The remodel will address aging flooring, cabinets, and overall function of the space to meet the daily workforce. Requisition Number: 12500251 Funding Source: Asset Preservation Vendor: Zephyr LLC. Equipment Status: Replacement Cost: $68,884.00 Resources/Financial Impacts: The project is being funded through Asset Preservation Funds. Relationship to City Policies: This project aligns with goals for facility maintenance. Budget Pillar: Strong Foundation Values Impact: Stewardship Replacing aging infrastructure at the appropriate time is sound asset management practice Supporting Documentation: 1. Edina Police Department Remodel Proposal Page 16 of 202 Edina Police Department Breakroom Remodel To: Jon Darsow Facilities 7450 Metro Blvd. Edina, MN 55439 From: Zephyr LLC. 959 Lombard Ave St Paul, MN 55105 Attn: Jon Darsow Phone: 952-826-0305 Fax: 952-826-0392 E-mail: Jdarsow@EdinaMN.gov Estimator: David Kuennen Contact Info: 612-282-3214 Mail: dave@Zephyrcoatings.com Job Location: 4801 W 50th St. Edina, MN 55424 This scope of work was defined by Dave Kuennen after site inspection. Scope of Work based on plans provided (Plan dated September 08/2025) • Mobilization, Site Prep, Floor protection, containments as needed • Demo per plan • Drywall Allowance $4,000 • Relocation of existing appliances store for future use. • Plumbing, add water lines, install new sink, garbage disposal, drain lines • Electrical allowance of $4,500.00 Exclusions: 1. No electrical design fees of drawings have been included. 2. No floor boxes of core drilling included Notes: a. All branch circuit wiring to be MC cable b. Work to be conducted during normal business hours c. Existing lighting and switches to remain. • Wallpaper materials and labor to install • Furnish and install cabinets per specifications on page A662 on plans • Furnish and install countertops Note: our vendor doesn’t carry the specified Cambria; however, we found a very close match. (Much less money than Cambria) Estimated Total ...............................................................................$68,884.00 1 Zephyr LLC. A certified healthcare contractor Lic. # BC807547 Ph. 952-452-6720 Page 17 of 202 Concealed Conditions: Price Based Upon Existing Observations. This agreement and the price are based solely on the observations of Contractor at the time of this Agreement. Unforeseen Conditions Require Change Order. If additional concealed conditions are discovered once the work has commenced, which conditions were not visible at the time of this Agreement, Contractor will identify the unforeseen conditions, and Customer and Contractor will execute a Change Order for any additional work. Additional Costs for Unanticipated Conditions. Customer agrees to pay for unexpected or unanticipated extra costs, including but not limited to, soil corrections, protections of the project from weather conditions, and all other similar costs and time for work due to concealed conditions. Such conditions may also extend the time for completion of Contractor’s work under this Agreement. Extra Excavation and Removal. Contractor will dispose of job-related debris, however, this Agreement does not include excavation, removal and disposal of large rocks (i.e. over 200 pounds) or hazardous materials, such as asbestos, which Contractor may find during construction. If such materials are found, the removal and disposal will be treated as Change Order. Required under state law of Minnesota: A. ANY PERSON OR COMPANY SUPPLYING LABOR OR MATERIALS FOR THIS IMPROVEMENT TO YOUR PROPERTY MAY FILE A LIEN AGAINST YOUR PROPERTY IF THAT PERSON OR COMPANY IS NOT PAID FOR THEIR CONTRIBUTIONS. B. UNDER MINNESOTA LAW, YOU HAVE THE RIGHT TO PAY PERSONS WHO SUPPLIED LABOR OR MATERIALS FOR THIS IMPROVEMENT DIRECTLY AND DEDUCT THIS AMOUNT FROM OUR CONTRACT PRICE, OR WITHHOLD THE AMOUNTS DUE THEM FROM US UNTIL 120 DAYS AFTER COMPLETION OF THE IMPROVEMENT UNLESS WE GIVE YOU A LEAN WAIVER SIGNED BY PARSONS WHO SUPPLIED ANY LABOR OR MATERIALS FOR THE IMPROVEMENT AND WHO GAVE YOU TIMELY NOTICE. INITIAL: X_____________ 2 Zephyr LLC. A certified healthcare contractor Lic. # BC807547 Ph. 952-452-6720 Page 18 of 202 Buyer’s right to cancel, Minnesota Statute 325.07 which may result in a lien, mortgage, You have entered into a transaction on or other security interests in your home. You have a legal right under federal law to cancel this transaction, if you desire to do so, without any penalty or obligation, within three business days from the above date or any later date on which all materials disclosures required under the Truth in Lending Act have been given to you. If you so cancel the transaction, any lien, mortgage, or other security interests in your home arising from this transaction is automatically void. You are also in title to receive a refund of any down payment or other consideration if you cancel. If you decide to cancel this transaction, you may do so by notifying: Zephyr LLC., At 959 Lombard Ave. St. Paul, MN 55105 By mail or telegram sent not later than midnight of written notice identifying the transaction if it is delivered to the above address not later than that time. This notice may be used for that purpose by dating and signing below. . You may also use any other form of I HEREBY CANCEL THIS TRANSACTION. Customer’s signature: Date: Acceptance of this Estimate $68,884.00 Sixty Eight Thousand Eight Hundred Eighty Four Dollars and no/cents All material is guaranteed to be as specified. All work to be completed in a workmanlike manner according to standard practices. Any alteration or deviation from above specifications involve extra costs, will be executed only upon written orders, and will become an extra change over and above the estimate. All agreements contingent upon strikes, accidents, or delays beyond our control. Owner to carry fire, tornado and other necessary insurance. Our workers are fully covered by worker's compensation insurance. Terms of payment 50% down and balance due upon completion. Acceptance of Proposal: The above prices, specifications and conditions are satisfactory and hereby accepted. You are authorized to do the work as specified. Payment will be made as outlined above. 3 Zephyr LLC. A certified healthcare contractor Lic. # BC807547 Ph. 952-452-6720 Page 19 of 202 Authorized Signature: Note: This proposal may be withdrawn by us if not accepted within 30 days Date: Mayor, James Hovland City Manager, Scott Neal Date: Date: 4 Zephyr LLC. A certified healthcare contractor Lic. # BC807547 Ph. 952-452-6720 Page 20 of 202d PURCHASE REPORT Date: October 22, 2025 Meeting: City Council Agenda Number: 6.4 Item Type: Request for Purchase Item Activity: Approve Prepared By: Chad Millner, Engineering Director Department: Engineering Item Title: Request for Purchase: Railroad Crossing Safety & Quiet Zone Study Action Requested: Approve Request for Purchase for Railroad Crossing Safety & Quiet Zone Study with SRF for $63,827.50. Information/Background: The City of Edina issued a Request for Proposals (RFP) for the preparation of a railroad crossing safety and quiet zone study. The goal of this study is to evaluate existing railroad crossings within the city for potential safety improvements and assess the feasibility of establishing one or more quiet zones in accordance with Federal Railroad Administration regulations. Three firms submitted proposals. A staff committee and a U of M capstone group reviewed the proposals. Requisition Number: 12500250 Funding Source: 2024 Budget Surplus Dedication Vendor: SRF Consulting Group Equipment Status: N/A Cost: $63,827.50 Resources/Financial Impacts: The project is funded from 2024 budget surplus dedicated to this work. This study will identify capital improvements needed to establish quiet zones. Budgeting for implementation will be a staff exercise during the capital improvement plan process. Relationship to City Policies: This project aligns with the Comprehensive Plan and Pedestrian & Bicycle Master Plan to make our transportation system safer. Budget Pillar: Livable City Values Impact: Engagement Residents have voiced many concerns with night-time train horns. This project will start to identify how to improve the quality of life of residents near the railroad tracks. Supporting Documentation: 1. Edina Railroad Crossing Safety & Quiet Zone Study Proposal Page 21 of 202  SRF Project No. 19553.00 October 10, 2025 Chad Millner, Engineering Director City of Edina 7450 Metro Boulevard Edina, MN 55439 cmillner@EdinaMN.gov Subject: Proposal for Professional Services for Railroad Crossing Safety & Quiet Zone Study, City of Edina Dear Chad Millner: Based on your request, SRF Consulting Group, Inc. (SRF) is pleased to submit this proposal to provide railroad safety consulting services to the City of Edina (the City) for crossings along the Canadian Pacific Kansas City (CPKC) Railroad. Scope of Services The following task list outlines what our team will complete as part of Phase 1 of the railroad safety study and reporting these findings to the City. TASK 1:"PROJECT MANAGEMENT / MEETING WITH CITY STAFF & OFFICIALS • Administer and organize meetings and feedback. • Host a virtual kickoff meeting with key City staff to help guide the study process. • Monitor task milestones and the project schedule and consult on monthly progress reports to ensure all deliverables are completed on time. • Review budget and billing. TASK 2: PRELIMINARY INVESTIGATION / RISK UPDATE & REVIEW • Collect updated information on existing conditions such as traffic, crash data, train counts, and any current or planned future improvements near the crossings. • Review and summarize existing documents related to Twin Cities and Edina to determine potential impacts to safety improvements and noise mitigation. • Develop a diagnostic meeting packet for meeting participants. Each packet will include the following items: o List and map of all potential crossings o Individual aerial imagery and GIS map for each crossing w w w . s r f c o n s u l t i n g . c o m 3701 Wayzata Boulevard, Suite 100 | Minneapolis, MN 55416-3791 | 763.475.0010 Equal Employment Opportunity/Affirmative Action Employer Page 22 of 202 Chad Millner City of Edina October 10, 2025 Page 2 of 6 o FRA Inventory Forms for each crossing o FRA Accident/Incident Reports from the last five years at each crossing o Crossing review forms to allow meeting participants to select their preferred SSM or ASM crossing improvements and to note any other unique condition at each crossing (e.g., additional roadway improvements such as signing, striping, or access modifications, etc.) • Calculate risk for each crossing to understand where safety improvements would be most impactful to reduce risk. TASK 3: DIAGNOSTIC MEETING • Develop a list of individuals from relevant agencies and stakeholders including representatives from the City, FRA, MnDOT, CPKC, and potentially affected property owners and coordinate with the City to make necessary contacts regarding an on-site diagnostic meeting for the proposed quiet zone. • Travel to Edina to convene on-site diagnostic meeting to conduct a field review of the crossings with appropriate representatives. Following the meeting, a diagnostic meeting summary will be prepared and emailed to all participants. • As part of the diagnostic meeting, SRF staff will also meet with key City staff to discuss the proposed quiet zone process, potential improvements discussed during the diagnostic meeting, and other related quiet zone items. TASK 4: QUIET ZONE ANALYSIS • Work with the City to identify the preferred improvement scenario that meets the FRA’s requirements for the quiet zone and provides the city with a feasible plan that meets their expectations for treating crossing areas. • Develop planning-level conceptual layout graphics and cost estimates of the proposed crossing improvements, including SSM or ASM improvements and any additional improvements to adjacent roadway, pedestrian, or railroad infrastructure. TASK 5: FINAL REPORT PREPARATION & PRESENTATION • Summarize the overall process, including the proposed scenarios, potential costs, and proposed crossing improvements in a final report to inform City staff of the proposed plan for quiet zone implementation and crossing improvements. OPTIONAL TASK: TASK 6: PREPARATION FOR QUIET ZONE NOTICES • If asked by the City, SRF will develop and submit FRA required Notices and other documentation needed to be certified for quiet zone establishment. This would include the Notice of Intent (the first step in the official quiet zone process), the development of a Public Authority Application if necessary, and the development of a Notice of Establishment, the final step in the quiet zone process. Page 23 of 202 Chad Millner City of Edina October 10, 2025 Page 3 of 6 OPTIONAL TASK: TASK 7: DESIGN & IMPLEMENTATION (CONSTRUCTION & BIDDING DOCUMENTS) • If desired, SRF will create construction documents (Plans, Specifications, and engineering cost estimates) to allow the City to construct the proposed improvements. • SRF will evaluate and develop existing conditions and safety needs, improve concepts, coordinate with railroads and the FRA, and complete required safety reviews and formal notifications. Once the necessary improvements are constructed, communities can formally apply for and establish a quiet zone. Assumptions It is assumed that the City can provide updated/relevant traffic counts at the crossings to complete the quiet zone calculations. If traffic counts are needed, SRF can provide that service for an additional fee. Schedule SRF will complete this work within a mutually agreed-upon time schedule. A proposed schedule is attached hereto as Attachment B. Basis of Payment/Budget SRF proposes to be reimbursed for the Scope of Services on an hourly basis for the actual time expended. Other direct project expenses, such as printing, supplies, reproduction, etc., will be billed at cost and mileage will be billed at the current allowable IRS rate for business miles. Any subconsultants will be paid on an hourly or a lump sum basis. Invoices are submitted on a monthly basis for work performed during the previous month. Payment is due within 35 days. Based on SRF’s understanding of the project, it is estimated that the cost for the Scope of Services will be $63,827.50, which includes both time and expenses. The estimated cost is further detailed in Attachment B. Changes in Scope of Services It is understood that if the scope or extent of work changes, the cost will be adjusted accordingly. Before any out-of-scope work is initiated, however, SRF will submit a budget request for the new work and will not begin work until you provide authorization. Standard Terms and Conditions The attached Standard Terms and Conditions (Attachment A) together with the Master Agreement for Professional Engineering Services between the City and SRF dated June 13, 2017 and this Proposal for professional services, constitute the entire agreement between the City and SRF and supersedes all prior written or oral understandings. This agreement may only be Page 24 of 202 Chad Millner City of Edina October 10, 2025 Page 4 of 6 amended, supplemented, modified, or canceled by a written instrument executed by both parties. In the event of a conflict between the Master Agreement and this Proposal, this Proposal shall govern. Acceptance/Notice to Proceed A signed copy of this Proposal, mailed or emailed to Andy Mielke at the address on the first page of this document or at amielke@srfconsulting.com, will serve as acceptance of this Proposal and SRF’s notice to proceed. We appreciate your consideration of this Proposal and look forward to working with you on this project. Please feel free to contact us if you have any questions or need additional information. Sincerely, SRF Consulting Group, Inc. Justin Scott, AICP Project Manager JS/AM Attachment(s): Andy Mielke Senior Vice President Attachment A – Standard Terms and Conditions Attachment B – Schedule and Cost Breakdown of Tasks Approved: City of Edina (signature) Name Title Date Page 25 of 202 Chad Millner City of Edina October 10, 2025 Page 5 of 6 Attachment A – Standard Terms and Conditions Page 26 of 202 Chad Millner City of Edina October 10, 2025 Page 6 of 6 Page 27 of 202 Appendix B October 2025 November December January 2026 February March Schedule TASK Project Management Preliminary Investigation/Risk Update Diagnostic Meeting + Recommendations Quiet Zone Analysis Final Report + Presentation Preparation for Quiet Zone Establishment Key Deliverables Cost Breakdown of Tasks SUMMARY OF COSTS AND HOURS PROF. VIII-VII PROF. VI PROF. V PROF. IV PROF. III PROF. II PROF. I TECH. SUPPORT Hours TOTALS 1 Project Management/Meetings with City Staff and Officials $598.00 $- $5,568.00 $- $785.00 2 Preliminary Investigation/Risk Update and Review $1,196.00 3 Diagnostic Meeting 4 Quiet Zone Analysis $- $- 5 Final Report Preparation and Presentation $1,196.00 Hours 10 $- $- $- $- - $7,424.00 $1,280.00 $3,140.00 $6,496.00 $640.00 $7,222.00 $4,176.00 $5,568.00 138 $- $- 12 $6,280.00 $6,280.00 159 $- $- $- $- $- - $- $- $- $- $- - $- $- $- $- $- - $- $- $- $- $- - 31 64 98 58 68 $6,951.00 $13,040.00 $14,358.00 $10,456.00 $13,044.00 319 TOTALS SRF Estimate of Direct Non-Salary Expenses: Mileage: Personal Vehicles 450 miles at $0.700 Meals: 12 meals at $43.00 Reproduction: Copy Duplication 550 $0.10/copy Color Copies 150 $0.35/copy Printing Supplies SRF Expenses TOTAL ESTIMATED FEE $2,990.00 $0.00 $32,016.00 $1,920.00 $24,963.00 $0.00 $0.00 $0.00 $0.00 319 $61,889.00 $315.00 $516.00 $55.00 $52.50 $500.00 $500.00 $1,938.50 $63,827.50 Page 28 of 202d PURCHASE REPORT Date: October 22, 2025 Meeting: City Council Agenda Number: 6.5 Item Type: Request for Purchase Item Activity: Approve Prepared By: Nathan Kaderlik, Assistant Director- Utilities Department: Public Works Item Title: Request for Purchase: Water Meter Replacement Project Action Requested: Approve request for purchase for the water meter replacement project. Information/Background: We will be replacing old, outdated, or malfunctioning water meters with newer, more accurate, and efficient models. Older meters can under-report water usage due to wear and tear, leading to revenue loss for the utility or inaccurate billing for the customer. The new meters are equipped to connect to our Advanced Metering Infrastructure(AMI) equipment that was previously installed in 2024. Requisition Number: 12500237 Funding Source: CIP Vendor: Ferguson US Holdings Inc Equipment Status: Replacement Cost: $6,988,550.25 Resources/Financial Impacts: • Budget – This is a part of the CIP. • Implementation – Ferguson Waterworks • Operation – Public Works Utility Division Relationship to City Policies: CIP Budget Pillar: Reliable Service Values Impact: Improve meter reading accuracy; enable modern, remote reading technologies (AMI); and enhance customer service and usage transparency Stewardship Reduce non-revenue water (loss from leaks or meter inaccuracies) Supporting Documentation: 1. Water Meter Replacement Contract Page 29 of 202 CONTRACT NO. PWK25101 THIS AGREEMENT made this 22nd day of October 2025, by and between the CITY OF EDINA, a Minnesota municipal corporation (“City”) and Ferguson Enterprises, LLC 1420 3rd Ave West Shakopee, MN 55379 (“Contractor”). City and Contractor, in consideration of the mutual covenants set forth herein, agree as follows: 1. CONTRACT DOCUMENTS. The following documents shall be referred to as the “Contract Documents,” all of which shall be taken together as a whole as the contract between the parties as if they were set verbatim and in full herein: A. This Agreement. B. Instructions to Bidders. C. City of Edina General Contract Conditions. D. Addendum number 1. E. Specifications prepared by Sarah E Lloyd, dated 9/4/2025. F. Performance Bond. G. Payment Bond. H. Responsible Contractor Verification of Compliance I. Contractor’s Bid dated September 25, 2025. The Contract Documents are to be read and interpreted as a whole. The intent of the Contract Documents is to include all items necessary for the proper execution and completion of the Work and to require Contractor to provide the highest quality and greatest quantity consistent with the Contract Documents. If there are inconsistencies within or among part of the Contract Documents or between the Contract Documents and applicable standards, codes or ordinances, the Contractor shall provide the better quality or greater quantity of Work or comply with the more stringent requirements. 1.1 Before ordering any materials or doing any Work, the Contractor shall verify measurements at the Project site and shall be responsible for the correctness of such measurements. No extra charges or compensation will be allowed on account of differences between actual dimensions and the dimensions indicated on the Drawings. Any difference that may be found shall be submitted to the City for resolution before proceeding with the Work. 1.2 If a minor change in the Work is necessary due to actual field conditions, the Contractor shall submit detailed drawings of such departure to the City for approval before making the change. The City shall not be required to make any adjustment to either the Contract Sum or Contract Time because of any failure by the Contractor to comply with the requirements of this paragraph. Actual or alleged conflicts or inconsistencies between the Plans and Specifications or other Contract Documents shall be brought to the City’s attention in writing, prior to performing the affected Work. The City’s directions shall be followed by the Contractor. 2. OBLIGATIONS OF THE CONTRACTOR. The Contractor shall provide the goods, services, and perform the work in accordance with the Contract Documents. 3. OBLIGATIONS OF THE CITY. The City agrees to pay and the Contractor agrees to receive and accept payment in accordance with the Contractor’s bid $6,988,550.25. 1/2015 ENG 25-1 1 Page 30 of 202 4. A. B. PAYMENT PROCEDURES. Contractor shall submit Applications for Payment. Applications for Payment will be processed by City as provided in the General Conditions. Progress Payments; Retainage. City shall make 95% progress payments on account of the Contract Price on the basis of Contractor’s Applications for Payment during performance of the Work. C. Payments to Subcontractor. (1) (2) Prompt Payment to Subcontractors. Pursuant to Minn. Stat. § 471.25, Subd. 4a, the Contractor must pay any subcontractor within ten (10) days of the Contractor’s receipt of payment from the City for undisputed services provided by the subcontractor. The Contractor must pay interest of 1½ percent per month or any part of a month to the subcontractor on any undisputed amount not paid on time to the subcontractor. The minimum monthly interest penalty payment for an unpaid balance of $100.00 or more is $10.00. For an unpaid balance of less than $100.00, the Contractor shall pay the actual penalty due to the subcontractor. Form IC-134 required from general contractor. Minn. Stat. § 290.92 requires that the City of Edina obtain a Withholding Affidavit for Contractors, Form IC-134, before making final payments to Contractors. This form needs to be submitted by the Contractor to the Minnesota Department of Revenue for approval. The form is used to receive certification from the state that the vendor has complied with the requirement to withhold and remit state withholding taxes for employee salaries paid. D. Final Payment. Upon final completion of the Work, City shall pay the remainder of the Contract Price as recommended by City. 5. COMPLETION DATE. 6. A. B. C. D. E. The Work must be completed and ready for final payment by December 31, 2029. CONTRACTOR’S REPRESENTATIONS. Contractor has examined and carefully studied the Contract Documents and other related data identified in the Contract Documents. Contractor has visited the Site and become familiar with and is satisfied as to the general, local, and Site conditions that may affect cost, progress, and performance of the Work. Contractor is familiar with and is satisfied as to all federal, state, and local Laws and Regulations that may affect cost, progress, and performance of the Work. Contractor has carefully studied all: (1) reports of explorations and tests of subsurface conditions at or contiguous to the Site and all drawings of physical conditions in or relating to existing surface or subsurface structures at or contiguous to the Site (except Underground Facilities) which have been identified in the General Conditions; and (2) reports and drawings of a Hazardous Environmental Condition, if any, at the Site. Contractor has obtained and carefully studied (or assumes responsibility for doing so) all additional or supplementary examinations, investigations, explorations, tests, studies, and data concerning conditions (surface, subsurface, and underground facilities) at or contiguous to the Site which may affect cost, progress, or performance of the Work or which relate to any aspect of the means, methods, techniques, sequences, and procedures of construction to be employed by Contractor, including any specific means, 1/2015 ENG 25-1 2 Page 31 of 202 methods, techniques, sequences, and procedures of construction expressly required by the Bidding Documents, and safety precautions and programs incident thereto. Contractor does not consider that any further examinations, investigations, explorations, tests, studies, or data are necessary for the performance of the Work at the Contract Price, within the Contract Times, and in accordance with the other terms and conditions of the Contract Documents. Contractor is aware of the general nature of work to be performed by City and others at the Site that relates to the Work as indicated in the Contract Documents. Contractor has correlated the information known to Contractor, information and observations obtained from visits to the Site, reports and drawings identified in the Contract Documents, and all additional examinations, investigations, explorations, tests, studies, and data with the Contract Documents. Contractor has given City written notice of all conflicts, errors, ambiguities, or discrepancies that Contractor has discovered in the Contract Documents, and the written resolution thereof by City is acceptable to Contractor. The Contract Documents are generally sufficient to indicate and convey understanding of all terms and conditions for performance and furnishing of the Work. F. G. H. I. J. K. Subcontracts: (1) (2) (3) (4) Unless otherwise specified in the Contract Documents, the Contractor shall, upon receipt of the executed Contract Documents, submit in writing to the City the names of the subcontractors proposed for the work. Subcontractors may not be changed except at the request or with the consent of the City. The Contractor is responsible to the City for the acts and omissions of the Contractor's subcontractors, and of their direct and indirect employees, to the same extent as the Contractor is responsible for the acts and omissions of the Contractor's employees. The Contract Documents shall not be construed as creating any contractual relation between the City and any subcontractor. The Contractor shall bind every subcontractor by the terms of the Contract Documents. WARRANTY. The Contractor guarantees that all new equipment warranties as specified within the bid shall be in full force and transferred to the City upon payment by the City. The Contractor shall be held responsible for any and all defects in workmanship, materials, and equipment which may develop in any part of the contracted service, and upon proper notification by the City shall immediately replace, without cost to the City, any such faulty part or parts and damage done by reason of the same in accordance with the bid specifications. INDEMNITY. The Contractor agrees to indemnify and hold the City harmless from any claim made by third parties as a result of the services performed by it. In addition, the Contractor shall reimburse the City for any cost of reasonable attorney’s fees it may incur as a result of any such claims. MISCELLANEOUS. Terms used in this Agreement have the meanings stated in the General Conditions. City and Contractor each binds itself, its partners, successors, assigns and legal representatives to the other party hereto, its partners, successors, assigns and legal representatives in respect to all covenants, agreements, and obligations contained in the Contract Documents. Any provision or part of the Contract Documents held to be void or unenforceable under any Law or Regulation shall be deemed stricken, and all remaining provisions shall continue to be valid and binding upon City and Contractor, who agree that the Contract Documents shall be reformed to replace such 7. 8. 9. A. B. C. 1/2015 ENG 25-1 3 Page 32 of 202 stricken provision or part thereof with a valid and enforceable provision that comes as close as possible to expressing the intention of the stricken provisions. D. Data Practices/Records. (1) All data created, collected, received, maintained or disseminated for any purpose in the course of this Contract is governed by the Minnesota Government Data Practices Act, Minn. Stat. Ch. 13, any other applicable state statute, or any state rules adopted to implement the act, as well as federal regulations on data privacy. (2) All books, records, documents and accounting procedures and practices to the Contractor and its subcontractors, if any, relative to this Contract are subject to examination by the City. Copyright/Patent. Contractor shall defend actions or claims charging infringement of any copyright or patent by reason of the use or adoption of any designs, drawings or specifications supplied by it, and it shall hold harmless the City from loss or damage resulting there from. If the equipment provided by the Contractor pursuant to this Agreement contains software, including that which the manufacturer may have embedded into the hardware as an integral part of the equipment, the Contractor shall pay all software licensing fees. The Contractor shall also pay for all software updating fees for a period of one year following cutover. The Contractor shall have no obligation to pay for such fees thereafter. Nothing in the software license or licensing agreement shall obligate the City to pay any additional fees as a condition for continuing to use the software. Assignment. Neither party may assign, sublet, or transfer any interest or obligation in this Agreement without the prior written consent of the other party, and then only upon such terms and conditions as both parties may agree to and set forth in writing. Waiver. In the particular event that either party shall at any time or times waive any breach of this Agreement by the other, such waiver shall not constitute a waiver of any other or any succeeding breach of this Agreement by either party, whether of the same or any other covenant, condition or obligation. Governing Law/Venue. The laws of the State of Minnesota govern the interpretation of this Agreement. In the event of litigation, the exclusive venue shall be in the District Court of the State of Minnesota for Hennepin County. Severability. If any provision, term or condition of this Agreement is found to be or becomes unenforceable or invalid, it shall not affect the remaining provisions, terms and conditions of this Agreement, unless such invalid or unenforceable provision, term or condition renders this Agreement impossible to perform. Such remaining terms and conditions of the Agreement shall continue in full force and effect and shall continue to operate as the parties’ entire agreement. Entire Agreement. This Agreement represents the entire agreement of the parties and is a final, complete and all inclusive statement of the terms thereof, and supersedes and terminates any prior agreement(s), understandings or written or verbal representations made between the parties with respect thereto. Permits and Licenses; Rights-of-Way and Easements. The Contractor shall procure all permits and licenses, pay all charges and fees therefore, and give all notices necessary and incidental to the construction and completion of the Project. The City will obtain all necessary rights-of-way and easements. The Contractor shall not be entitled to any additional compensation for any construction delay resulting from the City’s not timely obtaining rights-of-way or easements. If the work is delayed or the sequencing of work is altered because of the action or inaction of the City, the Contractor shall be allowed a time extension to complete the work but shall not be entitled to any other compensation. E. F. G. H. I. J. K. L. 1/2015 ENG 25-1 4 Page 33 of 202 M. Responsible Contractor. This contract may be terminated by the City at any time upon discovery by the City that the prime contractor or subcontractor has submitted a false statement under oath verifying compliance with any of the minimum criteria set forth in Minn Stat. § 16C.285, subd. 3. CITY OF EDINA CONTRACTOR BY: ____________________________ James B. Hovland, Its Mayor BY: ____________________________ Its AND ___________________________ Scott H. Neal, Its City Manager AND ___________________________ Its 1/2015 ENG 25-1 5 Page 34 of 202 d ITEM REPORT Date: October 22, 2025 Meeting: City Council Agenda Number: 6.7 Item Type: Report & Recommendation Item Activity: Approve Prepared By: Joseph Abood, General Manager Braemar Golf Course Department: Parks & Recreation Item Title: Approve Marketing Agreement with 2nd Swing for Braemar Golf Dome Action Requested: Approve Marketing Agreement with 2nd Swing for Braemar Golf Dome Information/Background: The Braemar Golf Operation and 2nd Swing propose to enter into a seven (7) year Marketing Agreement. 2nd Swing has agreed to pay the entirety of the Golf Dome Putting Green reconstruction and upgrades in return for the proposed advertising agreement. The existing practice green within the Braemar Golf Dome has reached its useful lifespan and needs to be replaced. The City Council previously approved the purchase request for the practice green reconstruction and the practice green technology at the October 7, 2025 regular meeting. Resources/Financial Impacts: • Budget – 2nd Swing has agreed to pay the entirety of the Golf Dome Putting Green reconstruction and upgrades in return for the proposed advertising agreement. • Implementation – City of Edina approved contractors will construct the new putting green and technology updates. • Operation – Golf Dome staff will monitor the new amenity. Relationship to City Policies: In 2014, Edina City Council approved a plan to offer a premier golfing experience that produces a financially self-sufficient Golf Enterprise. Included in this plan was an improvement goal to invest in improvements at Braemar Golf and to improve customer service. The Golf Dome has deservedly achieved a reputation for having premier practice facilities. The replacement of the Golf Dome practice green is required to maintain that designation. The Marketing Agreement with 2nd Swing will assist in funding these improvements. Budget Pillar: Reliable Service Page 35 of 202 Values Impact: Stewardship Due to the popularity of the TopTracer Technology within the Golf Dome and its corresponding extended wait times for hitting bays, the additional amenity will enhance the customer experience during high volume times. Engagement Braemar Golf Operations periodically surveys its patrons. One of the items that our customers have noted as an area of improvement is the practice green at the Golf Dome. Supporting Documentation: 1. Braemar Golf Dome 2nd Swing Marketing Agreement Page 36 of 202 AGREEMENT REGARDING ADVERTISING: BRAEMAR GOLF DOME THIS AGREEMENT is made as of _________, 2025 by and between CITY OF EDINA, a Minnesota municipal corporation (“City”) and GOLF STIX, INC., a Minnesota corporation doing business as 2ND SWING GOLF (“2nd Swing”). Recitals City wishes to make improvements to the practice putting green at the Braemar Golf A. Dome, located at 7420 Braemar Blvd, Edina, MN 55436. 2nd Swing wishes to facilitate the improvements in exchange for advertising rights at the B. Braemar Golf Dome. 1. Construction of Improvements. Terms a. City agrees to retain one or more contractors to design and install the following improvements at the Braemar Golf Dome: (1) A new practice putting green, to be located in the northwest corner of the Braemar Golf Dome. The new green will replace the existing green that has passed its useful lifespan. (2) A state-of-the-art PuttView® putting system. (3) New signage for the new practice area. b. City will provide 2nd Swing the opportunity to review and provide comments on the plans for the improvements and on the solicited proposals from potential contractors. However, the City will make all final decisions regarding the award of contract(s), in accordance with applicable City purchasing policies and the Uniform Municipal Contracting Law, Minnesota Statutes section 471.345. 2. Advertising Rights. In consideration of 2nd Swing’s payment as required by paragraph 3 below, City agrees to provide 2nd Swing with the following advertising rights, for a seven-year period commencing November 1, 2025 a. Dedicated email blast showcasing 2nd Swing partnership and opening of the new putting area. b. 2nd Swing logo range balls to be utilized during the Braemar scheduled golf ball rotation cycle. Selected and agreed upon orders of golf balls placed after this agreement is signed, and throughout the entirety of the agreement, shall be ordered with a 2nd Swing logo. Final logo file to be approved by 2nd Swing. 2nd Swing will be responsible for the logo costs of the selected orders. 237159v2 1 Page 37 of 202c. d. e. f. g. h. i. j. 2nd Swing will be allowed to photograph and video record content for their website at the City facility. 2nd Swing will provide all photographers and models. No patrons of City facilities or City staff or anyone other than 2nd Swing models shall be filmed or photographed during these photo shoots. 2nd Swing will have the following exclusive advertising rights on the practice putting green within the Golf Dome. (1) Inlaid 2nd Swing logo on putting green turf surface. (2) 2nd Swing branded cups and flags. (3) 2nd Swing logo located above interior entrance doors to Golf Dome. (4) 2nd Swing branded directional signage to practice putting green. (5) 2nd Swing advertising table tents within the golf dome. BraemarGolfCourse.com website homepage will list 2nd Swing as sponsor with link to 2nd Swing website. (See mock-up, attached as Exhibit B.) Dedicated BraemarGolfCourse.com website page describing 2nd Swing practice putting green. Display Trade in/Trade Up marketing items at Golf Dome, Championship 18 & Academy 9 golf shops. Advertise Trade in/Trade Up program on all Braemar fitting day email blasts. Up to 50 per year. 2nd Swing to provide Trade in creative. Advertise Trade in/Trade Up program on all Braemar fitting day registration forms. 2nd Swing to provide Trade in creative. Three (3) dedicated annual emails to Braemar database (20,000+) describing 2nd Swing practice putting green. 3. Payment. 2nd Swing agrees to pay the City an amount equal to the total costs paid for the improvements identified at paragraphs 1 through 5 above, including the design consultant costs and costs paid to the contractor(s) who supply any labor, materials or equipment for the improvement project, but not including any City administrative or personnel costs. The estimated cost is set forth below. The final cost will be determined based on actual costs incurred. Payment is due 30 days after invoice by the City, with supporting documentation for the actual costs incurred. Putting Green PuttView Signage/Development Estimated Total 2 $57,500 $32,000 $2,500 $92,000 237159v2 Page 38 of 202 4. Counterparts; Electronic Signatures. This Agreement may be executed by any one or more of the parties in any number of counterparts, each of which shall be deemed to be an original, but all such counterparts shall together constitute one and the same instrument. Delivery of an executed counterpart by facsimile or as an attachment to an electronic mail message in .pdf, .jpeg, or similar electronic format shall be effective as delivery of a manually executed counterpart. This Agreement may also be executed through the use of electronic signature, e.g., www.docusign.com/ IN WITNESS of the above, the undersigned parties have executed this Agreement. [signature pages follow] 237159v2 3 Page 39 of 202 City Signature Page CITY OF EDINA Attest: Attest: James B. Hovland, Mayor Scott H. Neal, City Manager 237159v2 4 Page 40 of 202Page 41 of 202Exhibit A 237159v2 Page 42 of 202 Exhibit B 237159v2 Page 43 of 202 d ITEM REPORT Date: October 22, 2025 Meeting: City Council Agenda Number: 6.8 Item Type: Report & Recommendation Item Activity: Approve Prepared By: Tracy Petersen, Assistant Director Parks & Recreation Department: Parks & Recreation Item Title: Approve Lease Agreement with Hennepin County for the Edina Art Center Action Requested: Approve Lease Agreement with Hennepin County for lease space at Southdale Library for the Edina Art Center. Information/Background: The proposed lease agreement with Hennepin County for a new, permanent space for the Edina Art Center at Southdale Library marks a critical step for the project. The ability to partner with Hennepin County provides the city with an opportunity to keep the arts as a core aspect of the community, foster and celebrate creativity and bring the community and arts together in a fiscally responsible manner. The city has had the opportunity to work with and design the art spaces with MSR, the county's architect, and receive support and guidance from HGA to ensure that the spaces meet the needs of art for the future. Spaces include: a multipurpose room, gift shop, gallery, two studios, makerspace, two pottery wheel rooms, a hand building room, glaze bay, indoor kiln room and specialty outdoor kilns. Shared spaces with the County include a large community room, outdoor terrace and outdoor education space. The proposed lease outlines general terms, which include a 20-year lease with renewal term, basic rent rates, additional rent rate for operating costs, tenant/owner responsibilities, construction plans and schedule and insurance and indemnification requirements. The lease does not include the outdoor green space adjacent to the new art center and library. City staff will be working on a separate Memorandum of Understanding for the shared operational aspects of that space. The proposed agreement has been reviewed by the city's attorney as well as Hennepin County legal counsel. Resources/Financial Impacts: • Budget – This project will be part of the 2028/2029 budget process. The pending construction schedule will determine the operational plan for Q4 of 2027 initial operations. • Implementation – Hennepin County/Hennepin County Library will implement the construction and operation of the library and tenant space. City of Edina, as a tenant, will operate the Art Center activities and operations. • Operation – Hennepin County/Hennepin County Library will operate the building, both annually maintenance and capital improvement needs. City of Edina will operate the Art Center activities and operations. Page 44 of 202 Relationship to City Policies: This lease agreement moves forward the city's 2024-2025 Budget Work Plan and Budget Pillar of Strong Foundation: "Develop and adopt a long-term plan for future of the Art Center building and delivery of art programs." Supporting Documentation: 1. Edina Art Center Lease with Hennepin County 2. Exhibit C Edina Art Center Lease Page 45 of 202 Contract No. A2412227 LEASE AGREEMENT THIS AGREEMENT, is made and entered into by and between the COUNTY OF HENNEPIN, a public body corporate and politic under the laws of the State of Minnesota, hereinafter referred to as “COUNTY” and the City of Edina, a municipal corporation, hereinafter referred to as “TENANT:’ RECITALS COUNTY intends to construct a new library building located at 7001 York Avenue South, Edina, Minnesota (“New Southdale Library”). TENANT desires to construct and lease space within the New Southdale Library to serve as the new location for the Edina Art Center (“Art Center”). Upon the terms and conditions hereinafter set forth, COUNTY has agreed to construct such new building and lease space therein to Tenant on the condition that Tenant enter into this Lease. In consideration of the covenants by and between the parties, it is hereby agreed as follows: I. BASIC DEFINITIONS AND PROVISIONS The following basic definitions and provisions apply to this Agreement: 1.1 Base Building. The items of construction and those improvements required to be furnished or performed by COUNTY, at its expense, in accordance with the Project Plans and the Schedule of Base Building Improvements Versus Tenant Improvements. 1.2 Building. A two-story library building consisting of approximately 67,370 rentable square feet (“RSF”) to be constructed on the Land. The final and exact RSF of each floor of the Building shall be measured by COUNTY or its designated agent based on the American National Standard Method of Measuring Floor Area in Office Buildings, ANSI Z65.1-1996, published by the Building Owners and Managers Association International (the “BOMA Standards”) as soon as practicable after the construction of the Building. COUNTY shall notify Tenant in writing of COUNTY’s determination of such measurements and the calculation of RSF of the Building and each floor thereof promptly following such measurement, and such measurements shall be confirmed by COUNTY and TENANT pursuant to the provisions of Sections 1.5 and 1.8 hereof. 1.3 Building Rules and Regulations. The reasonable rules and regulations to be established by COUNTY on or before the Commencement Date and at that time attached hereto as Exhibit G, as the same may from time to time be reasonably amended or supplemented by COUNTY, for the general safety, comfort and convenience of the owners, occupants and tenants of the Building. 1.4 Commencement Date. The date of Substantial Completion, or other such date no later than 15 days following the date of Substantial Completion as COUNTY Page 46 of 202 and Tenant may mutually agree. COUNTY shall pursue construction of the Project with due diligence and continuity so as to cause Substantial Completion of the Building to occur on or around the target date of July 1, 2027. The Commencement Date shall be established in the Commencement Certificate. 1.5 Commencement Certificate. COUNTY and Tenant agree to execute a Commencement Certificate for this Lease substantially in the form of Exhibit F attached hereto within ten (10) business days following Substantial Completion, accomplishing the following: (a) Confirming the Commencement Date; (b) Confirming the size, location and configuration of the Premises and the Building, and attaching as-built floor plans of the Premises; and (c) Confirming the RSF of the Premises and the Building, and establishing Tenant’s pro-rata share of the Building for the purposes of allocating operating costs. All measurements shall be made based on the BOMA Standards. (d) Establishing a schedule of annual and monthly Base Rent, by applying the per square foot rent rates established in Section V herein to the actual final RSF of the completed Premises. 1.6 Common Areas. All areas, improvements, facilities and equipment from time to time designated by COUNTY for the common use or benefit of the owner and tenants of the Building and their officers, partners, directors, employees, licensees, customers, contractors, and invitees (“Agents”), including, without limitation, entrances and exits, landscaped areas, exterior lighting, loading areas, pedestrian walkways, sidewalks, courtyards, concourses, stairs, exterior ramps, exterior utility lines and facilities, lobbies, elevators and their housing and rooms, common window areas, common walls, common ceilings, common trash areas, parking areas and the structured parking facility built to serve the Building. 1.7 Land. The approximately 7.74 acre parcel of land located in Edina, Minnesota upon which the Project is to be developed, as described on Exhibit A attached hereto. 1.8 Premises. The Premises of the Art Center shall be approximately 15,473 usable square feet (“USF”) consisting of approximately 14,924 USF on the second floor and 549 USF on the lower level of the Building, as depicted on Exhibit B attached hereto. The actual final RSF of the Premises shall be confirmed in the Commencement Certificate. 1.9 Project. The Building, the Building parking facilities, landscaping, all improvements and all replacements and additions to the Building or the parking area, now or hereafter standing upon or constructed on or under the Land, and in general conformity with the Project Plans. Page 47 of 202 1.10 Project Architect. Meyer, Scherer & Rockcastle, LTD (dba MSR Design), which is the architectural firm selected and employed by the COUNTY for architectural and engineering services for the Project. 1.11 Project Plans. The “Project Plans” shall mean the final working drawings, plans, and specifications for the construction of the Project shown on Exhibit C attached hereto, as the same may be modified from time to time with written approval by both parties. 1.12 Project Schedule. The schedule of dates described in Exhibit E attached hereto. 1.13 Substantial Completion. The date when the Building is complete, including, but not limited to, completion of the HVAC systems, plumbing, Common Areas, and the Tenant Improvements contemplated by the approved Project Plans, so that (i) the Project Architect has issued a certificate of substantial completion for the Project, (ii) the City of Edina has issued a temporary or conditional certificate of occupancy for the Building sufficient to permit Tenant’s occupancy of the entire Premises for the purposes specified in this Lease, (iii) the parking area is complete and useable, (iv) the only work remaining to be performed by the COUNTY consists of Punch-List items (as hereinafter defined), landscaping, or other site work on the Land, and (v) Tenant’s Architect has approved the Punch List. 1.14 Tenant’s Architect. Hammel, Green, and Abrahamson, (dba, HGA), Minneapolis, MN, which is the architectural firm selected and employed by the TENANT for architectural services for the Premise. 1.15 Tenant Improvements. The items of construction and those improvements required to be furnished or performed by COUNTY for the Premise, to be paid for by TENANT, in accordance with the Project Plans and the Schedule of Base Building Improvements Versus Tenant Improvements. II. PREMISES A. Lease of the Premises. In consideration of the agreements contained herein, COUNTY hereby leases the Premises to Tenant and Tenant leases the Premises from COUNTY, for the Term and upon the terms and conditions set forth in this Lease. Tenant shall have the non-exclusive right, together with County and/or other tenants of the Building and their Agents, to use the Common Areas as an appurtenance to the Premises. B. Rentable Square Foot Determination. The RSF of the Premises as set forth in the Commencement Certificate shall be conclusive for all purposes with respect to this Lease. Page 48 of 202 C. Common Areas. Tenant shall have non-exclusive access to the Common Areas of the Building. COUNTY has the exclusive right to (i) designate the Common Areas, (ii) change the designation of any Common Area and otherwise modify the Common Areas, and (iii) permit special use of the Common Areas, including temporary exclusive use for special occasions, provided that, any such change by COUNTY in or to the Common Areas shall not deprive Tenant of access to the Premises, unreasonably interfere with the use of the Premises, or reduce the RSF of the Premises or the number of parking spaces provided to Tenant under this Lease. Tenant shall not interfere with the rights of others to use the Common Areas. All use of the Common Areas shall be subject to the Building Rules and Regulations”. III. CONSTRUCTION A. COUNTY shall at its expense construct the Base Building in a good and workmanlike manner and in accordance with all applicable federal, state, and local laws, codes and ordinances, and in compliance with all private restrictions applicable to the Land, and substantially in accordance with the Project Plans and the Project Schedule. B. COUNTY shall, at Tenant’s expense, construct the Tenant Improvements in a good and workmanlike manner and in accordance with all applicable federal, state and local laws, codes and ordinances, and in compliance with all private restrictions applicable to the Land, and substantially in accordance with the Project Plans and the Project Schedule. C. The general contractor for the Project shall be selected by the COUNTY (the “General Contractor”). D. COUNTY acknowledges that Tenant has made its decision to enter into this Lease based partly on Tenant’s understanding of the Project Plans for the design and construction of the Project. COUNTY hereby represents and agrees that prior to the Commencement Date, it will not change the Project Plans without first obtaining Tenant’s written consent, if such change in the Project Plans would alter (i) the Premises, (ii) the Common Areas of the Building, (iii) ingress or egress to the Building or the Premises, or (iv) the configuration of the Building. If Tenant’s consent is required for any change, COUNTY shall submit changes in the Project Plans to Tenant for its approval, however, Tenant’s approval shall not to be unreasonably withheld or delayed. If Tenant does not advise COUNTY in writing of its disapproval of the changes, and a detailed explanation of the reasons therefore, within ten (10) business days after Tenant’s receipt of the details of the proposed changes, the same shall be deemed approved by Tenant in all respects. The Project Schedule shall be modified as appropriate as a result of such modifications to permit COUNTY reasonable additional time to complete construction of the Building. E. COUNTY shall pursue construction of the Project and the Building with due diligence and continuity so as to cause Substantial Completion of the Project and the Building to occur on or around the target date of July 1, 2027. Tenant's taking possession of the Page 49 of 202 Premises after the Commencement Date shall not relieve COUNTY of its obligation to correct any patent or latent defects associated with the Building including all Punch-List items. F. An as-built set of plans for the Premises shall be furnished to Tenant upon completion of the Project. G. On the Commencement Date, COUNTY and Tenant shall inspect the Premise and prepare a list of all items reasonably necessary to be completed in the Premise which, in the aggregate, are minor in character and do not materially interfere with Tenant’s beneficial use and occupancy of the Premises and the Common Areas, (the “Punch- List”), which Punch-List shall be initialed by a representative of both COUNTY and Tenant and Tenant’s Architect. COUNTY shall endeavor to complete all Punch-List items promptly. H. COUNTY agrees that Tenant and Tenant’s Agents shall have the right, but not the obligation, to inspect periodically the work being performed on the Premises. Such Tenant inspections will require advance notice to COUNTY. Tenant agrees that neither Tenant nor its Agents will interfere with the contractors, subcontractors or Agents of COUNTY, and Tenant agrees to indemnify and hold COUNTY harmless from any liability, damage, loss or costs incurred or suffered by COUNTY as a result of Tenant’s actions on the Premises during construction of the Project. I. During construction of the Project, COUNTY will provide updates to Tenant monthly on the status of all general categories of activity on the Project, including notice of delays or other occurrences of significance regarding the Project. J. COUNTY and Tenant respectively agree to use good faith efforts to meet the target date of Substantial Completion of the Project scheduled herein and otherwise to abide by the Project Schedule. (i) K. Pursuant to Section 3(B) above, Tenant shall pay, either directly or by reimbursing the COUNTY for actual costs incurred, the following costs of designing and constructing the Premise according to the Project Plans, together the “Tenant Improvement Costs”: the Tenant Improvements beyond the Base Building, in an amount not to exceed $7,331,157 unless approved in writing by Tenant; preparation of design, engineering, and construction documents for the Tenant Improvements; purchase and installation of Tenant’s furniture, fixtures, and equipment; interior design services for the Premises, if applicable. (iii) (iv) (ii) L. The General Contractor will be the contractor for construction of the Tenant Improvements. COUNTY shall disburse all payments due in connection with the Tenant Improvements directly to the Project Architect, General Contractor, and/or to any other appropriate parties as and when due. COUNTY shall cause all invoices or statements for labor, materials, fixtures, stored material and equipment constituting the Tenant Page 50 of 202 Improvements to be paid in full when due and shall cause the Tenant Improvements to be completed free of mechanics’ and materialmens’ liens and claims. COUNTY will periodicially send invoices and supporting documentation to Tenant for reimbursement of incurred Tenant Improvement Costs. Tenant shall remit reimbursement to COUNTY within 30 days of receipt of such invoices. M. COUNTY shall use environmentally friendly and sensitive materials in the construction of the Building. Tenant and COUNTY will work together to identify and incorporate into the design and construction of the Building and Premises methods and systems mutually agreeable to COUNTY and Tenant to achieve Minnesota B3 Standards for Sustainable Design (“B3”) standards. IV. TERM The term of this Lease shall be for a period of twenty (20) years from the Commencement Date (the “Initial Term” and collectively with any “Renewal Term”, as defined in Section VI, the “Term”). V. BASE RENT TENANT agrees to pay COUNTY monthly installments of base rent (“Base Rent”) commencing on the Commencement Date and continuing thereafter on the first day of each month of the Term. Payment shall be made payable on the first day of each month to: Hennepin County Treasurer and sent to the appropriate contact listed in Section XXV “NOTICES”. If this Lease commences or terminates at any time other than the first or last day of the month, the rent payment shall be prorated for that month. The Base Rent Schedule shall be as follows: Year Month 1 2 3 4 5 6 7 8 9 10 1 - 12 13 - 24 25 - 36 37 - 48 49 - 60 61 - 72 73 - 84 85 - 96 97 - 108 109 - 120 Annual Base Rent Rate (per square foot) $5.00 $5.25 $5.51 $5.79 $6.08 $6.38 $6.70 $7.04 $7.39 $7.76 Page 51 of 202 11 12 13 14 15 16 17 18 19 20 121 - 132 133 - 144 145 - 156 157 - 168 169 - 180 181 -192 193 - 204 205 - 216 217 - 228 229 - 240 $8.14 $8.55 $8.98 $9.43 $9.90 $10.39 $10.91 $11.46 $12.03 $12.63 VI. OPTION TO RENEW Upon no less than two hundred seventy (270) days and no more than seven hundred thirty (730) days written notice to COUNTY prior to the expiration of the last year of the Term of this Lease or subsequent Renewal Term, TENANT may renew the Lease for two (2) additional ten (10) year periods, provided TENANT is not in default under the terms of this Agreement, (each a “Renewal Term”). The Renewal Term shall operate under the same terms and conditions as this Lease, provided, however, that Base Rent may be adjusted to reflect then-current market rates as mutually agreed to by the parties and this agreement amended to depict the new rates, if any. VII. ADDITIONAL RENT – OPERATING COSTS A. Commencing on the Commencement Date and continuing on the first day of each month thereafter throughout the term of this Lease, as the same may be extended pursuant to Section IV, TENANT must pay to COUNTY, at the address established for notices pursuant to Section XXV, one twelfth of COUNTY’S most current estimate of TENANT’S pro rata share of annual “Operating Costs”, as defined in Section VII.C (“Additional Rent”). Subject to TENANT’S receipt of a rent invoice for the applicable month, TENANT agrees to pay Additional Rent to COUNTY when and as due. TENANT agrees that TENANT’S covenant to pay Additional Rent to COUNTY without abatement, setoff or deduction, except as may be expressly set forth in this Lease. If the Commencement Date is a day other than the first day of a month or if the Expiration Date or the date upon which the Lease terminates is a day other than the last day of a month, the Additional Rent due from TENANT to COUNTY pursuant to this Section VII shall be prorated on a per diem basis for the month in which the Commencement Date, Expiration Date or termination occurs. B. COUNTY’S current estimate of “Operating Costs” for the estimated first year of 2027 is $8.00 per RSF. Preceding each calendar year, or portion thereof, Page 52 of 202 COUNTY shall notify TENANT, of adjustments to COUNTY’S estimate of annual Operating Costs and TENANT’S pro rata share of annual Operating Costs for the upcoming calendar year. All notices from COUNTY to TENANT concerning increases or decreases of COUNTY’S estimated Operating Costs shall be sent to TENANT at the address shown in Section XXV of this Lease. Provided that TENANT has received COUNTY’S Rent Invoice not less than seventeen (17) days prior to the first day of the first month following COUNTY’S notice of estimated Operating Costs, TENANT must adjust the amount of its monthly Additional Rent payment pursuant to Section VII.A to conform to the COUNTY’S current estimate of TENANT’S pro rata share of Operating Costs effective as of the first day of the first month following the effective date of COUNTY’S notice to TENANT of COUNTY’S adjustment of the COUNTY’S estimate of annual Operating Costs. In the event that TENANT receives COUNTY’S Rent Invoice less than seventeen (17) days prior to beginning of a month, TENANT must adjust the amount of its monthly Additional Rent payment effective as of the first day of the second month following the effective date of COUNTY’S notice to TENANT, or such later date as set forth in COUNTY’S notice. Within a reasonable time after the expiration of each calendar year, COUNTY must provide TENANT with a written statement of actual Operating Costs and TENANT’S pro rata share of the actual Operating Costs for the preceding calendar year. If TENANT’S pro rata share of the actual Operating Costs for the preceding calendar year is more or less than the amount of Additional Rent TENANT paid in the preceding calendar year, COUNTY’S written statement must state the amount of the credit due from COUNTY to TENANT for any overpayment of Operating Costs or the Amount of the Additional Rent TENANT owes to COUNTY for any underpayment of Operating Costs. TENANT shall pay any amounts due to COUNTY pursuant to this Section VII.B within thirty (30) days of receipt of COUNTY’S written statement. C. The term “Operating Costs” as used herein shall mean all expenses and costs (but not specific costs which are separately billed to and paid by specific tenant) COUNTY incurs in connection with the repair, replacement, maintenance and operation of the Building and all equipment, improvements, sidewalks, skyways and driveways located on or within or serving the Building, including but not limited to: 1. Wages, salaries, and related expenses of all on-site employees engaged in the operation, maintenance and security of the Building. 2. The cost of all supplies and materials used in the operation and maintenance of the Building. 3. The cost of utilities, including water and power, heating, steam, lighting, air conditioning, ventilation and chilled water for the non- exclusive Common Areas of the Building. Page 53 of 202 4. The amounts due under any maintenance or service agreements for the Building and the equipment therein, and administrative costs for services which are directly connected to the operation of the Premises. 5. The costs of all insurance COUNTY maintains with respect to the Property, including, but not limited to, fire casualty and liability insurance applicable to the Building. 6. Any and all costs COUNTY incurs in connection with the maintenance of the Common Areas and any costs related to public areas of the Building, including but not limited to all sidewalks, landscaping, drives, parking and service areas. 7. All taxes, special assessments or similar changes, ordinary and extraordinary, unforeseen as well as foreseen, of any kind which are due and payable with respect to the Building, COUNTY’S operations in and on the Building or the rent provided for in this Lease. 8. The costs of Building security services. 9. Janitorial and cleaning for the Common Areas of the Building. 10. Amounts due under any agreements for management of the Building provided that such costs, together with administrative costs for services directly connected to the Building, do not exceed three percent (3%) of the annual gross rent paid excluding the administrative and management costs themselves. 11. The cost of any capital improvements made to the Building subsequent to the date of the Lease that are intended to reduce Operating Costs or limit increases therein. D. The term “Operating Costs” shall not include capital improvements to the Building (except as described in Section VII.C.11); structural repairs or replacements occasioned by insured casualties as required herein; expenses incurred in leasing or procuring tenants, commissions, advertising expenses, expenses for renovating space for new tenants; legal expenses incurred in enforcing the terms of any other lease; interests or principal payments on any mortgage or other indebtedness of COUNTY; appreciation allowance or expense of any income tax, estate tax, inheritance tax, succession tax, capital levy, capital stock, or transfer tax. Pursuant to Minnesota Statues, Section 16C.05, subdivision 5, COUNTY agrees that TENANT, the State Auditor, Legislative Auditor, or any of their duly authorized representatives, at any time during normal business hours and as often as they may reasonably deem necessary, shall have the right to examine COUNTY’S accounting procedures Page 54 of 202 and practices that are relevant to this Lease, and to examine, audit, excerpt or transcribe any of COUNTY’S books, documents, papers, records, etc., that are relevant to this Lease, during the term of this Lease and for six (6) years after termination or cancellation of this Lease. E. Any expense which is wholly allocable to the sole benefit of TENANT shall be wholly allocated to TENANT and not prorated among other tenants or Building users and shall be payable by TENANT to COUNTY as Additional Rent. VIII. TENANT’S RESPONSIBILITIES A. TENANT is permitted to install, at its sole expense, furniture, fixtures, and equipment on the Premises on or following the Commencement Date. Any material changes in fixtures or equipment installed by TENANT within the Premises subsequent to the Commencement Date are subject to COUNTY’S prior written consent, which shall not be unreasonably withheld. B. TENANT agrees to permit COUNTY, its officers, agents, employees, and contractors to enter the Premises at all reasonable times to view or to show the Premises to parties wishing to purchase or make repairs, alterations, or improvements to the Building or the Premises, and insert tools, appliances, or other materials as they may deem necessary for the purpose of making repairs, alterations, and improvements, and there shall be no diminution of rent by TENANT nor liability on the part of COUNTY by reason of inconvenience, annoyance, or injury to business. C. TENANT will not make alterations, do any remodeling or redecoration of or addition/installations to the Premises without the prior written approval of COUNTY; and all alterations, additions, or improvements which may be made by either TENANT or COUNTY upon the Premises, except movable furnishings and equipment owned by TENANT, shall be the property of COUNTY, unless otherwise permitted in writing by COUNTY, and shall remain upon and be surrendered with the Premises at the termination of this Lease or any extension of it. TENANT is responsible for the installation of its own telephone, internet, communications, and fax equipment and lines and related monthly or periodic costs. D. TENANT will not permit any mechanic’s, laborer’s or materialmen’s liens to stand against the Premises, Building, or Property, for any labor or material furnished to or for the account of TENANT, or claimed to have been so furnished in connection with any work performed or claimed to have been performed, on or about the Premises. If a lien is filed, TENANT shall, within 24 hours of receipt of notice of lien, give notice of the lien to COUNTY; TENANT shall, within 10 days of receiving notice of the lien, make payment of the amount owing to the lien claimant. However, TENANT may contest the lien, in good faith, provided that within the 10-day period TENANT provides COUNTY with a surety bond issued by a company acceptable by COUNTY, protecting against the lien in an amount of at least one and one-half (1 ½) times the amount claimed as a lien. Page 55 of 202 TENANT’S failure to discharge the lien, or, if contested, to provide a bond shall constitute a default under this Lease. In addition to any right or remedy of COUNTY, COUNTY may, at its option, discharge the lien of record by paying the amount claimed to be due, and TENANT shall reimburse COUNTY for the lien amount and all costs and expenses incurred by COUNTY, including reasonable attorney’s fees, related to discharging the lien, which sum shall be due and payable by TENANT as additional rent on the date of its next payment. E. TENANT shall promptly pay to COUNTY, upon request, an amount equal to any cost incurred by COUNTY in repairing the Premises or public areas in the Building or Property where such repairs were made necessary by the negligence of or misuse by TENANT, its agents, employees, customers, officers, licensees, or invitees. F. TENANT, at TENANT’S sole cost and expense, shall pay when due the cost of all utilities used in the Premises, all of which shall either be separately metered and billed directly to TENANT by the respective utility companies, or billed to TENANT by COUNTY as follows: a. The cost of domestic water service for the Premises shall be billed directly to TENANT by the domestic water service provider. b. The cost of sanitary sewer service for the Building shall be billed to COUNTY by the sanitary sewer service provider. COUNTY shall bill to TENANT and TENANT shall pay when due to COUNTY the cost of sanitary service to the Premises based on the actual proportion of domestic water consumed. c. The cost of storm sewer service for the Building shall be billed to COUNTY by the storm sewer service provider. COUNTY shall bill to TENANT and TENANT shall pay when due to COUNTY the cost of storm sewer service based on TENANT’s pro rata share of the Building. d. The cost of natural gas for the Premises shall be billed directly to TENANT by the natural gas provider. e. The cost of electricity for the Premises shall be billed directly to TENANT by the electricity provider when possible. The cost of electricity attributable to the Premises which is not directly billed to TENANT by the electricity provider, including by way of example electricity used by the Building ground source heat pump system, shall be billed to TENANT by COUNTY based on actual consumption as measured by private submeters. G. TENANT, at TENANT’S sole cost and expense, shall be responsible for the contracting of janitorial services and payment of those services and janitorial supplies for the Premises. However, TENANT and COUNTY may mutually agree to coordinate janitorial services, or to procure services from the same vendor. G. TENANT shall be responsible for the repair and replacement of plate glass, glass doors, and windows of the Premises. Page 56 of 202 H. TENANT shall be responsible for the repair and replacement of appliances, equipment, or mechanical systems which exclusively serve the Premises. IX. TAXES AND ASSESSMENTS A. TENANT shall pay, before delinquency, all real property taxes or similar charges or impositions of any kind assessed in lieu of real property taxes, extraordinary or ordinary, unforeseen as well as foreseen, which are attributable to the occupancy, activities, or operations of TENANT in the Building. B. TENANT shall pay, before delinquency, its pro rata share of any special assessments or charges of any kind imposed during the term of this Lease against the Building or COUNTY for local improvements or municipal services. TENANT’S pro rata share shall be that proportion of any assessments or charges which the total number of square feet of floor space of the Premises bear to the total number of square feet of floor space in the Building, provided that, at COUNTY’S option, COUNTY may pay all or any part of any amount of the special assessment charges, and to the extent of that payment, TENANT shall be relieved of the payment obligation. C. TENANT shall pay, before delinquency, all municipal, county, state, or federal taxes that might be assessed during the term of this Lease against personal property of any kind, owned by and placed in, upon, or about the Premises. D. TENANT shall have the right to contest or review by legal proceeding, or in another manner as it may deem suitable (which, if instituted, TENANT shall conduct promptly at its own expense, and free of any expense to COUNTY) any tax, assessment, or other governmental imposition or charge as discussed in this Lease. TENANT may defer payment of a contested item upon condition that, in instituting any such proceeding, TENANT hereby agrees to defend and hold COUNTY, its officers, and employees harmless from any and all claims, costs, or fees arising, directly or indirectly, from the failure of TENANT to pay any tax, assessment, charge, or imposition, including any interest, fine, or penalty. TENANT, however, shall promptly pay the contested item, if, at any time, the Premises or any part shall be in danger of being sold, forfeited, or otherwise lost. The legal proceeding referred to shall include an appropriate proceeding to review tax assessments and appeals from any related judgment, decree, or order, but the proceeding shall be begun as soon as possible after receipt by TENANT of the appropriate governmental unit, and shall be prosecuted to final adjudication with dispatch. E. Nothing contained in this Lease shall be construed to require TENANT to pay any income or profit tax or capital levy that is or may be imposed upon COUNTY, provided, however, that in any case where a tax may be imposed upon income arising from the rent for the use or occupancy of the Premises in lieu or as a substitute, in whole or in part, for a tax, assessment, or other governmental imposition or charge with respect to the Premises, TENANT shall pay the same. Page 57 of 202 X. COUNTY’S RESPONSIBILITIES A. COUNTY shall provide adequate heat, ventilation, air conditioning, electricity, toilet facilities, trash removal, maintenance and janitorial services for all Common Areas of the Building; however, it is agreed that COUNTY does not warrant that any utilities or services will be free from interruption. Interruption of utilities or service shall never be deemed an eviction or disturbance of TENANT’S use and possession of the Premises or render COUNTY liable to TENANT for damage or relieve TENANT from performance of TENANT’S obligations under this Lease. B. COUNTY shall be responsible for structural and exterior maintenance of the Building and Common Areas. C. COUNTY shall be responsible for the exterior window washing of the Building including the exterior windows of the Premises. TENANT will be responsible for the interior window washing of the Premises. D. COUNTY shall be responsible for liability insurance, property and fire insurance, and extended coverage insurance for the Building. E. COUNTY shall provide custodial and janitorial services for the Common Areas. XI.SURRENDER OF PREMISES TENANT shall, at any time on or before expiration or termination of this Lease and at its expense, remove TENANT’S personal property, equipment, trade fixtures, drapes and furnishings, and that of all persons claiming right of possession of same under TENANT, and TENANT shall at the expiration or termination of this Lease quit and deliver up the Premises to COUNTY peaceable and quietly in as good order and condition as they were in on the commencement date of this Lease or were thereafter placed by COUNTY, reasonable wear and tear excepted. Any property left in the Leases Premises thirty (30) days after the expiration or termination of this Lease may be disposed of by COUNTY as COUNTY deems expedient. TENANT shall thereupon promptly reimburse COUNTY for all expenses incurred by it in such disposal. XII. TENANT LIABILITY, INDEMNIFICATION, AND INSURANCE A. TENANT agrees to defend, indemnify, and hold harmless the COUNTY, its officials, officers, agents, volunteers and employees from any liability, claims, causes of action, judgments, damages, losses, costs, or expenses, including reasonable attorney’s fees, resulting directly or indirectly from any act or omission of TENANT, its subcontractors, anyone directly or indirectly employed by them, and/or anyone for whose acts and/or omissions they may be liable in the performance of this Lease, and against all loss by reason of the failure of TENANT to perform fully, in any respect, all obligations under this Lease. Page 58 of 202 Nothing herein shall be deemed a waiver of the limitations on liability set forth in Minnesota Statutes §§ 466.02 and 466.04, or other applicable law, such limitations on liability being expressly reserved herein. B. In order to protect itself and those listed above under the indemnification provisions, TENANT agrees at all times during the term of this Lease, and beyond such term when so requested, to keep in force the following insurance coverages: Limits 1. Commercial General Liability on an occurrence Basis with contractual liability coverage: General Aggregate Products – Completed Operations Aggregate Personal and Advertising Injury Each Occurrence – Combined Bodily Injury And Property Damage $2,000,000.00 $2,000,000.00 $1,500,000.00 $1,500,000.00 2. Worker’s Compensation and Employer’s Liability a. Worker’s Compensation Statutory If the contractor is based outside the state of Minnesota, coverage must apply to Minnesota laws. b. Employer’s Liability. Bodily Injury by: Each accident: Disease – Policy Limit Disease – Each Employee $500,000.00 $500,000.00 $500,000.00 An umbrella or excess liability policy over primary liability insurance coverages is an acceptable method to provide the required insurance limits. The above establishes minimum insurance requirements. It is the sole responsibility of TENANT to determine the need for and to procure additional insurance that may be needed in connection with this Lease. Copies of insurance policies shall be submitted to COUNTY upon request. C. TENANT shall not commence work until it has obtained required insurance and filed with COUNTY a properly executed Certificate of Insurance that clearly evidences the required insurance coverages. The Certificate shall name Hennepin County as the certificate holder and as an additional insured for the Commercial General Liability coverage with respect to operations covered under the Lease. The certificate should also show that Hennepin County will receive 30 days prior written Page 59 of 202 notice in the event of cancellation, non-renewal, material change in any described policies D. TENANT shall furnish to COUNTY updated Certificates during the term of the Lease as insurance policies expire. If TENANT fails to furnish proof of insurance coverages, COUNTY may pursue any right or remedy allowed under the Lease, law, equity, and/or statute. E. COUNTY shall not be liable for theft, damage to or loss of property belonging to or in the possession of TENANT, its officers, agents, employees, contractors, licensees, or invitees. TENANT shall, at its expense, obtain and keep in force fire and extended coverage insuring covering TENANT’S personal property, trade fixtures, furniture, and improvements made by TENANT. The policy is to include a “waiver of subrogation” clause so long as such clauses are legally enforceable and/or permissible in Minnesota. XIII.COUNTY LIABILITY, INDEMNIFICATION, AND INSURANCE COUNTY shall indemnify and hold harmless TENANT, its officers and employees A. from and against liability, loss, damage, costs, and expenses which TENANT or its employees from and against liability, loss, damage, costs, and expenses which TENANT or its employees or agents may hereafter sustain, incur, or be required to pay resulting from the performance of this Lease, provided that any claim, damage, loss, or expense is: 1. Attributable to personal or bodily injury, sickness, disease, or death or to injury to or destruction of tangible personal property (other than personal property covered or coverable by insurance pursuant to Section XII.E. of this Lease; and 2. Caused solely by any negligent acts or omissions of COUNTY or anyone directly or indirectly employed by COUNTY or anyone for whose acts COUNTY may be liable; but excluding any claim, damage, loss or expense attributable to any criminal acts. Nothing herein shall be deemed a waiver of the limitations on liability set forth in Minnesota Statutes §§ 466.02 and 466.04, or other applicable law, such limitations on liability being expressly reserved herein. B. In order to protect itself as well as TENANT under the indemnity provision in this Lease, COUNTY will entertain such claims in an amount not more than Five Hundred Thousand Dollars ($500,000.00) per claimant for death, bodily injury, personal injury, property loss and/or damages and One Million Five Hundred Thousand Dollars ($1,500,000.00) for total personal injury, bodily injury, property loss and/or damages arising from any one occurrence, or limits which may be subsequently established in Page 60 of 202 Minnesota Statute § 466.04. COUNTY warrants that it is self-insured and is able to comply with the foregoing indemnification and insurance coverage requirements. C. COUNTY, at its expense, may procure fire, windstorm, and extended coverage insurance on the Building. The policy is to include a “waiver of subrogation” clause so long as such clauses are legally enforceable and/or permissible in Minnesota. COUNTY and TENANT hereby mutually waive subrogation for damages to property so long as such waivers are enforceable and/or permissible in Minnesota. XIV. SIGNS TENANT shall not permit any signs, lettering, advertisement, notices, donor recognition, or displays on the windows, doors, walls, or any other surfaces or areas of the Building, including the outside perimeter of the Premises, except with the prior written consent of COUNTY, which consent shall not be unreasonably withheld. Any sign, lettering, advertisement, notice, donor recognition, or display not so approved may be removed by COUNTY at TENANT’S expense. XV. ASSIGNMENT OR SUBLEASE BY TENANT TENANT shall not assign or sublease nor allow occupancy by anyone other than TENANT’S personnel of any part of the Premises to anyone without first obtaining the written consent of COUNTY. Consent by COUNTY to one or more assignments of this Lease or to one or more subleases of the Premises shall not operate as a waiver of COUNTY’S rights under this clause. No assignment shall release TENANT of any of its obligations under this Lease nor be construed as a waiver of any of COUNTY’S rights. COUNTY shall have the right to terminate this Lease if TENANT fails to comply with the terms of this clause. If TENANT assigns or subleases the space at a rent rate that is higher than the current rent rate of this Lease, then COUNTY shall receive from TENANT as additional rent the dollar amount difference between what the Subtenant pays for rent and the then current rent rate of this Lease. XVI. COMPLIANCE WITH ORDINANCES, RULES, AND REGULATIONS: NUISANCE A. TENANT agrees not to occupy, use, or permit any portion of the Premises to be occupied or used for any business or purpose which, in the reasonable judgment of COUNTY, would: 1. Violate any covenant, agreement, term, provision, or condition of this lease, or is unlawful or disreputable; 2. Impair or interfere in any way with any of the building services or the proper economic heating, air conditioning, cleaning, or other service of the Premises or Building or impair or interfere with the use of any of the other areas of the Building by, or occasion discomfort, inconvenience, or Page 61 of 202 annoyance to, any of the other tenants of the Building or impair the appearance of the Building; 3. Be prejudicial to the business of COUNTY, reflect unfavorably on COUNTY or the Building, or confuse or mislead the public as to any connection or relationship between COUNTY and TENANT; 4. Violate any condition imposed by the standard fire insurance policy issued for the Building, or permit anything to be done which would in any way be deemed to be extra hazardous or to increase the rate of fire insurance coverage on the Building or its contents. 5. Permit odors to permeate the Common Areas and/or other parts of the Building. B. TENANT, its employees, officers, agents, invitees, licensees, and contractors will comply with the Building Rules and Regulations, and with all laws, ordinances, and regulations of Federal, State, and local government agencies insofar as they apply to TENANT’S occupancy of the Premises. TENANT shall observe and comply with the reasonable rules and regulations adopted by COUNTY from time to time for the safety, care, and cleanliness of the Premises and the Building and for the preservation of good order therein. C. TENANT agrees not to install any vending machines on the Premises without the prior written consent of COUNTY. XVII. INDEPENDENT CONTRACTOR It is agreed that nothing in this Lease is intended or should be construed in any manner as creating or establishing the relationship of joint ventures between the parties or as constituting the COUNTY as agent, representative, or employee of TENANT for any purpose or in any manner whatsoever. TENANT is to be and shall Remain an independent contractor under this Agreement. Any and all personnel of TENANT or other persons, while engaged in the performance of any activity under this Lease, shall have no contractual relationship with COUNTY, and any and all claims that may or might arise under the worker’s compensation act of the State of Minnesota on behalf of the personnel or other persons while so engaged, and any and all claims whatsoever on behalf of any such person or personnel arising out of employment or alleged employment including without limitation claims of discrimination against TENANT, its officers, agents, contractors, or employees shall in no way be the responsibility of COUNTY; and TENANT shall defend, indemnify, and hold COUNTY, its officers, agents, and employees harmless from any and all such claims, regardless of any determination of any pertinent tribunal, agency, board, commission, or court. Such personnel or their persons shall not require or be entitled to any compensation, rights, or benefits of any kind whatsoever from COUNTY, including, without limitation, tenure Page 62 of 202 rights, medical and hospital care, sick and vacation leave, worker’s compensation, disability, severance pay, and P.E.R.A. XVIII. ASSIGNMENT BY COUNTY COUNTY shall have the right to transfer and assign all of its right, interest, and obligations in the Premises and the Building, provided, however, that any transfer or assignment shall be subject to the provisions of this Lease, whereupon, TENANT shall continue to comply with the provisions of this Lease. No further liability shall accrue to COUNTY with the exception of claims previously asserted by TENANT which have not been resolved. XIX. CHANGE IN OWNERSHIP If the ownership of the Premises or the name or address of the party entitled to rent hereunder shall be changed, TENANT may continue to pay the rent accrued and to accrue hereunder to the party to whom and in the manner which the last preceding installment of rent was paid, until receipt of proper notice of the change, and each payment shall, to the extent thereof, exonerate and discharge the TENANT. XX. EMINENT DOMAIN If the Premises are taken for public use under the right of eminent domain, this Lease shall expire on the date when possession is taken. If a part only of the Premises is taken for public use under the right of eminent domain, and if the remainder, in the opinion of TENANT, is not suitable for TENANT’S purpose, TENANT may cancel this Lease. Damage awards of any kind shall belong solely to COUNTY, except that TENANT shall be entitled to any award for loss or damage to TENANT’S trade fixtures. XXI. RESTORATION AND REPAIR If the Building is damaged by fire, the elements, or any other casualty, COUNTY shall have the right to terminate this Lease, provided that it gives written notice to TENANT within ninety (90) days after the damage or destruction. If a portion of the Premises is damaged by fire or other casualty and this Lease is not terminated, COUNTY shall restore the Premises, at its expense, to as near as reasonably possible to the condition which existed immediately prior to the damage or destruction. COUNTY shall not be responsible to TENANT for damage to or destruction of TENANT’S furniture, furnishings, equipment, or other personal property in, on, or about the Premises, unless caused by the negligent or willful acts of COUNTY, its agents or employees. XXII. HOLDING OVER Page 63 of 202 In the event of holding over by TENANT after expiration or termination of this Lease without written consent of COUNTY, TENANT shall pay as liquidated damages one and one half (1 ½ ) times the Base Rent and additional rent for operating costs as defined in Section VII, "Additional Rent - Operating Costs", which TENANT was obligated to pay for the month immediately preceding the end of term of this Lease. No holding over by TENANT after the term of this Lease shall operate to extend the term. If TENANT holds over after the expiration or termination of this Lease without the written consent of COUNTY, TENANT shall indemnify COUNTY against all claims for damages by any other tenant to whom county may have leased all or any part of the Premises. Any holding over with the consent of COUNTY, in writing, shall thereafter constitute this Lease as a month-to-month lease, subject to all of the provisions, conditions, and obligations of this Lease that can be applicable to a month-to-month lease. XXIII. ATTORNEY’S FEES AND COURT COSTS The prevailing party in a lawsuit for the enforcement of this Lease or any part of it, or the collection of any rent due or to become due, or the recovery of possession of the Premises, shall be entitled to reasonable attorney’s fees and court costs upon application to the county having proper jurisdiction XXIV. DEFAULT BY TENANT A. TENANT may be deemed to be in default if rent payments due under this Lease remain unpaid for fifteen (15) days after written notice from COUNTY; and/or if TENANT fails to perform other covenants which it is required to perform under the terms and conditions of this Lease, with the exception of those disputes which must be resolved by a court of competent jurisdiction, which continue after thirty (30) days written notice by COUNTY. B. If any or all of the above conditions occurs, COUNTY may elect to exercise any of the following remedies at law or in equity: 1. COUNTY may terminate this Lease and by legal process repossess the Premises and be entitled to recover damages, which may include: (i) the cost of recovering the Premises; (ii) the unpaid rent owed at the time of termination, plus interest thereon from the due date; (iii) the balance of the rent for the remainder of the term less the fair market value of the Premises for the period; and (iv) any other sum of money as may be determined fair and equitable under the circumstances by the court having jurisdiction over the matter. 2. COUNTY may terminate TENANT’S right of possession (but not this Lease) and may repossess the Premises upon reasonable notice to TENANT and without terminating this Lease, in which case, COUNTY will make a good faith effort to relet the Premises for the account of TENANT at comparable market rental rates and upon comparable terms. For the purpose of reletting, Page 64 of 202 COUNTY is authorized to restore the Premises to building standard and (i) if COUNTY fails to relet the Premises or (ii) if the Premises are relet and a sufficient sum shall not be realized from the reletting after paying the unpaid rent due under this Lease earned but unpaid at the time of reletting plus interest in accordance with Minnesota Statutes, the cost of recovering possession and all of the costs and expenses of repairs, changes, alterations, and additions by COUNTY and the expense of reletting and collection of the rent accruing therefrom to satisfy the rent due under this Lease, then TENANT shall pay to COUNTY, as damages, a sum equal to the amount of rent reserved in this Lease for such period or shall satisfy and pay any deficiency upon presentation of a proper invoice for it from time to time, and TENANT agrees that COUNTY may file suit to recover any sums falling due under the terms of this clause. Notwithstanding any reletting without termination, COUNTY may, at any time thereafter, elect to terminate this Lease for the previous breach. 3. If TENANT’S default can be cured by the expenditure of money, COUNTY may, but without obligation and without limiting any other remedies which it may have, cure the default, charge the reasonable cost thereof to TENANT, and TENANT shall pay the same within thirty (30) days of written demand, together with interest thereon at the maximum rate allowed by law. XXV. NOTICES Any notice or demand, which may or must be given or made by a party, under The terms of this Lease or any statute or ordinance, shall be in writing and shall be sent registered or certified mail to the other party addressed as follows: TO TENANT: TO COUNTY: City of Edina Attn: Parks and Recreation Director 4801 W. 50th St. Edina, MN 55424 Email Address: pvetter@edinamn.gov Hennepin County Real Estate Manager, Facility Services 300 South Sixth Street Minneapolis, MN 55487 Email Address: realestate@hennepin.us PAYMENTS TO: Hennepin County Accounts Receivable 300 South Sixth Street Mail Code 129 Minneapolis, MN 55487 Page 65 of 202 Either party may designate a different addressee or address at any time by giving written notice thereof as above provided. Any notice delivered by hand shall be deemed received upon actual delivery. XXVI. QUIET ENJOYMENT COUNTY covenants that it is well seized of and has good right to lease the Premises, will warrant and defend the title thereto and will indemnify against any damage and expense which TENANT may suffer by reason of any lien, encumbrance, restriction, or defect in its title to or the description of the Premises. COUNTY further warrants and covenants that the Premises may be used for the purposes herein contemplated throughout the term of this Lease and any extension, and TENANT shall quietly enjoy the Premises for the full term granted and for all extensions provided. XXVII. NONDISCRIMINATION AND AFFIRMATIVE ACTION POLICY A. In accordance with COUNTY’S policies against discrimination, TENANT agrees that it shall not exclude any person from full employment rights or participation in, or the benefits of, any program, service or activity on the grounds of race, color, creed, religion, age, sex, disability, marital status, sexual orientation, public assistance status; and no person who is protected by applicable Federal or State laws against discrimination shall be otherwise subjected to discrimination. B. Pursuant to Hennepin County Board Resolution, if this Agreement is for a sum over $100,000 or is one of several current contracts with said TENANT totaling more than $100,000, or is amended to exceed $100,000; and said TENANT has not submitted to COUNTY a current approved Affirmative Action Plan (“AAP”) from another governmental jurisdiction, then said TENANT shall have a current Affirmative Action Plan, approved by COUNTY’S Contract Manager, Purchasing and Contract Services Division, on file at TENANT’S facility. TENANT hereby agrees to keep the AAP current and available for review by COUNTY’S Contract Manager during the term of this Lease and any extension thereto. TENANT also agrees to submit an Annual Workforce Report (Hennepin County Form CC400) to COUNTY’S Contract Manager, Purchasing and Contract Services Division. C. TENANT also agrees that COUNTY shall have access to the AAP and the right to make on-site visits from time to time during normal business hours for the purpose of determining compliance with the aforementioned requirements. If TENANT fails to demonstrate good faith efforts to correct identified deficiencies, and/or fails to submit requested reports or information required by COUNTY, and/or has engaged in discriminatory practices, COUNTY may consider such action or failure to act a condition of Default under this Lease and COUNTY may exercise any and all remedies available to it in law or in equity. D. TENANT shall not be required to submit evidence of an approved AAP under the following circumstances: Page 66 of 202 1. The Lease is a contract with a government entity, a contract under a cooperative purchasing agreement, a contract where the county is receiving funds; 2. This Lease is for the occupancy or possession of space in response to emergency or life safety (threatening) related circumstances; 3. This Lease is with a TENANT who has an average of thirty (30) or fewer full-time/benefit-earning employees during the twelve (12) months preceding the execution of this Lease. XXIII. WAIVER OF COVENANTS Failure of COUNTY or TENANT to insist, in any one or more instances, upon strict performance of any term, covenant, or condition of this Lease or to exercise any option in it shall not be construed as a waiver or a relinquishment for the future of the term, covenant, condition, or option, but the same shall remain in full force and effect. The receipt by COUNTY of rents with knowledge of a breach in any of the terms, covenants, or conditions of this Lease to be kept and performed by TENANT shall not be deemed to have waived any provision of this Lease unless expressed in writing and signed by COUNTY and TENANT. XXIX. RULES AND REGULATIONS TENANT shall use the Premises and the Common Areas of the Building in accordance with the terms of this Lease and the Building Rules and Regulations. TENANT shall use its best efforts to cause TENANT’S customers, employees and invitees to abide by such rules and regulations. XXX. PARKING BUILDING will have approximately one hundred (100) underground public parking stalls and approximately fifty (50) public surface parking stalls, together referred to as (“Parking Stalls”). Parking Stalls will be available to the public, including COUNTY and TENANT staff, on a first come first serve basis with neither COUNTY or TENANT having priority for the Parking Stalls, provided that COUNTY may reserve certain stalls for dedicated use by Building staff or employees. XXXI. MISCELLANEOUS A. This Lease shall be binding upon and inure to the benefit of COUNTY its successors and assigns and shall be binding upon and inure to the benefit of TENANT, and to the extent assignment may be approved by COUNTY, TENANT’S successors or assigns. Page 67 of 202 B. If any term or provision of this Lease, with the exception of those terms or provisions which pertain to the quiet enjoyment and occupancy of the Premises by TENANT for the intended business purpose, is deemed invalid or unenforceable by any recognized tribunal, including a certified mediator, arbitrator, or court of competent jurisdiction, the remainder of this Lease shall be valid and enforceable to the extent permitted by law. C. The captions in this Lease are for convenience only and are not part of this Lease. D. This Lease is declared to be a Minnesota contract, and all of the terms of the Lease shall be construed according to the laws of the State of Minnesota. LIST OF EXHIBITS Exhibit A - Description of Land Exhibit B – Depiction of Premises Exhibit C - Project Plans Exhibit D - Schedule of Base Building Versus Tenant Improvements Exhibit E - Project Schedule Exhibit F - Form of Commencement Certificate Exhibit G - Building Rules and Regulations (the remainder of this page left intentionally blank) Page 68 of 202 TENANT, having signed this Lease, and the Hennepin County Board of Commissioners having duly approved this Lease and pursuant to such approval, the proper County officials having signed this Lease, the parties hereto agree to be bound by the provisions set forth herein. Reviewed by County Attorney’s Office: COUNTY OF HENNEPIN By:_____________________________ Sr. Assistant County Attorney By:______________________________ Chair of its County Board Date:___________________________ Date:_______________________________ By:________________________________ County Administrator Date:_______________________________ RECOMMENDED FOR APPROVAL By :___________________________ Department Director, Facility Services Date:___________________________ CITY OF EDINA By:_____________________________ James B. Hovland, Mayor Date: By:_____________________________ Scott H. Neal, City Manager Date:____________________________ Page 69 of 202EXHIBIT A Legal Description of the Land Street Address: 7001 York Ave S, Edina, MN 55435 Parcel Identification: 3202824210001 Legal Description: Per Certificate of Title No. 461037: All that part of the North Half of the Northwest Quarter of Section 32, Township 28, Range 24, Lying Northerly of the Westerly extension of the centerline of West 71st Street according to the plat of Joe Maurer’s 1st Addition and Easterly of the Southerly extension of a line parallel with and 60 feet Westerly of the Easterly line, as measured at right angles thereto, of Tract L, Registered Land Survey No. 629. Page 70 of 202 Exhibit B - Depiction of PremisesPage 71 of 202Page 72 of 202Page 73 of 202EXHIBIT C Project Plans <see separate attachment> Page 74 of 202 EXHIBIT D Base Building Improvements Versus Tenant Improvements Scope Item Division 1 General conditions and staffing costs are allocated proportionally. General Requirements Division 2 Demolition of existing building and site Salvage of glass from existing building and shipping to Gilasi for manufacture Division 3 Concrete foundations and walls for main building Concrete floor structure and slabs for main building Concrete pads for mechanical equipment Concrete topping slabs and geofoam infill at concrete floors Concrete foundation and slab for exterior kiln enclosure Cement board underlayment at access flooring throughout building Division 4 Masonry walls at lower-level parking garage Division 5 Steel columns, framing, and metal deck for main building Metal fabricated stairs and handrails, and guardrails Cold formed truss structure supporting EAC studio ceilings Rooftop equipment screen supports Steel structure and miscellaneous metals for exterior kiln enclosure Division 6 Mass timber structure at level 2 Rough carpentry, backing, and blocking within EAC areas on level 2 Base Building Tenant Improvement X X X X X X X X X X X X X X X X X X X Scope Item Base Building Tenant Improvement Page 75 of 202 Rough carpentry, backing, and blocking at all other areas Millwork, countertops, and casework within EAC areas at level 2 Millwork, countertops, and casework within EAC workshop at lower level Reception desk at level 2 Countertop at atrium guardrail on level 2 Millwork and casework at all other areas Division 7 Damp proofing & waterproofing Air barriers Metal panels, fins, girts, and insulation at exterior wall systems Entrance canopies and exterior soffit systems Metal panel walls and roof at exterior kiln enclosure Metal fins at exterior kiln enclosure Miscellaneous fire stopping and caulking within EAC areas Miscellaneous fire stopping and caulking at all other areas Membrane roofing, flashing, and sheet metal Division 8 Exterior glazing assemblies and glass vestibules Mechanical louvers and vents at parking garage Hollow metal framed doors and hardware at exterior walls and parking garage Pocket doors at EAC kitchenette and gift shop Division 9 Demising walls between library and EAC areas Mechanical and elevator shaft walls in EAC areas Drywall on perimeter walls within EAC areas Drywall ceiling framing & finishes with EAC areas Drywall wall assemblies within EAC areas Drywall wall and ceiling assemblies at all other areas Access floor system throughout building Sealed Concrete underneath access flooring Cleaning of access floor areas during construction Floor finishes and base within EAC areas Wall and ceiling finishes within EAC areas Acoustic spray foam at EAC areas Final clean for EAC areas Floor protection in EAC areas during construction X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X Page 76 of 202 Division 10 Demountable glass partitions in demising walls Demountable glass partitions within EAC areas Demountable framed doors and hardware in demising walls Demountable framed doors and hardware within EAC areas Fire extinguishers in EAC areas Fire extinguishers at all other areas Door signage for doors within EAC areas Door signage for all other areas Wall protection within EAC areas Wall protection at all other areas Bathroom accessories within EAC areas Bathroom accessories and partitions at all other areas Operable partitions and custom sliding doors Division 11 Breakroom appliances at EAC kitchenette Breakroom appliances at library breakroom Projection screens in community rooms Division 12 Window shades at exterior windows within EAC areas Window shades at exterior windows at all other areas Drapery at EAC studios Division 14 Elevator system complete and associated operating costs during construction Division 21 Fire protection main valve assembly, backflow preventer, and fire department connection Sprinkler main piping Branch piping and sprinkler heads in EAC areas Branch piping and sprinkler heads in roof structure over EAC hard lid ceilings Branch piping and sprinkler heads in all other areas Division 22 Water main connection and valve assembly Roof drain systems X X X X X X X X X X X X X X X X X X X X X X X X X X Page 77 of 202 Sanitary sewer connections and waste venting (floor drains, lavatory drains, water closet waste) for fixtures within EAC areas Sanitary sewer connections and waste venting (floor drains, lavatory drains, water closet waste) for fixtures at all other areas. Domestic water supply lines and associated insulation to plumbing fixtures within EAC areas Domestic water supply lines and associated insulation to plumbing fixtures at all other areas Plumbing equipment for EAC areas:  Water heater  Circulation pump  Sediment trap  Expansion tank  Eye-wash stations  Domestic water disinfection All other plumbing equipment Division 23 Darcy Geothermal Well Systems Mechanical Equipment:  DOAS 2  DOAS 3  MUA-1  ERV-1 Piping and ductwork downstream from equipment listed above (serving EAC) Piping and ductwork upstream from equipment listed above Fan coil units and perimeter fan-coil units serving EAC areas, including all associated piping, insulation, valves, and sensors. Ductwork & diffusers serving EAC areas All other HVAC equipment, piping, valves, sensors, insulation, diffusers, etc. HVAC controls for units serving EAC area All other HVAC controls Division 26 Electrical service, emergency generator, metering cabinets PV solar system and associated infrastructure EAC main circuit-breaker and feeders supplying it Feeders and panels downstream of EAC main circuit- breaker X X X X X X X X X X X X X X X X X X X Page 78 of 202 Power to HVAC and plumbing equipment supplying EAC areas Power to HVAC and plumbing equipment supplying all other areas Lighting, lighting controls, and emergency lighting in EAC areas Lighting, lighting controls, and emergency lighting at all other areas Receptacle and studio equipment power for EAC areas, including devices Lightning protection system Site lighting and EV chargers Division 27 EAC MDF Buildout & Backbone Structured cable data drops to EAC areas, including installation of wireless access points Audio-visual displays within EAC areas Public address speakers within EAC areas All Call System Head-End Low voltage pathway for above items All other division 27 items Division 28 Security cameras within EAC areas Access control devices at doors into EAC areas Access control devices at doors within EAC areas Fire alarm devices within EAC areas Low voltage pathway for above items Area of Refuge Call Station Area of Refuge Head-End Public safety DAS/ERRC Intrusion detection system All other division 28 items X X X X X X X X X X X X X X X X X X X X X X X X Page 79 of 202 EXHIBIT E Project Schedule Programming and Pre-Design – Q2 2023 County and County Architect to lead, input from Tenant and Tenant’s Architect for Art Center and Greenspace Community Engagement – Q3 2023 County and City to coordinate Library and Art Center engagement processes Schematic Design – Q3 2023 - Q2 2024 County and County Architect to lead Review and approval by Tenant and Tenant’s Architect for Art Center Input from City and City Landscape Architect for Greenspace Sketch Plan Review – Q4 2023 County and County Architect to lead, support from Tenant Design Development & Construction Drawings – Q3 2024 - Q3 2025 County and County Architect to lead, input from Tenant and Tenant’s Architect for Art Center and Green Space Land Use Approvals – Q1 2025 County and County Architect to lead, support from Tenant Procurement – Q2 - Q3 2025 County and County Construction Manager at Risk to lead. Demolition and Construction – Q2 2025 – Q2 2027 County, County Architect to lead and County Construction Manager at Risk, support from Tenant and Tenant’s Architect Occupancy – Q3 2027 Page 80 of 202 EXHIBIT F Form of Commencement Certificate Hennepin County Lease No. A2412227 COMMENCEMENT CERTIFICATE I. Final floor plans for the Premises are attached hereto as Exhibit A. The total RSF of the Premises is_______. In any case when TENANT shall be charged for Building expenses on a pro rata basis, the following square foot amounts and percentages shall apply: Total Rentable Building Square Feet:_________ TENANT Rentable Square Feet:_________ TENANT’S Pro Rata Share: __________ II. In accordance with Section IV, “TERM” of this Lease Agreement, the Commencement Date shall be as set forth below: Commencement Date: III. In accordance with Section V, “Base Rent” of this Lease Agreement, the schedule of Base Rent shall be as set forth below: Year Month Sq. Ft. Rate Monthly Base Rent Annual Base Rent 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 $5.00 1 - 12 $5.25 13 - 24 $5.51 25 - 36 $5.79 37 - 48 $6.08 49 - 60 $6.38 61 - 72 $6.70 73 - 84 $7.04 85 - 96 97 - 108 $7.39 109 - 120 $7.76 121 - 132 $8.14 133 - 144 $8.55 145 - 156 $8.98 157 - 168 $9.43 169 - 180 $9.90 181 -192 $10.39 Page 81 of 202 17 18 19 20 193 - 204 $10.91 205 - 216 $11.46 217 - 228 $12.03 229 - 240 $12.63 This Commencement Certificate is hereby acknowledged by TENANT and COUNTY: By TENANT: Date: ______________________ By COUNTY: Date: _____________________ Page 82 of 202 EXHIBIT G Building Rules and Regulations <to be established by COUNTY on or before the Commencement Date> The Building Rules and Regulations are hereby acknowledged by TENANT and COUNTY: By TENANT: Date: ______________________ By COUNTY: Date: _____________________ Page 83 of 202 BOULDERS, SEE LANDSCAPE MONUMENTAL SIGN BIKE RACKS, SEE LANDSCAPE WALK-UP BOOK DROP 544' - 11 3/16" 1 ______ A192 CONCRETE SITE STAIR AND HANDRAIL, SEE LANDSCAPE W 70TH ST ELECTRICAL TRANSFORMER AND METERS, PROVIDE METAL SCREEN, SEE MEP AND LANDSCAPE SNOW STORAGE AREA SHOWN HATCHED S E T B A C K 3 5 ' - 0 " " 4 / 3 3 - ' 4 7 1 . A D N A 1 . 1 D R G O T I 2 1 1.1 3 WORK POINT A AT GRID 1.1 AND A.1 A A.1 PROPERTY LINE PARKING SETBACK 3 5 ' - 0 " BUILDING SETBACK 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 PERMEABLE PAVERS 1 2 3 4 DROP OFF 38 EV EV 39 40 41 42 5 66 6 5.1 67 68 7 43 44 45 46 47 48 69 70 71 72 73 74 49 50 51 52 53 54 4 NORTH ENTRY DRIVE-UP BOOK DROP 10 9 BEGIN ONE WAY M M F F F M 10.1 10.2 75 76 77 78 SIM 9 ______ A193 79 80 81 82 83 55 56 57 58 59 60 61 62 63 64 65 84 85 86 87 LOWER LEVEL PARKING ENTRY TRASH ENCLOSURE 88 89 90 91 92 LEVEL 1 FINISH ELEVATION (873'-0") SOUTH ENTRY 4' - 0" OUTDOOR PATIO OUTDOOR KILNS 108 107 106 67' - 9" 105 104 103 102 101 100 UPPER PLAZA CONCRETE RETAINING WALL, SEE STRUCTURAL CONCRETE SITE STAIR AND HANDRAIL, SEE LANDSCAPE CONCRETE GABION SEAT WALL, SEE LANDSCAPE HOSE BIB " - 0 7' 1' - 0" CHILDREN'S OUTDOOR SPACE INFILTRATION BASIN 7 ______ A192 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 GENERAL NOTES 1. SITE INFORMATION IN SITE PLAN INCLUDING MECHANICAL, CIVIL, LANDSCAPE AND LIGHTING IS FOR REFERENCE ONLY, REFER TO EACH DRAWING FOR DETAILED INFORMATION AND NOTIFY ARCHITECT PRIOR TO CONSTRUCTION IF THERE ARE ANY DISCREPANCIES BETWEEN DRAWINGS. 2. REVIEW SURVEY DRAWING AND GEOTECHNICAL REPORT PRIOR TO ANY WORK AND BRING ANY DISCREPANCIES TO ARCHITECT'S ATTENTION. 3. THIS PROJECT UTILIZES GEOTHERMAL ENERGY FOR HEATING AND COOLING AND GEOTHERMAL WELLS REQUIRE SPECIFIC CLEARANCE FROM OTHER INFRASTRUCTURE INCLUDING MECHANICAL, ELECTRICAL, PLUMBING AND CIVIL SYSTEM. PLEASE COORDINATE MEP AND CIVIL INFRASTRUCTURE BENEATH SURFACE PARKING LOT ON NORTH SIDE OF SITE TO FINALIZE WELL LOCATIONS. 4. LEVEL 1 ELEVATION IS AT SURVEY ELEVATION OF 873' AND SHOWN AS 100'-0" IN ARCHITECTURE DRAWINGS. 5. REFER TO ROOF PLAN A103 FOR BUILDING ROOF INFORMATION 6. REFER TO LANDSCAPE AND CIVIL DRAWINGS AND NARRATIVE FOR GRADING, PLANTING AND LANDSCAPE FEATURES. 7. GROUND WATER WILL BE UTILIZED FOR MECHANICAL SYSTEM. COORDINATE WELL LOCATIONS WITH OTHER SITE WORK AND NOTIFY ARCHITECT IF THERE ARE ANY CONFLICTS. 8. PROJECT SCOPE INCLUDES WORK BEYOND PROPERTY LINE, UP TO STREET CURBS ON ALL SIDES INCLUDING SIDEWALKS AND PLANTING STRIP, SITE LIGHTING. REFER TO LANDSCAPE FOR EXACT SCOPE. PARKING SUMMARY 182 TOTAL SPACES 108 SURFACE PARKING SPACES 74 BELOW GRADE PARKING SPACES 8 ADA SPACES 4 ADA VAN ACCESSIBLE SURFACE PARKING SPACES 4 ADA VAN ACCESSIBLE LOWER LEVEL SPACES 6 EV SPACES 2 PUBLIC EV SURFACE SPACES (1 ACCESSIBLE) 4 STAFF EV SPACES IN LOWER LEVEL EXISTING SIDEWALK TO BE REPLACED SITE SIGNAGE FOR PARKING ENTRY OFF-STREET PARKING ENTRY NEW SIDEWALK PERMEABLE PAVERS, SEE CIVIL + LANDSCAPE PERMEABLE PAVERS, SEE CIVIL + LANDSCAPE P R O P E R T Y L I N E E V A S E X R E X 99 98 97 96 95 94 93 35' - 0" 20' - 0" I B U I L D N G S E T B A C K 2 0 ' I P A R K N G S E T B A C K WETLAND ASPHALT SHARED USE PATH, SEE LANDSCAPE GRAVEL PATH INFILTRATION BASIN SIDE YARD SETBACK " 0 - ' 0 2 544' - 10 29/32" 5' - 0" " 0 - ' 0 1 HOSE BIB, SEE PLUMBING N 8' - 0" 64' - 6" TO GRID 1.1 10' - 0" B PROPOSED NEW SIDEWALK 50' - 0" SETBACK MECHANICAL WELL WITH METAL GRATING GRID 1.1 PARALLEL TO WEST PROPERTY LINE C D E F G H E N I L Y T R E P O R P S E V A K R O Y HOSE BIB, SEE PLUMBING PAD FOR TRAILHEAD KIOSK; KIOSK N.I.S., SEE LANDSCAPE SALVAGED FLAG POLE TO BE INSTALLED BY GC, SEE LANDSCAPE BICYCLE RACK, SEE LANDSCAPE BOARDWALK, SEE LANDSCAPE K C A B T E S G N D L I U B I 50' - 0" EXISTING UTILITY BOXES, SEE CIVIL EXISTING CROSSWALK 1 SITE PLAN A001 1" = 30'-0" t v r . e r u t c e t i h c r A _ 4 2 R _ 1 2 0 3 2 0 2 / y r a r b L i l e a d h t u o S 1 2 0 3 2 0 2 / / : s c o D k s e d o t u A M A 0 0 : 7 4 : 0 1 5 2 0 2 / 7 2 / 6 . d L t , e l t s a c k c o R & r e r e h c S , r e y e M t h g i r y p o C 3 2 0 2 i g n w a r D Architecture and Interiors Civil and Landscape Structural and Facade Mechanical, Electrical and Plumbing Technology Lighting EOR Studio NYL Victus Engineering KCL Mazzetti Acoustic KRA 510 Marquette Avenue South, Suite 200 Minneapolis, MN 55402 | 612.375.0336 MSR Project No: 2023021 1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651. 770.8448 219 N 2nd Street #120 Minneapolis, Minnesota 55401 | 303.558.3145 2327 Wycliff St Suite 230, St Paul, MN 55114 | 612.859.8299 300 4th St, West Des Moines, IA 50265 | 515.724.7938 1999 Broadway, Denver, CO 80202 | 720.644.5032 4826 Chicago Ave, Minneapolis, MN 55417 | 612.374.3800 Owner Hennepin County Minnesota Facility Services Department A2208 Government Center, 300 South Sixth Street Minneapolis, MN 55487 | 612-596-6949 Southdale Library + Edina Art Center 7001 York Ave S, Edina, MN 55435 County Project No: 1005259 County Contract No: PR00006399 County Facilty No: 071 County Project Manger: Liz Veaderko Signature Print Name Matthew Kruntorad Date 6/27/2025 License No 48542 I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the Laws of the State of Minnesota. ISSUE / REVISION 100% CONSTRUCTION DOCS Mark Date 06-27-2025 100% CONSTRUCTION DOCS Description SITE PLAN A001 Page 84 of 202 WALL / PARTITION LEGEND REFER TO DOOR SCHEDULE EXTERIOR WALL, REFER TO EXTERIOR WALL TYPE DRAWING FOR WALL ASSEMBLY AND FINISH EXTERIOR WALL REFER TO DOOR SCHEDULE WALL FINISH -REFER TO FINISH PLAN WALL TYPE, REFER TO PARTITION TYPE DRAWING INTERIOR PARTITION " 0 1 - ' 9 2 " 2 / 1 1 - ' 2 1 FLOOR PLAN GENERAL NOTES 1. CONTRACTOR IS RESPONSIBLE FOR ENSURING AN AIRTIGHT BUILDING. ALL SEAMS AND GAPS BETWEEN EXTERIOR 14. CONTRACTOR SHALL PROVIDE ALL NECESSARY INFRASTRUCTURE SUCH AS POWER, DATA, OPENINGS, BLOCKING, WALL ASSEMBLIES SHALL BE SEALED TIGHT, TYP. 2. REFER TO G-SERIES FOR GENERAL INFORMATION ON MATERIAL AND FINISH TAGS IN DRAWINGS, INCLUDING BASIS OF DESIGN SELECTIONS. REFER TO PROJECT MANUAL FOR DETAILED INFORMATION. 3. REFER TO G-SERIES FOR TYPES AND SYSTEMS DRAWINGS FOR WALL, FLOOR, AND ROOF ASSEMBLIES. 4. ALL DIMENSIONS ARE TO GRIDLINES, OR TO FACE OF WALL SUBSTRATE (E.G. GYP BD), AND NOT TO THE FACE OF ANY ADDITIONAL, APPLIED FINISHES, U.N.O. UNISTRUT, ETC FOR OWNER PROVIDED EQUIPMENTS SUCH AS AMH, BOOK DROPS AND AV EQUIPMENT. COORDINATE ALL REQUIREMENTS WITH EQUIPMENT PROVIDER / INSTALLER. REFER TO SPECIFICATION FOR FULL LIST OF OWNER PROVIDED EQUIPMENT WITH ROLE OF CONTRACTOR DEFINED. 15. INDIVIDUAL STUD LOCATIONS FOR LIGHT GAUGE FRAMING ARE NOT PROVIDED. REFER TO INTERIOR ELEVATIONS FOR CRITICAL STUD LOCATIONS IMPACTING FINISH INSTALLATION. PROVIDE PROPER BLOCKING FOR WALL MOUNTED FIXTURES SUCH AS WALL FINISHES, MILLWORK, AND TOILET ACCESSORIES. REFER TO MILLWORK PLANS, FINISH PLANS AND INTERIOR ELEVATIONS FOR SCOPE AND LOCATION. 16. STEEL ANGLE LEDGE TO BE PROVIDED WHERE ACCESS FLOOR ABUTS WALL BELOW DOOR THRESHOLD OR ABOVE 5. REFER TO ACCESS FLOOR PLANS FOR WALLS AND PARTITIONS THAT EXTEND BELOW THE ACCESS FLOOR. ALL OPENING IN WALL SPANNING MULTIPLE ACCESS FLOOR PANELS FOR DUCTS. OTHER WALLS REST ON TOP OF ACCESS FLOOR, U.N.O. 6. PARTITION TYPES IN THE FLOOR PLANS SHOW CORE WALL ASSEMBLY ONLY. REFER TO FINISH PLANS FOR ADDITIONAL APPLIED FINISHES. PROVIDE PAINT FINISH WHERE THERE IS NO OTHER FINISH IS SPECIFIED, U.N.O. 17. NO CONDUIT SHALL BE EXPOSED TO VIEW IN PUBLIC SPACE, U.N.O. WHERE CONDUIT IS INDICATED ON A CONCRETE SURFACE, IT SHALL BE BURIED WITHIN THE CONCRETE. REFER TO STRUCTURAL FOR COVERAGE REQUIREMENTS. 18. TROUGHS FOR PERIMETER FAN COIL UNITS SHALL APPEAR CONTINUOUS, WITH BLANK GRILLES ADDED WHERE 7. REFER TO EXTERIOR ELEVATIONS FOR EXTERIOR GLAZING TYPES AND INTERIOR ELEVATIONS FOR INTERIOR NECESSARY. MITER ALL GRILLES AT CORNER CONDITIONS. GLAZING TYPES. 8. SEE RCP FOR ROLLER SHADE LOCATIONS. 9. SEE A601 FOR TYPICAL DOOR DETAILS AND TYPICAL OFFSET FROM WALL. DOORS ARE LOCATED PER THESE DETAILS UNLESS OTHERWISE NOTED. 10. SEE CODE DRAWINGS FOR LOCATIONS AND REQUIREMENTS FOR FIRE RATING. ENSURE FIRE RATINGS ARE CONTINUOUS AROUND SHAFTS AND BETWEEN FLOORS. 11. SHAFT WALLS SHALL EXTEND TO BOTTOM OF FLOOR DECK, U.N.O. JOINTS SHALL BE PROVIDED TO MAINTAIN REQUIRED FIRE RATING SPECIFIED IN CODE PLANS AND TO ACCOMMODATE ANY STRUCTURAL DEFLECTION. 12. PENETRATIONS THROUGH FIRE RATED SHAFT WALL SHALL BE SEALED WITH FIRE SEALANT. PROVIDE FIRE/SMOKE DAMPER FOR DUCT PENETRATIONS THROUGH FIRE RATED SHAFT WALLS, U.N.O. 13. PROVIDE LEVEL 4 FINISH FOR ALL GYPSUM SURFACES, U.N.O. 2 3 4 5 6 7 1.1 10' - 5" 1 37' - 6" 1 ______ A251 4' - 0" 1 ______ A371 2A 2 ______ A371 7 " 0 - ' 1 1 ______ A253 ALCW-1 1 0' - 0 " 3' - 0 " 1 0' - 0 " ALCW-1 7 5' - 0 1/ 4 " A6 2' - 0 " MECHANICAL PLENUM SPACE, PROVIDE 6" DEEP, 1" DIA. CRUSHED STONE, TYP. 1 2' - 6 " LVR-1 FLOR1A JANITORIAL 002 2 A202 6 ______ A306 1 ______ A254 3' - 0 " 1 2' - 6 " 002 LVR-1 12 ______ A371 3 LVR-1 1' - 0" 7 3' - 1 0 " 1 0' - 0 " 2A 4' - 6" 1' - 8 1/2" 5'-0" MIN. CLEAR 7 7' - 6 " 3' - 0 " 38' - 6" 2 ______ A251 10' - 11" 3 ______ A251 1 ______ A401 STAIR 1 0S1 A6 003A " 4 - ' 6 MPOP 004 FLOR1A A6 1 004 FACILITY MANAGEMENT 001 FLOR1A A501 4 ELEV-A FLOR1A 2 A502 VESTIBULE 003 SUMP 003A A6 A6 1 A6 FEC-0 " 4 / 3 5 - ' 0 1 001 R A E L C " 0 1 006A F6 005 FLOR1A MDF 005 3 29 FEC-0 38' - 6" 38' - 6" 38' - 6" 38' - 6" 2' - 6" 12' - 8 3/8" 4 ______ A251 " 0 - ' 1 1A FLOR1A A201 1 FLOR1A MECHANICAL 006 FEC-0 20' - 4" ALIGN WITH CMU MODULE, TYP 3 1 16 ______ A371 85' - 0" PERIMETER TYP A6 1 " 4 / 3 1 - ' 8 1 2' - 6" ELECTRICAL 007 12' - 1 1/8" FLOR1A 3 1 FEC-0 3 1 006B 9 10.1 10 10.2 4' - 0" 1 ______ A252 12' - 3" 2 ______ A252 3 ______ A252 3 ______ A405 PROVIDE 8'-0" HIGH FIRE RATED PLYWOOD ON ALL WALL SURFACES, TYP. REFER TO ELEC. 3 ______ A371 007 A6 1 ELEV-B A405 8 FEC-0 ELEV CTL 010 010 3' - 11 5/8" 1' - 0" LOADING 009 FLOR1A 4 ______ A308 9 ______ A303 OHDR-3 7 ______ A602 009A A.1 1A 2 ______ A305 5 ______ A308 1 ______ A304 1A 4 ______ A371 8 ______ A371 PROVIDE 8'-0" HIGH FIRE RATED PLYWOOD ON ALL WALL SURFACES, TYP. REFER TO ELEC. " 4 / 1 2 - ' 1 " 8 / 5 2 - ' 5 " 8 / 3 1 - ' 8 2' - 0" T3 15 " 2 3 / 7 2 - ' 7 A501 011 16 FLOR1A A6 EAC ELEC 011 T3 009B A501 3 3' - 8" FEC-0 A6 " 2 - ' 2 012 EAC WORKSHOP 012 FLOR1A T3 14 " 5 - ' 5 1 1' - 2" 13 A501 7 ______ A306 3 ______ A305 2A 9 ______ A371 4 ______ A305 5 ______ A305 15' - 7 1/2" 42 COMPACT 2' - 0" 3 3 003 ALIGN 1 12 A501 " 4 - ' 8 " 8 - ' 8 " 5 - ' 1 " 5 - ' 1 " 0 - ' 3 " 0 - ' 7 2 " 3 - ' 1 3 14' - 6 1/4" 28 " 4 / 1 7 - ' 0 1 " 3 - ' 1 27 26 25 COMPACT STALL 24 13' - 6" 1' - 0" MESH-2 8' TALL, EXTEND TO WALL, V.I.F. LVR-1 015B " 0 - ' 4 Q E Q E Q E Q E 30 31 32 33 34 35 36 2 A501 37 3 38 39 40 41 5 CONC WHEEL STOPS AT ALL SPACES, TYP. 1' - 5" 8' - 8" 9' - 4" 1' - 5" 1' - 5" 9' - 1" 4' - 4" TYP. FLOR1B FEC-0 13 ______ A371 8' - 0" TYP. COMPACT 9' - 0" TYP. INDICATES SLOPING SLAB; SEE SPOT ELEVATIONS SLR-3 PARKING 015 " 0 - ' 0 3 REFER TO FINISH PLAN FOR CONTROL JOINT LAYOUT ACTIVE/INACTIVE PAIR, TYP.; BOTH LEAVES OPERATE TO 90 DEG; SEE DOOR SCHED "FLEET EV CHARGING ONLY" WHITE PAINT AT STALLS, 11" FONT, MYRIAD PRO BOLD, ALIGN BOTTOM WITH GRIDLINE, CENTER IN STALLS POST SIGN AT EACH EV STALL, SEE ELEVATION 61 62 63 64 65 66 67 68 69 70 71 72 73 74 84' - 0" 84' - 0" A501 8 60 59 58 57 56 55 54 53 52 51 50 49 48 47 " 6 - ' 8 " 6 - ' 8 " 0 - ' 8 " 0 - ' 1 " 0 - ' 0 3 FLOR1B SLR-3 PROVIDE DIAGONAL CROSSHATCH MARKINGS AS SHOWN, TYP. " 0 - ' 5 PROVIDE PARKING STRIPES, REFER TO CIVIL SPECIFICATION FOR TYPICAL PAINT TYPE, COLOR AND SPACING TO COMPLY WITH LOCAL CODE " 0 - ' 4 2 I N A R D H C N E R T 43 44 45 CHAIN LINK DOOR BY MESH-2 INSTALLER, TYP. FEC-0 FEC-0 CHAIN LINK DOOR BY MESH-2 INSTALLER, TYP. 23 22 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 A501 A501 10 11 CONC CURB STOPS AT ALL SPACES, TYP. TYP, PERIMETER 2 ______ A251 3 ______ A251 4 2A 2 ______ A302 5 4 ______ A251 6 7 9 85' - 0" 1 ______ A252 1 " 0 - ' 9 1 Q E Q E Q E Q E 2B 1 3 1 FLOR1B STAIR 2 0S2 Z-103 2 UP 013 2' - 0" 2B 1 1' - 2" 7' - 8" - 1 7' 2 1 /8 " 10' - 1" 2B 1 8 ______ A306 2A 2 ______ A412 3 " 6 - ' 8 27 ______ A571 11' - 10" A501 13' - 9 1/4" 14' - 9" 7 3' - 3" " 8 / 7 3 - ' 3 SIM 27 ______ A571 18' - 0" 11' - 10" 3' - 3" MESH-1 4' - 0" FEC-0 6 A501 T3 ELECTRICAL 014 - 1 3' 0 1 /2 " 85' - 0" FLOR1A 2A A201 3 T3 014 2B CISTERN 017 2A STAFF BIKES 016 R 11' - 0" 6 ______ A191 FLOR1A 1' - 2" 86' - 0" 4' - 5 1/ 2 " R 37' - 0" 2 ______ A307 46 COMPACT MESH-1 11'- 0" TALL 3 BIKE RACKS MATCH EXTERIOR, SEE 25/L-500 " 0 - ' 4 " 0 - ' 4 " 0 - ' 4 " 5 BLRD-2 016 85' - 0" 9 MESH-1 A501 14' - 6" TRENCH DRAIN AT BOTTOM OF RAMP, SEE PLUMBING SLOPED 6" CURB ABV RAMP APRON PROVIDE MEDIAN LINE AND LINE 1' OFFSET FROM INSIDE CURVE TO TOP OF RAMP 1' - 0" 13' - 5" TO TRENCH DRAIN 28' - 6" 2D SLR-3 SEE CIVIL FOR RAMP ELEVATIONS 3 ______ A307 - 2 5' 0 1 /2 " 1 2' - 0 " 5' - 8" VIF 015A 2' - 0" 75° STORAGE 015A 1' - 0" MESH-2 11'-0" TALL 86' - 0" 75° 4 ______ A307 2A SIM 3 ______ A371 5 ______ A307 86' - 0" A A.1 1 ______ A305 " 0 - ' 4 " 0 - ' 2 3 B C D E F G H " 0 - ' 0 3 2 ______ A253 " 0 - ' 0 3 " 0 - ' 0 3 " 0 - ' 8 1 " 0 - ' 4 STORAGE 015B 1 2' - 6 " 8' - 6" 2A 6 ______ A371 2 ______ A254 1 ______ A307 " 0 - ' 1 SIM 3 ______ A371 1 ______ A251 3 1.1 1 2 1 LOWER LEVEL A100 1/8" = 1'-0" A B C E F G H D 3 ______ A252 10.1 10 2 ______ A252 10.2 N N 15 DEGREES PLAN NORTH TRUE NORTH Architecture and Interiors Civil and Landscape Structural and Facade Mechanical, Electrical and Plumbing Technology Lighting EOR Studio NYL Victus Engineering KCL Mazzetti Acoustic KRA 510 Marquette Avenue South, Suite 200 Minneapolis, MN 55402 | 612.375.0336 MSR Project No: 2023021 1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651. 770.8448 219 N 2nd Street #120 Minneapolis, Minnesota 55401 | 303.558.3145 2327 Wycliff St Suite 230, St Paul, MN 55114 | 612.859.8299 300 4th St, West Des Moines, IA 50265 | 515.724.7938 1999 Broadway, Denver, CO 80202 | 720.644.5032 4826 Chicago Ave, Minneapolis, MN 55417 | 612.374.3800 Owner Hennepin County Minnesota Facility Services Department A2208 Government Center, 300 South Sixth Street Minneapolis, MN 55487 | 612-596-6949 Southdale Library + Edina Art Center 7001 York Ave S, Edina, MN 55435 County Project No: 1005259 County Contract No: PR00006399 County Facilty No: 071 County Project Manger: Liz Veaderko Signature Print Name Matthew Kruntorad Date 6/27/2025 License No 48542 I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the Laws of the State of Minnesota. ISSUE / REVISION 100% CONSTRUCTION DOCS Mark Date 06-27-2025 100% CONSTRUCTION DOCS Description LOWER LEVEL A100 t v r . e r u t c e t i h c r A _ 4 2 R _ 1 2 0 3 2 0 2 / y r a r b L i l e a d h t u o S 1 2 0 3 2 0 2 / / : s c o D k s e d o t u A M A 6 1 : 7 4 : 0 1 5 2 0 2 / 7 2 / 6 . d L t , e l t s a c k c o R & r e r e h c S , r e y e M t h g i r y p o C 3 2 0 2 i g n w a r D Page 85 of 202 FLOOR PLAN GENERAL NOTES 1. CONTRACTOR IS RESPONSIBLE FOR ENSURING AN AIRTIGHT BUILDING. ALL SEAMS AND GAPS BETWEEN EXTERIOR 14. CONTRACTOR SHALL PROVIDE ALL NECESSARY INFRASTRUCTURE SUCH AS POWER, DATA, OPENINGS, BLOCKING, WALL ASSEMBLIES SHALL BE SEALED TIGHT, TYP. 2. REFER TO G-SERIES FOR GENERAL INFORMATION ON MATERIAL AND FINISH TAGS IN DRAWINGS, INCLUDING BASIS OF DESIGN SELECTIONS. REFER TO PROJECT MANUAL FOR DETAILED INFORMATION. 3. REFER TO G-SERIES FOR TYPES AND SYSTEMS DRAWINGS FOR WALL, FLOOR, AND ROOF ASSEMBLIES. 4. ALL DIMENSIONS ARE TO GRIDLINES, OR TO FACE OF WALL SUBSTRATE (E.G. GYP BD), AND NOT TO THE FACE OF ANY ADDITIONAL, APPLIED FINISHES, U.N.O. UNISTRUT, ETC FOR OWNER PROVIDED EQUIPMENTS SUCH AS AMH, BOOK DROPS AND AV EQUIPMENT. COORDINATE ALL REQUIREMENTS WITH EQUIPMENT PROVIDER / INSTALLER. REFER TO SPECIFICATION FOR FULL LIST OF OWNER PROVIDED EQUIPMENT WITH ROLE OF CONTRACTOR DEFINED. 15. INDIVIDUAL STUD LOCATIONS FOR LIGHT GAUGE FRAMING ARE NOT PROVIDED. REFER TO INTERIOR ELEVATIONS FOR CRITICAL STUD LOCATIONS IMPACTING FINISH INSTALLATION. PROVIDE PROPER BLOCKING FOR WALL MOUNTED FIXTURES SUCH AS WALL FINISHES, MILLWORK, AND TOILET ACCESSORIES. REFER TO MILLWORK PLANS, FINISH PLANS AND INTERIOR ELEVATIONS FOR SCOPE AND LOCATION. 16. STEEL ANGLE LEDGE TO BE PROVIDED WHERE ACCESS FLOOR ABUTS WALL BELOW DOOR THRESHOLD OR ABOVE 5. REFER TO ACCESS FLOOR PLANS FOR WALLS AND PARTITIONS THAT EXTEND BELOW THE ACCESS FLOOR. ALL OPENING IN WALL SPANNING MULTIPLE ACCESS FLOOR PANELS FOR DUCTS. OTHER WALLS REST ON TOP OF ACCESS FLOOR, U.N.O. 6. PARTITION TYPES IN THE FLOOR PLANS SHOW CORE WALL ASSEMBLY ONLY. REFER TO FINISH PLANS FOR ADDITIONAL APPLIED FINISHES. PROVIDE PAINT FINISH WHERE THERE IS NO OTHER FINISH IS SPECIFIED, U.N.O. 17. NO CONDUIT SHALL BE EXPOSED TO VIEW IN PUBLIC SPACE, U.N.O. WHERE CONDUIT IS INDICATED ON A CONCRETE SURFACE, IT SHALL BE BURIED WITHIN THE CONCRETE. REFER TO STRUCTURAL FOR COVERAGE REQUIREMENTS. 18. TROUGHS FOR PERIMETER FAN COIL UNITS SHALL APPEAR CONTINUOUS, WITH BLANK GRILLES ADDED WHERE 7. REFER TO EXTERIOR ELEVATIONS FOR EXTERIOR GLAZING TYPES AND INTERIOR ELEVATIONS FOR INTERIOR NECESSARY. MITER ALL GRILLES AT CORNER CONDITIONS. GLAZING TYPES. 8. SEE RCP FOR ROLLER SHADE LOCATIONS. 9. SEE A601 FOR TYPICAL DOOR DETAILS AND TYPICAL OFFSET FROM WALL. DOORS ARE LOCATED PER THESE DETAILS UNLESS OTHERWISE NOTED. 10. SEE CODE DRAWINGS FOR LOCATIONS AND REQUIREMENTS FOR FIRE RATING. ENSURE FIRE RATINGS ARE CONTINUOUS AROUND SHAFTS AND BETWEEN FLOORS. 11. SHAFT WALLS SHALL EXTEND TO BOTTOM OF FLOOR DECK, U.N.O. JOINTS SHALL BE PROVIDED TO MAINTAIN REQUIRED FIRE RATING SPECIFIED IN CODE PLANS AND TO ACCOMMODATE ANY STRUCTURAL DEFLECTION. 12. PENETRATIONS THROUGH FIRE RATED SHAFT WALL SHALL BE SEALED WITH FIRE SEALANT. PROVIDE FIRE/SMOKE DAMPER FOR DUCT PENETRATIONS THROUGH FIRE RATED SHAFT WALLS, U.N.O. 13. PROVIDE LEVEL 4 FINISH FOR ALL GYPSUM SURFACES, U.N.O. 1.1 1 2 4' - 0" 5' - 5" 3 4 5 6 7 10.1 10 4' - 0" 9 10.2 WALL / PARTITION LEGEND REFER TO DOOR SCHEDULE EXTERIOR WALL, REFER TO EXTERIOR WALL TYPE DRAWING FOR WALL ASSEMBLY AND FINISH EXTERIOR WALL REFER TO DOOR SCHEDULE WALL FINISH -REFER TO FINISH PLAN WALL TYPE, REFER TO PARTITION TYPE DRAWING INTERIOR PARTITION 37' - 6" 1 ______ A251 PERIMETER FAN COIL UNIT GRILLES HAVE A CONTINUOUS APPEARANCE AS SHOWN IN PLAN. INCLUDE EMPTY TRENCH AND MITERED CORNER GRILLES WHERE SHOWN. SEE MECH FOR THE QUANTITY AND LOCATION OF ACTIVE UNITS 9 1' - 9" " 7 - ' 1 W O D N W I . O B . RL-4 11 A504 " 0 - ' 4 " 2 / 1 0 1 A.1 SIM OPP 4 ______ A372 3" DATUM LINE " 0 - ' 1 75° " 2 / 1 2 - ' 7 2 " 0 - ' 2 3 " 1 1 - ' 3 1 ______ A253 1 ______ A305 R L - 4 ADULT READING AREA A504 12 BULKHEAD ABOVE 10" 11 1/2" " 4 / 3 9 - ' 1 FEC-3 " 4 / 1 1 - ' 2 2 ______ A253 A504 10 MECHANICAL PERIMETER UNIT, PROVIDE CONTINUOUS GRILLE, REFER TO MECH, TYP. PROVIDE NON-ACTIVE PERIMETER UNIT WITH GRILLE IN SHADED AREAS, REFER TO MECH GRT-1 38' - 6" 2 ______ A251 1 ______ A151 2 ______ A401 6 ______ A401 23' - 0 1/4" STAIR 1 1S1 ELEV-A F6 BULKHEAD ABOVE 14 WOMEN 104 4" 104 FEC-1 MEN 106 106 105 2 A502 A502 3 A504 ALIGN JANITORIAL 105 13 A504 SLDR-2 101A GLSF-1 1 ______ A183 38' - 6" 38' - 6" 5.1 38' - 6" 38' - 6" A201 1 4 ______ A251 1 ______ A252 2 ______ A252 3 ______ A252 3 ______ A251 2 ______ A184 HIGH @ 12'-0" AFF 1 ______ A184 A203 3 " 6 - ' 6 103A 103B 6' - 2" 7' - 6" VESTIBULE N 103 A6 1' - 6" A3 BOOK DROP 107 107 A3 2' - 0" 108A 14' - 5 9/16" CL OF POST BULKHEAD ABOVE 2 ALIGN FF 103C 103D A6 A3 1 A505 3 STAFF WORKROOM 119 HOLDS 108 15 A504 16 18 A3 1' - 1" FEC-3 2' - 0" PRINT 120 SLDR-1 108B 1 ______ A182 H6 A " 4 / 3 6 - ' 4 1 " 4 6 / 1 1 2 - ' 2 1 T S O P F O L C " 2 3 / 1 0 - ' 8 T S O P F O L C GRAVEL BED AROUND BUILDING - SEE LANDSCAPE 4 FLOR2A 12' - 10 5/8" 122 2' - 10 1/2" OFFICE 122 F3 A 14' - 10 1/8" K6 1 A 13' - 1 7/8" 14' - 7 1/2" IDF 123 " 2 / 1 2 - ' 0 1 ELECTRICAL 124 B3 B3 OFFICE 125 125 " 4 B3 A B3 A F3 A K6 1 A B3 A 123 124 12 ______ A567 7 ______ A571 " 4 / 1 9 - ' 6 " 8 / 7 3 - ' 7 B3 A K6 1 A 1' - 8 1/4" 1' - 1 5/8" ALIGN W/ GLULAM ABV " 1 1 - ' 6 " 1 - ' 8 " 2 / 1 4 46' - 11 7/8" 4 A502 2 ______ A551 103.567° 1 ______ A571 H6 A A502 5 SERVICE DESK 143 10' - 3 29/32" 14' - 7" 13 ______ A571 13 ______ A567 18 ______ A571 126 127 LAYOUT 121 13 A505 12 B3 A H6 A A505 14 HUDDLE 126 B3 A 15 A505 FOCUS 127 H6 A 119 3 ______ A551 H6 A 2 ______ A571 12' - 9" 2' - 6" 4 BOOK DROP GRAVEL BED AROUND BUILDING - SEE LANDSCAPE 1' - 10" 7 ______ A354 5 ______ A373 BLRD-2 3 ______ A186 " 0 - ' 1 3 ______ A373 1 ______ A189 4 ______ A252 B3 134A " 4 7 ______ A571 B3 13 ______ A567 22 A505 134B " 4 / 1 8 STAFF VESTIBULE 134 A405 7 ELEV-B 7' - 10" CLEAR 16 B3 A 17 A505 F3 " 7 R A E L C " 2 / 1 9 - ' 6 " 8 / 7 3 - ' 1 1 " 8 / 7 5 - ' 1 6' - 0" " 1 - ' 8 B3 A CONFERENCE 135 EQ EQ 12 ______ A571 " 4 / 1 0 - ' 2 A3 131 A3 " 6 1 / 5 5 - ' 1 E V O B A M A L U L G H T W N G I L A I 135 11 A505 3 ______ A571 SIM STORAGE 131 B3 A B3 A 18 21 A505 6 7/8" F3 1' - 6" 20 17' - 11 1/4" 4 ______ A308 BREAKROOM 136 19 A505 4 - 2 1' 4 1 /4 " 2 ______ A305 5 ______ A308 6 1 ______ A304 6 A.1 KNOX-2 OHDR-1 6 143 OHDR-1 144 TRENCH DRAIN SEE CIVIL 6 4 YD 4 YD 2D 8 ______ A203 1 ______ A374 " 6 - ' 1 T3 2 ______ A405 16' - 11" 3' - 6" 8' - 1 7/8" " 8 - ' 6 136 B6 A " 2 / 1 0 1 " 4 / 3 1 1 " 4 / 3 0 - ' 2 140 LVR-01 142B 0' - 0 7/8" 3 ______ A305 2B 24' - 11 1/2" 2B 4" 5' - 0 1/2" FM STORAGE 140 R8 1 2D ALL GENDER 137 " 1 - ' 8 137 3 ______ A151 12' - 0 3/4" H6 A LOCKERS 141 ALL GENDER 138 WELLNESS 139 138 139 CABINET UNIT HEATER T3 H6 A FEC-3 90° 142A " 1 - ' 7 R8 1 7 ______ A306 15 ______ A372 2B 1 2A STAIR 2 1S2 B3 A503 17 A 18 A503 2 7 ______ A372 STUDY 132 132 133 VIRTUAL CONF 133 " 10" 0 1 - ' 4 1 B3 A A504 PUBLIC PRINT AREA DN 2' - 0" 6' - 0" 1' - 2" T3 2B 1 4 ______ A305 6 ______ A305 MEDIAN MARKING 30° ø 4" 1' - 6" STAMPED CONCRETE SURFACE 5 ______ A305 35' - 3" 8 ______ A306 1 ______ A412 BULKHEAD ABOVE 5 4 A505 6 CIRCULATION ROOM 130 " 0 1 - ' 3 1 14 ______ A571 H6 A A505 7 8 ______ A551 FEC-2 A503 15 VIRTUAL CONF 128 B3 A 128 16 A503 B3 A CONFERENCE 129 129 H6 A H6 A 130 EQ EQ B3 A 2 A202 1' - 7" BACK OF WINDOW 10 FLOOR OPENING ABOVE D 1 ______ A254 6 ______ A306 GRT-1 METAL GRATING FOR MECH R L - 4 1' - 7" B.O. WINDOW OPEN LIBRARY 101 4' - 2" 5' - 1" 8' - 3" 8' - 0" 9' - 6" 7' - 3" 5' - 10" 17' - 5" 7' - 10" " 0 1 - ' 4 " 1 - ' 4 2 " 1 1 - ' 5 1 ______ A410 STAIR 3 1' - 5" 1 ______ A187 AT 3'-0" AFF R 1' - 11" 113A 3 ______ A571 1 A502 111 112 STUDY 112 A503 14 B3 A B3 A A503 1 STORAGE 110 B6 A 110 B3 A STUDY 111 A503 13 " 1 1 - ' 5 MULTI-PURPOSE 113 1' - 4 1/8" 7' - 2" 5' - 0" 2' - 2" " 4 / 3 4 - 1' " 4 / 3 9 - 4' 113B " 4 - ' 7 " 9 - ' 1 " 2 / 1 3 - ' 9 2 ______ A571 SIM F3 A504 3 F3 F3 A A BULKHEAD ABOVE B6 A 2 ______ A151 116 SIM 12 ______ A567 117 2B 1 2A 9 ______ A306 FAMILY RR 116 2B OPEN TO BELOW A201 3 B3 A WELLNESS 117 F3 7 T3 10 A503 8 10 ______ A306 A504 4 FEC-2 B6 A 14' - 2 1/2" " 0 1 " 5 - ' 9 118 9 11 A503 B3 A 12' - 5 1/8" 2 ______ A307 F3 12 A503 B6 A 4 ______ A571 B6 A CONFERENCE 118 ALIGN FF W/GLULAM ABV, SEE ELEVATION 5 A504 2 ______ A254 2A FEC-2 1 ______ A191 1 ______ A307 GRAVEL BED, SEE LANDSCAPE 105° " 0 - ' 2 3 ______ A372 6"DATUM LINE STEEL STORM PIPE, PAINTED PT-3A, REFER TO PLUMBING RL-4 " 7 - ' 1 W O D N W I . O B . MEDIUM STUDY 109 109 A504 9 A504 7 102D 102C VESTIBULE S 102 A504 8 102A 102B 1 ______ A185 GLASS VESTIBULE AND GLASS CANOPY " 1 - ' 2 GRAVEL BED - SEE LANDSCAPE 10" DOWNSPOUT 2 ______ A191 STUDY 114 114 FEC-2 STUDY 115 115 11 " 0 - ' 2 STEEL STORM PIPE, PAINTED PT-3A, REFER TO PLUMBING 2 3 1 ______ A251 2 ______ A251 4 3 ______ A251 5 2 ______ A302 6 4 ______ A251 7 9 1 ______ A252 4 - L R 3 ______ A307 PERIMETER UNITS, SEE MECH 5" CHILDREN'S AREA A504 6 RL-4 13 ______ A372 101B 4 ______ A307 12 1' - 7" B.O. WINDOW 75° " 7 - ' 1 5 ______ A307 PERIMETER FAN COIL UNIT GRILLES HAVE A CONTINUOUS APPEARANCE AS SHOWN IN PLAN. INCLUDE EMPTY TRENCH AND MITERED CORNER GRILLES WHERE SHOWN. SEE MECH FOR THE QUANTITY AND LOCATION OF ACTIVE UNITS 4 ______ A372 10.1 10 2 ______ A252 10.2 4 ______ A252 N N 15 DEGREES PLAN NORTH TRUE NORTH 1 LEVEL 1 FLOOR PLAN A101.1 1/8" = 1'-0" Architecture and Interiors Civil and Landscape Structural and Facade Mechanical, Electrical and Plumbing Technology Lighting EOR Studio NYL Victus Engineering KCL Mazzetti Acoustic KRA 510 Marquette Avenue South, Suite 200 Minneapolis, MN 55402 | 612.375.0336 MSR Project No: 2023021 1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651. 770.8448 219 N 2nd Street #120 Minneapolis, Minnesota 55401 | 303.558.3145 2327 Wycliff St Suite 230, St Paul, MN 55114 | 612.859.8299 300 4th St, West Des Moines, IA 50265 | 515.724.7938 1999 Broadway, Denver, CO 80202 | 720.644.5032 4826 Chicago Ave, Minneapolis, MN 55417 | 612.374.3800 Owner Hennepin County Minnesota Facility Services Department A2208 Government Center, 300 South Sixth Street Minneapolis, MN 55487 | 612-596-6949 Southdale Library + Edina Art Center 7001 York Ave S, Edina, MN 55435 County Project No: 1005259 County Contract No: PR00006399 County Facilty No: 071 County Project Manger: Liz Veaderko Signature Print Name Matthew Kruntorad Date 6/27/2025 License No 48542 I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the Laws of the State of Minnesota. ISSUE / REVISION 100% CONSTRUCTION DOCS Mark Date 06-27-2025 100% CONSTRUCTION DOCS Description LEVEL ONE A101.1 A B C E F G H " 0 - ' 0 4 1 " 0 - ' 0 3 " 0 - ' 0 3 " 0 - ' 0 3 " 0 - ' 8 1 " 0 - ' 4 t v r . e r u t c e t i h c r A _ 4 2 R _ 1 2 0 3 2 0 2 / y r a r b L i l e a d h t u o S 1 2 0 3 2 0 2 / / : s c o D k s e d o t u A M A 0 5 : 7 4 : 0 1 5 2 0 2 / 7 2 / 6 . d L t , e l t s a c k c o R & r e r e h c S , r e y e M t h g i r y p o C 3 2 0 2 i g n w a r D 1 ______ A253 2 ______ A253 1 ______ A254 A B C E F G H D Page 86 of 202 ACCESS FLOOR PLAN GENERAL NOTES 1. REFER TO G-SERIES TYPES AND SYSTEMS DRAWINGS FOR ACCESS FLOOR TYPES AND FLOOR ASSEMBLIES 6. GENERAL CONTRACTOR SHALL ENSURE SPATIAL COORDINATION OF MECHANICAL, ELECTRICAL, DATA AND FIRE 16. COORDINATE KNEE WALL ELEVATIONS WITH FINAL SELECTION OF AXFL-1 AND AXFL-2 - WHERE ACCESS FLOOR RUNS 2. SPACE BETWEEN RAISED FLOOR AND STRUCTURAL DECK WILL BE USED AS AN HVAC PLENUM. ALL MATERIALS INSTALLED WITHIN THIS PLENUM MUST BE NON-COMBUSTABLE AND APPROVED FOR INSTALLATION IN AIR PLENUM SPACE. 3. THE INTEGRITY OF THE AIR PLENUM IS CRITICAL TO PERFORMANCE OF THE HVAC SYSTEM. ALL PENETRATIONS INTO CAVITY WALLS, SLABS, AND CLT DECKS INCLUDING, BUT NOT LIMITED TO: AIR DUCTS, PLUMBING PIPES, ELECTRICAL CONDUIT AND VOICE/DATA CABLING MUST BE COMPLETELY AIR-SEALED. SEAMS AND HOLES THAT HAVE BEEN CREATED FOR OR RESULTING FROM THE WORK PERFORMED BY A SPECIFIC TRADE MUST BE PROPERLY SEALED WITH FIRE CAULKING BY THAT TRADE. AIR-SEALING SHALL BE PERFORMED PRIOR TO THE FINAL INSTALLATION OF THE ACCESS FLOOR PANELS. 4. SPECIAL INSPECTIONS MUST BE CONDUCTED BY AN INDEPENDENT QUALITY AUDITOR OR COMMISSIONING AGENT TO ENSURE THAT PLENUM SEALING WORK IS PERFORMED BY ALL SUBCONTRACTORS IN COMPLIANCE WITH SPECIFICATIONS AND DRAWINGS. INSPECTION SHALL OCCUR AS WORK PROGRESSES AND WHENEVER POSSIBLE IN THE PRESENCE OF A REPRESENTATIVE FROM THE GENERAL CONTRACTOR. REPORTS OF INSPECTIONS WILL BE SUBMITTED TO THE GENERAL CONTRACTOR 1. CLEANLINESS IN THE ACCESS FLOOR PLENUM SHALL BE MAINTAINED THROUGHOUT THE CONSTRUCTION. ANY DUST AND DEBRIS SHALL BE CLEANED BEFORE FLOOR FINISH IS INSTALLED OR HVAC SYSTEM IS INITIATED. 2. THE ACCESS FLOOR PLENUM SHALL BE PROTECTED AFTER INSTALLATION. SEE SPECS FOR MORE INFO. ALL JOINTS SHALL BE TAPED TO PREVENT INTRUSION OF DUST AND DEBRIS. PROTECTION SYSTEMS WITHIN THE ACCESS FLOOR PRIOR TO INSTALLATION TO ENSURE THAT ALL COMPONENTS FIT WITHIN THE PLENUM SPACE. OVER AT KNEE WALLS. 7. MECHANICAL, ELECTRICAL, DATA AND FIRE PROTECTION SYSTEMS SHOWN IN THE ARCHITECTURAL PLANS ARE FOR REFERENCE AND COORDINATION ONLY. REFER TO DRAWINGS FROM EACH DISCIPLINE FOR FURTHER INFORMATION. 17. REFER TO FINISH PLANS FOR FINISHES OVER ACCESS FLOOR PANEL. 18. ENSURE CONCRETE SEALER IS COMPATIBLE WITH ACCESS FLOOR ADHESIVE. 8. ELECTRICAL FLOOR BOXES, DATA FLOOR BOXES AND HVAC DIFFUSERS SHALL BE CENTERED ON ACCESS FLOOR 19. REFER TO FLOOR PLAN FOR WALL DIMENSIONS. PANELS, U.N.O. 9. PROVIDE DOUBLE DRAINS WHERE FLOOR DRAIN IS SPECIFIED SUCH AS IN RESTROOM AND POTTERY STUDIOS. 10. ACCESS FLOOR INSTALLER SHALL PERFORM FIELD VERIFICATION PRIOR TO INSTALLATION. CUSTOM PANELS SHALL BE PROVIDED AT ANY NON-SQUARE CONDITIONS, INCLUDING ALONG THE PERIMETER, IN ORDER TO PROVIDE AIR TIGHT PLENUM. 11. ACCESS FLOOR PEDESTALS SHALL BE ADJUSTED SUCH THAT FINISH FLOOR ELEVATION IS ALIGNED THROUGHOUT. THIS INCLUDES COORDINATING BETWEEN PANELS WITH INTEGRATED FINISHES AND PANELS WITH APPLIED FINISHES. 12. WHERE ACCESS FLOOR PEDESTALS ARE OMITTED DUE TO ADJACENT CONSTRUCTION (E.G. SOME DOOR OPENINGS, SPANS OVER LARGE DUCTS, ETC.) PROVIDE STEEL ANGLE LEDGE AS SHOWN IN DETAILS, REFER TO STRUCTURAL FOR SIZE. FIELD VERIFY ALL LOCATIONS AND COORDINATE WITH MECHANICAL SHOP DRAWINGS PRIOR TO INSTALLING ACCESS FLOOR. 3. ALL WALLS PASSING THROUGH THE ACCESS FLOOR MUST HAVE GYPSUM BOARD EXTENDING COMPLETELY TO THE 13. ALL EQUIPMENT IN ACCESS FLOOR PLENUM SHALL BE PLACED WITHIN CLEAR SPACE OF ACCESS FLOOR PEDESTALS. SLAB AND BE SEALED AT THE SLAB LINE TO PREVENT AIR LEAKAGE. 4. ALL UNDERFLOOR EQUIPMENT SHALL BE COORDINATED WITH ARCHITECTURAL DRAWINGS FOR FURNITURE AND MILLWORK LOCATIONS. 5. GENERAL CONTRACTOR SHALL COORDINATE INSTALLATION SEQUENCING FOR EACH COMPONENT WITHIN THE IF EQUIPMENT DOESN'T FIT IN SPACE BETWEEN PEDESTALS, ACCESS FLOOR CONTRACTOR SHALL BRIDGE PEDESTALS TO ACCOMMODATE EQUIPMENT USING ACCESS FLOOR MANUFACTURE'S STANDARD BRIDGING DETAIL 14. NEOPRENE GASKET SHALL BE PROVIDED WHERE ACCESS FLOOR PANELS ABUT VERTICAL SURFACES TO MAINTAIN AIR TIGHTNESS OF ACCESS FLOOR PLENUM. ACCESS FLOOR TO MINIMIZE DISTURBANCE OF THE AIR PLENUM AND ENSURE PROPER AIR-SEALING. 15. WALLS AND PARTITIONS SHOWN ON THIS PLAN SHALL EXTEND BELOW THE ACCESS FLOOR. ALL OTHER WALLS REST ON TOP OF ACCESS FLOOR, U.N.O. WALL / PARTITION LEGEND REFER TO DOOR SCHEDULE EXTERIOR WALL, REFER TO EXTERIOR WALL TYPE DRAWING FOR WALL ASSEMBLY AND FINISH EXTERIOR WALL REFER TO DOOR SCHEDULE WALL FINISH -REFER TO FINISH PLAN WALL TYPE, REFER TO PARTITION TYPE DRAWING INTERIOR PARTITION 2 3 4 5 6 7 10 9 1.1 1 4' - 0" 37' - 6" 1 ______ A251 5 4 ______ A301 5 BREAKROOM 207 FLOR3 OFFICE 208 WORKROOM 209 SIM F3 F3 A A 15 ______ A564 A6 A A6 A FLOR3 38' - 6" 2 ______ A251 5 9 ______ A564 FLOR4B TYP AT FLOOR DRAINS B6 WOMEN 212 A3 B6 A F6 A FLOR2B JANITORIAL 213 FLOR5 1 ______ A305 1 ______ A253 F3 A SIM 13 ______ A564 B6 A B6 A SIM 13 ______ A564 F3 A EAC OFFICE 210 F3 A FLOR4B MEN 214 F3 A B6 A B6 A 1 ______ A564 F6 FLOR3 SIM 7 ______ A564 B6 A B6 A 14 ______ A564 TYP AT RR DOORS ELEV-A 38' - 6" 38' - 6" 38' - 6" 38' - 6" 3 ______ A251 5 ______ A302 SPACE UNDER ACCESS FLOOR IN EAC SUITE IS NOT USED AS AIR PLENUM - TYP 5 4 ______ A251 6 ______ A303 STUDIO 1 217 FLOR3 OMIT SEALER ON CBD-1 UNDER ACCESS FLOOR IN EAC SUITE, TYP STORAGE 218 LOCKERS 219 EAC MDF 215 A6 WIP 221A CERAMICS 1 221 B6 A OMIT SEALER ON CBD-1 UNDER ACCESS FLOOR IN EAC SUITE, TYP FLOR3 CERAMICS 2 222 B6 A TYP AT TRENCH DRAINS 8 ______ A564 1 ______ A252 2 ______ A252 3 ______ A252 10.1 10.2 5 F6 WIP 222A STORAGE 224 2 ______ A305 5 5 ______ A308 6 13 ______ A364 FLOR5 FLOR5 F6 ELEV-B F6 FLOR5 A6 OFFICE 220 A6 A HC IDF 216 FLOR3 A6 6 ______ A564 TYP AT TRENCH DRAINS 15 ______ A564 JANITORIAL 223 F6 A F6 A 4 ______ A308 7 8 ______ ______ A203 A374 1 ______ A304 6 6 6 5 ______ ______ A374 A374 3 ______ A305 H6 A SIM 13 ______ A564 H6 A B6 A B3 FLOR3 ACCESS FLOOR WORK PLANE 14' - 0 5/8" 9 ______ A552 FLOR3 OMIT SEALER ON CBD-1 UNDER ACCESS FLOOR IN EAC SUITE, TYP 8 ______ A552 3 ______ A564 ALIGN ACCESS FLOOR GRID TO WALL IN E-W DIRECTION A6 A 6 ______ A564 CORRIDOR 245 PROVIDE ACCESS DOOR FOR MOISTURE SENSOR ACCESS, TYP 7 ______ A564 TYP AT DOOR A6 A FLOR2B A6 A6 A OFFICE 211 FLOR2B A6 5 FLOR2B STORAGE 204 C6 A6 SIM 13 ______ A564 10' - 7" 3' - 1 1/2" 9' - 1" 1' - 11 1/4" A6 GIFT SHOP 205 A6 " 4 / 3 8 - ' 8 C6 A6 " 1 1 - ' 1 " 4 / 3 9 - ' 4 " 4 / 1 0 - ' 2 ATRIUM 201 FLOR3 C6 A GALLERY 202 B6 FLOR3 1' - 10 3/8" A3 A3 A6 A ALL GENDER 231 B6 A FLOR4B CBD-1 ALL GENDER 230 B6 A STUDIO 2 232 2 ______ A551 B6 A 12 ______ A552 F3 A FLOR3 OMIT SEALER ON CBD-1 UNDER ACCESS FLOOR IN EAC SUITE, TYP STORAGE 229 F6 A OPEN BELOW STUDIO 3 228 CERAMICS 3 227 FLOR5 B6 A 6 ______ A564 GLAZE MIX 226A FLOR3 B6 SPRAY 226B A3 GLAZE 226 KILN 234 B6 FLOR5 B6 A FLOR5 4 ______ A305 6 ______ A305 5 ______ A305 8 ______ A306 1C T3 MECH DUCT UNDER CONCRETE FLOOR 6 ______ A564 16 ______ A564 WIP 227A B6 A B6 B6 A FLOR3 STAIR 4 2S4 6 ______ A564 B6 A FLOR3 A3 1A " 0 - 6' 3 ______ A302 ROOF-3A KNEE WALL FLOOR PANEL GRIDS TO ALIGN CONTINUOUSLY WITH INTERIOR PAVERS " 5 - 1' " 0 - 6' ROOF-2 ROOF-3A I I L L A W O T D R G R O O L F S S E C C A N G I L A 1' - 10 3/8" A3 ACCESS FLOOR WORK PLANE FLOR3 ALIGN EDGES WITH FLOOR GRID, TYP. 6 ______ A311 2 ______ A303 " 0 - ' 2 ROOF-2 3 ______ A303 22' - 8" 15' - 10" 12' - 2" 2 ______ A251 SCPR-1 SCPR-1 4 3 ______ A251 TRIM SOUTHERNMOST LINE OF PEDESTALS. REFER TO /1 A361 2 ______ A302 1" 5 PRIMARY EXTERIOR DRAIN SCPR-1 SCPR-1 12' - 9" 15' - 3" SCPR-1 6 4 ______ A251 7 INTERNAL DRAIN SCPR-1 9' - 3" 18' - 9" SCPR-1 1' - 3" SCPR-1 1 ______ A252 9 I N O T C E R D S N N - I ALL GENDER 237 B6 A B6 A F6 B6 A FLOR4B F3 FLOR3 ALL GENDER 236 14 ______ A564 B6 B6 A A 14 ______ A564 FLOR4B B6 A F6 A B6 A F6 A SIM T3 13 ______ A564 1C WELLNESS 235 FLOR2B T3 1C B6 A B6 A F6 B6 A SIM 13 ______ A564 STORAGE 239 A6 B6 A AV 240 A6 A A6 A6 A SIM 13 ______ A564 13' - 3" B6 A SIM 13 ______ A564 " 5 - 1' T3 2C 2 ______ A307 2C 8 ______ A375 T3 5 3 ______ A307 / " 8 7 4 - ' 8 B6 A 7 ______ A181 COMMUNITY MEETING ROOM 238 4 ______ A307 5 6 ______ A375 5 ______ A307 ROOF-3A ROOF-3B 6 ______ A306 5 ______ A375 THE LOFT 203 FLOR2B C6 SIM 13 ______ A564 B6 A C6 " 0 - 3' " 5 - 1' 2 ______ A301 ROOF-3A SCPR-1 1 ______ A307 " 2 - ' 9 1 INTERNAL DRAIN 2 1 LEVEL 2 ACCESS FLOOR PLAN A102.0 1/8" = 1'-0" ROOF-3B ROOF-3A / " 8 5 0 - ' 2 " 1 - ' 1 3 1.1 1 1 ______ A251 1 ______ A253 4 ______ A304 4 ______ A252 9 ______ A306 10 ______ A306 Southdale Library + Edina Art Center 7001 York Ave S, Edina, MN 55435 County Project No: 1005259 County Contract No: PR00006399 County Facilty No: 071 County Project Manger: Liz Veaderko Signature Print Name Matthew Kruntorad Date 6/27/2025 License No 48542 10.1 10 10.2 N N 15 DEGREES PLAN NORTH TRUE NORTH I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the Laws of the State of Minnesota. ISSUE / REVISION 100% CONSTRUCTION DOCS Mark Date 06-27-2025 100% CONSTRUCTION DOCS Description LEVEL TWO ACCESS FLOOR A102.0 A " 0 - ' 4 A.1 " 0 - ' 2 3 " 0 - ' 0 3 " 0 - ' 0 3 " 0 - ' 0 3 B C E F " 0 - ' 8 1 G H " 0 - ' 4 2 ______ A253 D 1 ______ A254 2 ______ A254 t v r . e r u t c e t i h c r A _ 4 2 R _ 1 2 0 3 2 0 2 / y r a r b L i l e a d h t u o S 1 2 0 3 2 0 2 / / : s c o D k s e d o t u A M A 4 0 : 8 4 : 0 1 5 2 0 2 / 7 2 / 6 . d L t , e l t s a c k c o R & r e r e h c S , r e y e M t h g i r y p o C 3 2 0 2 i g n w a r D Architecture and Interiors Civil and Landscape Structural and Facade Mechanical, Electrical and Plumbing Technology Lighting EOR Studio NYL Victus Engineering KCL Mazzetti Acoustic KRA 510 Marquette Avenue South, Suite 200 Minneapolis, MN 55402 | 612.375.0336 MSR Project No: 2023021 1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651. 770.8448 219 N 2nd Street #120 Minneapolis, Minnesota 55401 | 303.558.3145 2327 Wycliff St Suite 230, St Paul, MN 55114 | 612.859.8299 300 4th St, West Des Moines, IA 50265 | 515.724.7938 1999 Broadway, Denver, CO 80202 | 720.644.5032 4826 Chicago Ave, Minneapolis, MN 55417 | 612.374.3800 Owner Hennepin County Minnesota Facility Services Department A2208 Government Center, 300 South Sixth Street Minneapolis, MN 55487 | 612-596-6949 Page 87 of 202 WALL / PARTITION LEGEND REFER TO DOOR SCHEDULE EXTERIOR WALL, REFER TO EXTERIOR WALL TYPE DRAWING FOR WALL ASSEMBLY AND FINISH EXTERIOR WALL REFER TO DOOR SCHEDULE WALL FINISH -REFER TO FINISH PLAN WALL TYPE, REFER TO PARTITION TYPE DRAWING INTERIOR PARTITION 5 ______ A189 4 ______ A252 13 ______ A364 6 STORAGE 243 FLOOR PLAN GENERAL NOTES 1. CONTRACTOR IS RESPONSIBLE FOR ENSURING AN AIRTIGHT BUILDING. ALL SEAMS AND GAPS BETWEEN EXTERIOR 14. CONTRACTOR SHALL PROVIDE ALL NECESSARY INFRASTRUCTURE SUCH AS POWER, DATA, OPENINGS, BLOCKING, WALL ASSEMBLIES SHALL BE SEALED TIGHT, TYP. 2. REFER TO G-SERIES FOR GENERAL INFORMATION ON MATERIAL AND FINISH TAGS IN DRAWINGS, INCLUDING BASIS OF DESIGN SELECTIONS. REFER TO PROJECT MANUAL FOR DETAILED INFORMATION. 3. REFER TO G-SERIES FOR TYPES AND SYSTEMS DRAWINGS FOR WALL, FLOOR, AND ROOF ASSEMBLIES. 4. ALL DIMENSIONS ARE TO GRIDLINES, OR TO FACE OF WALL SUBSTRATE (E.G. GYP BD), AND NOT TO THE FACE OF ANY ADDITIONAL, APPLIED FINISHES, U.N.O. UNISTRUT, ETC FOR OWNER PROVIDED EQUIPMENTS SUCH AS AMH, BOOK DROPS AND AV EQUIPMENT. COORDINATE ALL REQUIREMENTS WITH EQUIPMENT PROVIDER / INSTALLER. REFER TO SPECIFICATION FOR FULL LIST OF OWNER PROVIDED EQUIPMENT WITH ROLE OF CONTRACTOR DEFINED. 15. INDIVIDUAL STUD LOCATIONS FOR LIGHT GAUGE FRAMING ARE NOT PROVIDED. REFER TO INTERIOR ELEVATIONS FOR CRITICAL STUD LOCATIONS IMPACTING FINISH INSTALLATION. PROVIDE PROPER BLOCKING FOR WALL MOUNTED FIXTURES SUCH AS WALL FINISHES, MILLWORK, AND TOILET ACCESSORIES. REFER TO MILLWORK PLANS, FINISH PLANS AND INTERIOR ELEVATIONS FOR SCOPE AND LOCATION. 16. STEEL ANGLE LEDGE TO BE PROVIDED WHERE ACCESS FLOOR ABUTS WALL BELOW DOOR THRESHOLD OR ABOVE 5. REFER TO ACCESS FLOOR PLANS FOR WALLS AND PARTITIONS THAT EXTEND BELOW THE ACCESS FLOOR. ALL OPENING IN WALL SPANNING MULTIPLE ACCESS FLOOR PANELS FOR DUCTS. OTHER WALLS REST ON TOP OF ACCESS FLOOR, U.N.O. 6. PARTITION TYPES IN THE FLOOR PLANS SHOW CORE WALL ASSEMBLY ONLY. REFER TO FINISH PLANS FOR ADDITIONAL APPLIED FINISHES. PROVIDE PAINT FINISH WHERE THERE IS NO OTHER FINISH IS SPECIFIED, U.N.O. 17. NO CONDUIT SHALL BE EXPOSED TO VIEW IN PUBLIC SPACE, U.N.O. WHERE CONDUIT IS INDICATED ON A CONCRETE SURFACE, IT SHALL BE BURIED WITHIN THE CONCRETE. REFER TO STRUCTURAL FOR COVERAGE REQUIREMENTS. 18. TROUGHS FOR PERIMETER FAN COIL UNITS SHALL APPEAR CONTINUOUS, WITH BLANK GRILLES ADDED WHERE 7. REFER TO EXTERIOR ELEVATIONS FOR EXTERIOR GLAZING TYPES AND INTERIOR ELEVATIONS FOR INTERIOR NECESSARY. MITER ALL GRILLES AT CORNER CONDITIONS. GLAZING TYPES. 8. SEE RCP FOR ROLLER SHADE LOCATIONS. 9. SEE A601 FOR TYPICAL DOOR DETAILS AND TYPICAL OFFSET FROM WALL. DOORS ARE LOCATED PER THESE DETAILS UNLESS OTHERWISE NOTED. 10. SEE CODE DRAWINGS FOR LOCATIONS AND REQUIREMENTS FOR FIRE RATING. ENSURE FIRE RATINGS ARE CONTINUOUS AROUND SHAFTS AND BETWEEN FLOORS. 11. SHAFT WALLS SHALL EXTEND TO BOTTOM OF FLOOR DECK, U.N.O. JOINTS SHALL BE PROVIDED TO MAINTAIN REQUIRED FIRE RATING SPECIFIED IN CODE PLANS AND TO ACCOMMODATE ANY STRUCTURAL DEFLECTION. 12. PENETRATIONS THROUGH FIRE RATED SHAFT WALL SHALL BE SEALED WITH FIRE SEALANT. PROVIDE FIRE/SMOKE DAMPER FOR DUCT PENETRATIONS THROUGH FIRE RATED SHAFT WALLS, U.N.O. 13. PROVIDE LEVEL 4 FINISH FOR ALL GYPSUM SURFACES, U.N.O. 1.1 1 2 4' - 0" 3 4 5 6 7 1 ______ A251 37' - 6" 2 ______ A251 38' - 6" 3 ______ A251 38' - 6" FLOR3 38' - 6" 4' - 1" 14' - 0" 1' - 11" 1 ______ A375 18 TYP. 3 ______ A375 TYP. 5 4 ______ A375 13 5 13 1 ______ A152 5 3 ______ A401 17 1' - 11 3/4" 8' - 6" 5 4 ______ A375 SIM. 16 3 ______ A375 SIM. 4 ______ A251 38' - 6" 38' - 6" 1' - 7" 10' - 6" 9' - 2" 8' - 4" 4' - 1" 5' - 1" A205 A201 1 3 5 13 FIN-1 15 5 14 5 13 5 13 5 " 1 - ' 1 9' - 4 3/8" 13' - 6" B6 1' - 11 3/4" " 1 - ' 1 " 6 - ' 1 7' - 1" 5' - 7" 1' - 11" F2 8' - 7" 8' - 11 1/4" 6' - 8 3/4" " 1 - ' 1 F6 9" 1' - 0" A6 7' - 11" F2 23' - 11" 13' - 7" 9' - 10" 9 10.1 10 1 ______ A252 4' - 0" 5' - 5" 10.2 2 ______ A252 12' - 3" 2 ______ A375 A.1 " 0 - ' 4 19 1' - 7 1/ 2 " 1 ______ A305 5 " 0 - ' 6 3 " 1 - ' 1 90° " 0 - ' 2 BREAKROOM 207 1' - 1" " 0 1 - ' 1 1 A506 16 F6 A 207 2' - 1" F3 A 15 ______ A572 A0.6 1 ______ A253 OFFICE OFFICE 208 208 A6 A A6 A 208 17 A506 18 19 EAC OFFICE 210 1 ______ A572 " 2 / 1 0 1 - ' 7 WORKROOM 209 " 2 / 1 1 1 - ' 3 F3 A JANITORIAL 213 213 WOMEN 212 212 2' - 11" 7' - 5 1/4" 6 3/4" 214 F3 A MEN 214 FEC-3 2 A502 A502 3 H6 A DPTN-1C 5 B6 A 210 A506 " 1 1 - ' 6 12 ______ A572 STAIR 1 2S1 ELEV-A 3 2 A506 4 " 2 - ' 3 2 B6 A B6 A R 2' - 0" GIFT SHOP 205 10 205A205A A6 TO UNDERSIDE OF COUNTERTOP 13 A506 11 DPTN-1C 12 A6 RECEPTION 206 ATRIUM 201 13 ______ A572 20 10 ______ A572 6" 211 " 3 - ' 1 " 5 - ' 3 1 OFFICE 211 A6 A506 20 A6 STORAGE 204 5 21 " 0 1 " 0 1 - ' 3 F6 K6 1 A A6 221 8 ______ A552 10"10" 215 EAC MDF 215 A6 K6 1 A K6 1 A K6 1 A A6 " 1 1 - ' 1 1 A6 8' - 4" A6 OFFICE 220 HC IDF 216 A6 A 220 216 4 ______ A152 232 4" B6 A 3' - 0" 231 230 A6 ALL GENDER 231 ALL GENDER 230 F3 A 11' - 10" 3' - 0" STORAGE STORAGE 229 229 A6 A6 WIP 221A A6 " 4 / 1 9 - ' 6 " 8 / 7 3 - ' 7 " 8 / 7 0 - ' 9 A6 A " 0 1 5' - 11" B6 A " 4 - ' 2 1 STUDIO 1 217 5 A508 4 STORAGE 218 LOCKERS 219 B6 A ACTIVE/INACTIVE PAIR, TYP.; BOTH LEAVES OPERATE TO 90 DEG; SEE DOOR SCHED 5 ______ A572 DPTN-1C 8' - 6" 2 EQ SPACES 245A DPTN-1C 1 ______ A565 A565 4 B6 A " 2 - ' 1 " 0 1 " 0 1 - ' 8 " 8 / 7 1 - ' 2 1 7' - 4 3/8" 4 A502 11 A565 2 ______ A551 DPTN-1C CUSTOM MILLWORK COUNTER SEE RAILING DRAWINGS 12 ______ A552 A6 EQ EQ 4 3/4" 217 A6 219 218 A6 A 9 ______ A552 A6 6 ______ A572 A6 A FEC-3 7 ______ A572 5' - 9" A6 A 7' - 2" 6 A508 STUDIO 2 232 A L I G N W I T H M E T A L P A N E L , T Y P . 1 2' - 6 " VERTICAL CONTROL JOINT, ALIGN WITH EDGE OF DPTN 13.567° 2' - 1 3/4" R 5' - 0" " 4 / 1 2 - ' 3 " 2 / 1 2 - ' 1 CONTROL JOINT, SEE FIN PLAN; TYP 3 A508 CERAMICS 1 221 TRENCH DRAIN TRENCH DRAIN, PROVIDE POSITIVE SLOPE TOWARD DRAIN, TYP. A6 TYP AT TRENCH DRAIN 8 ______ A564 B6 A CERAMICS 2 222 13' - 8" 13' - 1 1/4" 2 A508 1 A6 A CORRIDOR 245 228 4" 227 4" A6 A A6 10" A6 A " 2 - ' 1 " 8 - ' 1 A0.5 F6 90° STORAGE 224 6' - 10" " 0 - ' 2 1 D 9' - 7" W A6 JANITORIAL 223 " 2 - ' 1 1 9' - 7" F6 A 223 1' - 6 1/4" A6 A6 A A6 A 226 4" " 0 - ' 6 A6 6' - 10" A6 A " 0 1 5' - 7" B6 A A.1 5 2 ______ A305 1 5' - 1 " 5 ______ A308 1C 3' - 6 " 1 ______ A304 GDR L-3 OUTDOOR KILNS 242 T3 1' - 1" 3' - 8" 1 ______ A376 245B BLRD-2 3 " 3 ______ A305 30 242A 242B 1' - 1" 4 ______ A308 31 6 ______ A374 8 ______ A203 3' - 5" 224 10"10" 1' - 0" 234A 1' - 6" FEC-0 1' - 1" 2 ______ A376 29 " 3 - ' 2 " 0 1 - ' 6 10' - 8 3/4" F6 WIP 222A 1 ______ A405 ELEV-B 222 F6 1' - 5 3/4" FEC-3 9 A 7' - 10" A405 A6 A 226A " 0 1 B6 11 A508 GLAZE MIX 226A A3 " 4 6 / 3 1 1 1 - ' 1 4 10 A565 2 ______ A565 7' - 4 3/8" 3 ______ A566 TO GLULAM TYP R 5' - 6" / " 4 6 9 5 0 1 - ' 5 3 ______ A302 " 0 - ' 0 6 2 A202 A6 5 5 22 6 ______ A306 A6 1' - 1" 5 23 7 ______ A375 C6 12' - 7" 205B 1' - 8" 10' - 0" C6 10' - 7" GALLERY 202 " 2 / 1 0 - ' 3 1 8 7 A506 6 " 2 / 1 9 - ' 4 " 2 / 1 0 - ' 1 " 0 - ' 7 1 C6 6' - 1 1/2" 204B C6 A 204A 17' - 0" 2' - 2 1/2" A6 F3 14 2' - 1 1/2" A506 15 THE LOFT 203 " 0 - ' 1 1 " 0 - ' 6 4 ______ A572 1' - 1" " 5 - 1' 116.584° 90° 2 ______ A301 203 9 A506 C6 DPTN-1C PERIMETER FAN COIL UNIT GRILLES HAVE A CONTINUOUS APPEARANCE AS SHOWN IN PLAN. INCLUDE EMPTY TRENCH AND MITERED CORNER GRILLES WHERE SHOWN. SEE MECH FOR THE QUANTITY AND LOCATION OF ACTIVE UNITS 3' - 1" D1 2' GRAVEL EDGE ROOF-3A ROOF-3B SIM 6 ______ A376 " 0 - 3' " 0 - 4' " 0 - 3' +6" 11 ______ A361 +1' 3' - 0" 6' - 0" 11" 2' - 0"3' - 1" MOUND GROWING MEDIA 3' - 0" 4' - 9 35/64" S E C A P S Q E 2 " 8 / 5 1 - ' 7 " 4 . D E H C S E E S " 4 / 3 1 1 - ' 2 2 S E C A P S L A U Q E 6 " 8 / 1 7 - ' 6 3 1 A506 202 A565 5 DPTN-1C 14 ______ A572 R 2' - 0" 15' - 11 3/4" FEC-3 11 ______ A572 9 ______ A361 241A 4 ______ A376 3 ______ A376 118' - 0" DBOX-1 RAIN-1 SEE ROOF PLAN TERRACE 241 ROOF-2 1 ______ A365 " 0 - ' 0 3 " 0 - ' 8 1 " 0 - ' 4 1 ______ A307 2' - 0" TYP. PERIMETER GRAVEL ROOF DRAIN, PROVIDE PERFORATED SCREEN, TYP. , SEE PLUMBING 1 LEVEL 2 FLOOR PLAN A102.1 1/8" = 1'-0" 1' - 1" 11" 1' - 9" " 9 - ' 1 " 0 - ' 2 " 2 - ' 1 1 ______ A251 1 1.1 GDRL-2 11' - 3 33/64" 12' - 0" 15' - 2 31/64" 3' - 3" 3' - 0" 2 ______ A251 3 ______ A251 38' - 6" 4 7 8 A508 TRENCH DRAIN 12 B6 A508 13 CONTROL JOINT, SEE FIN PLAN; TYP 234B " 4 229B " 4 229A 18 ______ A572 4' - 0" K6 F6 K6 A6 5 ______ A572 4' - 0" 3' - 10" 18' - 0 1/4" STUDIO 3 228 B6 A CERAMICS 3 227 1' - 8 1/2" 10' - 4" SPRAY 226B 226B A3 WIP 227A 8' - 3 1/4" B6 1' - 8 1/2" " 8 - ' 5 " 0 - ' 9 " 6 - ' 5 " 1 - ' 2 GLAZE 226 " 6 - ' 7 1 9 A508 10 22' - 11 1/4" B6 A B6 STAIR 4 2S4 B6 KILN 234 1 ______ A413 " 2 / 1 2 - ' 1 4' - 3" 3' - 7 3/4" 233 3 EQ PANELS 5' - 0" DPTN-1C 12' - 6" 20' - 10" F3 F6 A F3 REV 18 ______ A572 DPTN-1C 12' - 6" DPTN-1C 12' - 6" 1 A502 " 2 / 1 8 - ' 9 B6 A 2 ______ A152 B6 A 1' - 10 1/4" ALIGN WITH WALL PANELS 4' - 1 3/4" ALIGN WITH WALL PANELS 201B 6 A565 R 2' - 0" OPEN BELOW 27' - 6 5/8" DN 1 ______ A410 4 ______ A305 5 ______ A305 8 ______ A306 T3 1C SEE LANDSCAPE FOR OUTDOOR PLAZA SCOPE EDGE OF PARKING RAMP WALL A206 1 T3 B6 A 3 ______ A152 201A 1C 28 CONCRETE KEY SEE STRUCTURAL B6 A 235 1' - 1" 8 A507 WELLNESS 235 27 T3 ALL GENDER 236 9 ______ A306 " 3 - ' 9 " 0 - ' 1 A201 3 10 ______ A306 A507 1 1' - 7" 6' - 3" 9 A507 237 236 FEC-3 B6 A B6 A 238A F3F3 239A A6 11" 240 AV 240 A6 A B6 A 5 4 A507 / " 4 1 1 - ' 8 ALL GENDER 237 F6 STORAGE 239 13' - 3" B6 A / " 2 1 1 - ' 2 / " 8 5 4 - ' 6 1 " 0 - ' 6 B6 A A6 " 2 / 1 4 - ' 1 1 " 1 1 - ' 8 " 0 1 - ' 4 / " 4 1 1 1 - ' 5 / " 4 3 3 - ' 7 19 ______ A552 SIM 17 ______ A572 A6 FEC-3 238B 3 A507 4' - 3 3/4" R 2' - 0" 3' - 0" 8 ______ A572 10' - 11 3/8" A6 A 239B 1 ______ A181 A6 GL-2 A565 8 R 5' - 6" TO GLULAM 3 ______ A565 3 ______ A187 A507 2 ATRIUM 201 / " 2 1 4 - ' 8 3 " 1 1 - ' 1 1 5 26 F3 F3 1' - 1" 1' - 1" 6 A507 25 2 ______ A307 5 3 ______ A307 1' - 1" 14 ______ A567 4 ______ A307 24 EDGE OF PARKING RAMP WALL 90° 7 5/64" " 1 - ' 1 5 5 ______ A307 9 ______ A375 COMMUNITY MEETING ROOM 238 " 2 - 3' 31' - 0" ROOF-3A TYP 3 ______ A566 A565 9 A503 2 ATRIUM 201 " 0 - 0' 1 " 0 - 3' 4 A204 +6" +1' 3' - 9 7/8" 1' - 8 5/32" A507 A507 10 11 32 39' - 3 1/2" ROOF-3A MOUND GROWING MEDIA " 0 1 - ' 8 " 0 - ' 3 " 0 - ' 3 31' - 11 1/8" " 2 - ' 9 " 0 - 6' CANE DETECTION BELOW STRUCTURAL BRACING, TYP RL-4 ROOF-3A 18' - 3" 29' - 9" 241B 238C ROOF DRAIN, PROVIDE PERFORATED SCREEN, TYP. , SEE PLUMBING " 0 - ' 2 3 ______ A303 6 ______ A376 4' - 5" 2 ______ A365 " 2 - ' 7 GDRL-2 2 ______ A302 5 PRIMARY DRAIN DOWNSPOUT 3 A207 1 A202 6 4 ______ A251 A B C E F G H D 38' - 6" 1 ______ A252 DBOX-1 RAIN-1 SEE ROOF PLAN ROOF-3B GRAVEL EDGE D2 GRDL-2 RETURN TO WALL 7 9 10 10.1 10.2 N N 15 DEGREES ? PLAN NORTH TRUE NORTH Southdale Library + Edina Art Center 7001 York Ave S, Edina, MN 55435 County Project No: 1005259 County Contract No: PR00006399 County Facilty No: 071 County Project Manger: Liz Veaderko Signature Print Name Matthew Kruntorad Date 6/27/2025 License No 48542 I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the Laws of the State of Minnesota. ISSUE / REVISION 100% CONSTRUCTION DOCS Mark Date 06-27-2025 100% CONSTRUCTION DOCS Description LEVEL TWO A102.1 Architecture and Interiors Civil and Landscape Structural and Facade Mechanical, Electrical and Plumbing Technology Lighting EOR Studio NYL Victus Engineering KCL Mazzetti Acoustic KRA 510 Marquette Avenue South, Suite 200 Minneapolis, MN 55402 | 612.375.0336 MSR Project No: 2023021 1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651. 770.8448 219 N 2nd Street #120 Minneapolis, Minnesota 55401 | 303.558.3145 2327 Wycliff St Suite 230, St Paul, MN 55114 | 612.859.8299 300 4th St, West Des Moines, IA 50265 | 515.724.7938 1999 Broadway, Denver, CO 80202 | 720.644.5032 4826 Chicago Ave, Minneapolis, MN 55417 | 612.374.3800 Owner Hennepin County Minnesota Facility Services Department A2208 Government Center, 300 South Sixth Street Minneapolis, MN 55487 | 612-596-6949 2 ______ A253 1 ______ A254 2 ______ A254 A B C D E F G H t v r . e r u t c e t i h c r A _ 4 2 R _ 1 2 0 3 2 0 2 / y r a r b L i l e a d h t u o S 1 2 0 3 2 0 2 / / : s c o D k s e d o t u A M A 0 2 : 8 4 : 0 1 5 2 0 2 / 7 2 / 6 . d L t , e l t s a c k c o R & r e r e h c S , r e y e M t h g i r y p o C 3 2 0 2 i g n w a r D Page 88 of 202 FLOOR PLAN GENERAL NOTES 1. CONTRACTOR IS RESPONSIBLE FOR ENSURING AN AIRTIGHT BUILDING. ALL SEAMS AND GAPS BETWEEN EXTERIOR 14. CONTRACTOR SHALL PROVIDE ALL NECESSARY INFRASTRUCTURE SUCH AS POWER, DATA, OPENINGS, BLOCKING, WALL ASSEMBLIES SHALL BE SEALED TIGHT, TYP. 2. REFER TO G-SERIES FOR GENERAL INFORMATION ON MATERIAL AND FINISH TAGS IN DRAWINGS, INCLUDING BASIS OF DESIGN SELECTIONS. REFER TO PROJECT MANUAL FOR DETAILED INFORMATION. 3. REFER TO G-SERIES FOR TYPES AND SYSTEMS DRAWINGS FOR WALL, FLOOR, AND ROOF ASSEMBLIES. 4. ALL DIMENSIONS ARE TO GRIDLINES, OR TO FACE OF WALL SUBSTRATE (E.G. GYP BD), AND NOT TO THE FACE OF ANY ADDITIONAL, APPLIED FINISHES, U.N.O. UNISTRUT, ETC FOR OWNER PROVIDED EQUIPMENTS SUCH AS AMH, BOOK DROPS AND AV EQUIPMENT. COORDINATE ALL REQUIREMENTS WITH EQUIPMENT PROVIDER / INSTALLER. REFER TO SPECIFICATION FOR FULL LIST OF OWNER PROVIDED EQUIPMENT WITH ROLE OF CONTRACTOR DEFINED. 15. INDIVIDUAL STUD LOCATIONS FOR LIGHT GAUGE FRAMING ARE NOT PROVIDED. REFER TO INTERIOR ELEVATIONS FOR CRITICAL STUD LOCATIONS IMPACTING FINISH INSTALLATION. PROVIDE PROPER BLOCKING FOR WALL MOUNTED FIXTURES SUCH AS WALL FINISHES, MILLWORK, AND TOILET ACCESSORIES. REFER TO MILLWORK PLANS, FINISH PLANS AND INTERIOR ELEVATIONS FOR SCOPE AND LOCATION. 16. STEEL ANGLE LEDGE TO BE PROVIDED WHERE ACCESS FLOOR ABUTS WALL BELOW DOOR THRESHOLD OR ABOVE 5. REFER TO ACCESS FLOOR PLANS FOR WALLS AND PARTITIONS THAT EXTEND BELOW THE ACCESS FLOOR. ALL OPENING IN WALL SPANNING MULTIPLE ACCESS FLOOR PANELS FOR DUCTS. OTHER WALLS REST ON TOP OF ACCESS FLOOR, U.N.O. 6. PARTITION TYPES IN THE FLOOR PLANS SHOW CORE WALL ASSEMBLY ONLY. REFER TO FINISH PLANS FOR ADDITIONAL APPLIED FINISHES. PROVIDE PAINT FINISH WHERE THERE IS NO OTHER FINISH IS SPECIFIED, U.N.O. 17. NO CONDUIT SHALL BE EXPOSED TO VIEW IN PUBLIC SPACE, U.N.O. WHERE CONDUIT IS INDICATED ON A CONCRETE SURFACE, IT SHALL BE BURIED WITHIN THE CONCRETE. REFER TO STRUCTURAL FOR COVERAGE REQUIREMENTS. 18. TROUGHS FOR PERIMETER FAN COIL UNITS SHALL APPEAR CONTINUOUS, WITH BLANK GRILLES ADDED WHERE 7. REFER TO EXTERIOR ELEVATIONS FOR EXTERIOR GLAZING TYPES AND INTERIOR ELEVATIONS FOR INTERIOR NECESSARY. MITER ALL GRILLES AT CORNER CONDITIONS. GLAZING TYPES. 8. SEE RCP FOR ROLLER SHADE LOCATIONS. 9. SEE A601 FOR TYPICAL DOOR DETAILS AND TYPICAL OFFSET FROM WALL. DOORS ARE LOCATED PER THESE DETAILS UNLESS OTHERWISE NOTED. 10. SEE CODE DRAWINGS FOR LOCATIONS AND REQUIREMENTS FOR FIRE RATING. ENSURE FIRE RATINGS ARE CONTINUOUS AROUND SHAFTS AND BETWEEN FLOORS. 11. SHAFT WALLS SHALL EXTEND TO BOTTOM OF FLOOR DECK, U.N.O. JOINTS SHALL BE PROVIDED TO MAINTAIN REQUIRED FIRE RATING SPECIFIED IN CODE PLANS AND TO ACCOMMODATE ANY STRUCTURAL DEFLECTION. 12. PENETRATIONS THROUGH FIRE RATED SHAFT WALL SHALL BE SEALED WITH FIRE SEALANT. PROVIDE FIRE/SMOKE DAMPER FOR DUCT PENETRATIONS THROUGH FIRE RATED SHAFT WALLS, U.N.O. 13. PROVIDE LEVEL 4 FINISH FOR ALL GYPSUM SURFACES, U.N.O. WALL / PARTITION LEGEND REFER TO DOOR SCHEDULE EXTERIOR WALL, REFER TO EXTERIOR WALL TYPE DRAWING FOR WALL ASSEMBLY AND FINISH EXTERIOR WALL REFER TO DOOR SCHEDULE WALL FINISH -REFER TO FINISH PLAN WALL TYPE, REFER TO PARTITION TYPE DRAWING INTERIOR PARTITION 4 ______ A252 SCUPPER W/ CHANNEL DOWNSPOUT CONTINUOUS GUTTER A201 3 1 ______ A253 2 ______ A253 1 ______ A254 2 ______ A254 2 1 ______ A251 3 2 ______ A251 4 3 ______ A251 5 6 4 ______ A251 7 31' - 1 3/4" 244' - 10 1/4" 238' - 3 3/8" OSHA GUARDRAIL ROOF1A A201 1 8' - 0 1/2" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 6' - 2 7/8" 9 1 ______ A252 2 ______ A252 3 ______ A252 10 10.1 SIM, REV 10 ______ A376 10.2 CONTINUOUS TOP TAIL PT-4C TYP., PROVIDE MITER JOINT, TYP. CONTINUOUS OUTRIGGER FOR FIN SUPPORT PT-4C TYP. ROOF1A 2" 1/2" / 1 1 ______ A190 ELEVATOR OVERRUN EXHAUST FAN, REFER TO MECHANICAL OMIT GROW-1 " 9 - ' 3 " 9 - ' 3 6' - 8" CRICKET 1/16" / 12" 1/16" / 12" 1/16" / 12" 1/16" / 12" KILN CHIMNEY BY OTHERS ROOF1A " 2 1 / " 4 / 1 DOAS 2 SEE MEP DRAWINGS AHU SEE MEP DRAWING 128' - 4" GROW-1 1/8" STAINLESS STEEL EDGING AROUND GROW-1, TYP. 2 ______ A190 " 2 1 / " 4 / 1 ROOF1A ELEVATOR OVERRUN D W " 3 - ' 6 " 6 - ' 2 8' - 4" - 3 7' 3 1 /2 " O S H A G U A R D R AIL 28' - 4" CRICKET " 2 1 / " 8 ______ 4 / 1 A203 " 4 / 1 7 BMS-1 TIE OFF ANCHOR ATTACHED TO CLERESTORY BEAMS 12' - 8 1/2" 13' - 6" 68' - 11 1/2" 13' - 6" LIFELINE SYSTEM 15' - 0" 14' - 3" 14' - 3" 15' - 0" 13' - 6" 107' - 5 1/2" 15' - 0" 15' - 0" 13' - 0" 13' - 6" 8' - 2 1/2" " 4 / 1 7 " 6 " 0 - ' 2 2 PV ARRAY SEE ELECTRICAL 1/2"/ 12" RELATIVE TO ROOF " 4 / 3 6 - 4 ' " 2 1 / " 6 1 / 3 1 1 13' - 1" BMS-1 68' - 11 1/2" 140' - 0 3/8" " 4 / 1 7 - 6' F O O R E H T F O E G D E O T 1/4"/ 12" TIE OFF ANCHOR ATTACHED STRUCTURAL BEAM BELOW 13' - 6" 14' - 4" " / 1 6 3/1 INTERNAL DRAIN, SEE PLUMBING 1 1 OPEN TOP OVERFLOW SCUPPER " 2 R E L A 1/2"/ 1 TIV E T O R O O F 2" 14' - 9" 1/2"/ 12" RELATIVE TO ROOF 14' - 9" RAIN-1 3 RAIN CHAINS CLNG-2B MPN L-2B " 2 1 / " /2 1 34' - 3 7/16" 34' - 3 1/16" 1/4"/ 12" EQ T.O. PARAPET 4 A204 1/4"/ 12" EQ OPEN TO BELOW OBLIQUE VIEW ROOF-4 MPNL-5 / " 4 6 7 0 - ' 9 3 " 2 1 / " 6 1 / 1 1 2 7' - 0 " 7' - 0 " 5 ______ A360 7' - 0 " 2' - 3" 12 ______ A360 / " 8 5 0 - ' 6 3 OPEN TO BELOW OBLIQUE VIEW " 0 - ' 7 6 PV ARRAY SEE ELECTRICAL PV ARRAY - ADD ALT FUTURE EXPANSION SEE ELECTRICAL 140' - 0 3/8" 14' - 8" 10' - 3" INTERNAL DRAIN, SEE PLUMBING OVERFLOW SCUPPER 1/4"/ 12" EQ EQ EQ EQ 13' - 9 1/2" EQ 68' - 11 1/2" R E L A 1/2"/ 1 TIV E T O R O O F 2" 1/2"/ 12" RELATIVE TO ROOF 137' - 5" 1/4"/ 12" INTERNAL DRAIN, SEE PLUMBING OVERFLOW SCUPPER OPEN TO BELOW OBLIQUE VIEW " 2 1 / " 4 / 3 2 CLNG-2B MPN L-2B 1/2" PER FOOT ROOF CRICKET BOARD, TYP. 14' - 8" " 2 1 / " 4 / 3 2 CLNG-2B MPN L-2B 4 ______ A360 " 2 1 / " 4 / 1 ROOF-4 MPNL-5 SEE PLAN A102 FOR LEVEL 2 PLAZA EXHAUST DUCT, REFER TO MECHANICAL " 3 - ' 6 " 3 - ' 6 " 3 - ' 6 " 3 - ' 6 " 3 - ' 6 " 3 - ' 6 " 6 - ' 7 GROW-1 " 6 - ' 7 13 ______ A413 8 ______ A413 " 3 - ' 3 " 6 - ' 2 130' - 11" 8' - 4" 10" 7 1/4" BACK OF WALL 10' - 0" " 6 - ' 3 1 8' - 0 1/2" 3' - 4" 9' - 1 7/32" PV PANELS " 0 - ' 3 1 " 6 - ' 3 1 " 0 - ' 4 1 " 0 - ' 3 1 " 6 - ' 2 8 CONTINUOUS TIE-OFF SAFETY LINE 7 1/4" 1/2 "/ 1 2 " R E L A TIV E T O R O O F STEPPED PEDESTAL PAVER LANDING " 3 - ' 6 " 3 - ' 6 " 3 - ' 6 " 3 - ' 6 " 3 - ' 6 " 3 - ' 6 EXHAUST FAN, REFER TO MECHANICAL OMIT GROW-1 GROW-1 1/8" STAINLESS STEEL EDGING AROUND GROW-1, TYP. " 3 - ' 1 . P Y T 1' - 8" TYP. " 3 - ' 1 1 " 0 1 7 1/4" 10' - 8" PV PANEL 8' - 0 1/2" " 0 - ' 3 1 " 0 - ' 9 " 0 - ' 9 " 0 - ' 4 1 DOAS 3 SEE MEP DRAWINGS 51' - 8" " 3 - ' 1 1' - 8" " 3 - ' 1 GROW-1 1/8" STAINLESS STEEL EDGING AROUND GROW-1, TYP. 1/2 " / 1 2 " " 2 1 / " 4 / 1 - 3 7' 3 1 /2 " O S H A G U A R R D R AIL 8' - 0 " T Y P. 8' - 0 " 8' - 0 " " 6 - ' 2 1 " 0 - ' 2 " 9 - ' 3 8' - 0 " " 3 - ' 6 " 3 - ' 6 8' - 0 " 8' - 0 " " 3 - ' 6 " 3 - ' 6 " 3 - ' 1 . P Y T 1' - 8" TYP. GROW-1 1/8" STAINLESS STEEL EDGING AROUND GROW-1, TYP. 2 A202 GRT -1 BELOW 8' - 0 " " 3 - ' 6 8' - 0 " " 3 - ' 6 8' - 0 " 8' - 0 3/ 6 4 " 11 ______ A376 " 3 - ' 6 " 9 - ' 3 " 2 1 / " 6 1 / 5 1 10' - 0" ROOF1A CONTINUOUS OUTRIGGER FOR FIN SUPPORT PT-4C TYP. 7' - 0 " 7' - 0 " 7' - 0 " 7' - 0 " 7' - 0 " " 4 / 3 1 - 1' " 2 1 / " 4 / 3 2 CONTINUOUS TOP TAIL PT-4C TYP., PROVIDE MITER JOINT, TYP. CONTINUOUS OUTRIGGER FOR FIN SUPPORT, PT-4C TYP. A AROUND PERIMETER 1.1 1 10 ______ A376 8' - 0 " 8' - 0 " 1 ______ A253 2 ______ A253 1 ______ A254 2 ______ A254 B C D E F G H 1 ROOF PLAN A103 1/8" = 1'-0" t v r . e r u t c e t i h c r A _ 4 2 R _ 1 2 0 3 2 0 2 / y r a r b L i l e a d h t u o S 1 2 0 3 2 0 2 / / : s c o D k s e d o t u A M A 3 3 : 8 4 : 0 1 5 2 0 2 / 7 2 / 6 . d L t , e l t s a c k c o R & r e r e h c S , r e y e M t h g i r y p o C 3 2 0 2 i g n w a r D HSS POST SUPPORT FOR CONTINUOUS TOWEL BAR BEHIND, PAINTED PT-4C CONTINUOUS TOP TAIL PT-4C TYP., PROVIDE MITER JOINT, TYP. 2" 3' - 6" 7' - 10" 6' - 2" 7' - 10" 6' - 2" 7' - 10" 6' - 2" 7' - 10" 6' - 2" 7' - 10" 6' - 2" 7' - 10" 7' - 6" 6' - 6" 6' - 2" 7' - 10" 1 ______ A251 2 ______ A251 1 ______ A310 3 ______ A251 FIN-1 FIN TOP RAIL CONTINUOUS, TYP. 6' - 2" 1 A202 6 7' - 10" 6' - 2" 7' - 10" 6' - 2" 7' - 10" 6' - 2" 7' - 10" 6' - 2" 7' - 10" 6' - 2" 7' - 10" 6' - 2" 7' - 10" 6' - 2" 7' - 10" 6' - 2" 7' - 10" 4 ______ A251 2 ______ A310 1 ______ A252 " 2 1 / " 6 1 / 1 1 2 ROOF-4 MPNL-5 / " 2 1 1 - ' 4 6 ______ A359 78.416° EDGE OF DECK " 4 / 3 1 - 1' 28' - 4" ROOF1A RAIN-1 2 RAIN CHAINS GUTTER ? 8 ______ A360 CONTINUOUS OUTRIGGER FOR FIN SUPPORT PT-4C TYP. 14 ______ A376 CONTINUOUS TOP TAIL PT-4C TYP., PROVIDE MITER JOINT, TYP. HSS POST SUPPORT FOR CONTINUOUS OUTRIGGER, PAINTED PT-4C 4 ______ A252 N N 15 DEGREES PLAN NORTH TRUE NORTH Architecture and Interiors Civil and Landscape Structural and Facade Mechanical, Electrical and Plumbing Technology Lighting EOR Studio NYL Victus Engineering KCL Mazzetti Acoustic KRA 510 Marquette Avenue South, Suite 200 Minneapolis, MN 55402 | 612.375.0336 MSR Project No: 2023021 1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651. 770.8448 219 N 2nd Street #120 Minneapolis, Minnesota 55401 | 303.558.3145 2327 Wycliff St Suite 230, St Paul, MN 55114 | 612.859.8299 300 4th St, West Des Moines, IA 50265 | 515.724.7938 1999 Broadway, Denver, CO 80202 | 720.644.5032 4826 Chicago Ave, Minneapolis, MN 55417 | 612.374.3800 Owner Hennepin County Minnesota Facility Services Department A2208 Government Center, 300 South Sixth Street Minneapolis, MN 55487 | 612-596-6949 Southdale Library + Edina Art Center 7001 York Ave S, Edina, MN 55435 County Project No: 1005259 County Contract No: PR00006399 County Facilty No: 071 County Project Manger: Liz Veaderko Signature Print Name Matthew Kruntorad Date 6/27/2025 License No 48542 I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the Laws of the State of Minnesota. ISSUE / REVISION 100% CONSTRUCTION DOCS Mark Date 06-27-2025 100% CONSTRUCTION DOCS Description ROOF PLAN A103 Page 89 of 202 REFLECTED CEILING PLAN GENERAL NOTES REFLECTED CEILING PLAN LEGEND 1. REFER TO G-SERIES FOR CEILING ASSEMBLY INFORMATION. SEE SPECIFICATION FOR FURTHER INFORMATION ON FINISHES AND ASSEMBLIES 11. SPRINKLER HEADS MOUNTED IN PANELIZED CEILINGS SHALL BE CENTERED ON CEILING PANEL, AND SHALL BE CONCEALED-TYPE HEADS U.N.O. REFER TO FIRE PROTECTION DRAWINGS FOR ADDITIONAL INFORMATION. TS DEVICE - ABBREVIATION MATCHES PREFIX OF DRAWING SERIES (E.G. TS FOR TECHNOLOGY SECURITY) 2. LIGHTING AND DEVICE SYMBOLS ON THIS DRAWING INDICATE PRESENCE OF FIXTURE FOR LAYOUT, POSITION AND COORDINATION PURPOSES. PLEASE REFER TO MECHANICAL, ELECTRICAL AND LIGHTING DRAWINGS FOR ADDITIONAL INFORMATION. 12. COVER PLATES FOR CONCEALED-TYPE SPRINKLER HEADS SHALL BE PRE-FINISHED TO MATCH EMERGENCY EXIT SIGN, REFER TO ELECTRICAL DRAWINGS FOR MORE INFORMATION ADJACENT SURFACES. 3. ALL PENETRATIONS IN CLT DECK NOT SHOWN IN ARCHITECTURAL DRAWINGS MUST BE COORDINATED WITH ARCHITECT PRIOR TO EXECUTION 4. LIGHTS, SPRINKLER HEADS, AND OTHER DEVICES IN CLNG-2 ARE DIMENSIONED FOR GENERAL LOCATION. THESE ELEMENTS SHALL BE CAREFULLY ALIGNED WITH THE OPENINGS IN THE MANUFACTURED METAL CEILING. DO NOT FIELD CUT OPENINGS IN CLNG-2. 13. AT ROOMS WITH PANELIZED CEILINGS, JOINT OR PANEL SHALL BE CENTERED IN ROOM AS SHOWN GRAPHICALLY ON THE CEILING PLAN, U.N.O. WHERE LIGHT FIXTURES ARE LOCATED WITHIN PANEL JOINTS, ADJUST TO CENTERLINE OF FIXTURE. 14. CEILING ELEVATION SHOWN ON DRAWINGS IS MEASURED FROM UNDERSIDE OF FINISHED CEILNIG TO FINISH FLOOR ELEVATION AT EACH LEVEL SHOWN ON DRAWINGS. 5. LINEAR LIGHTING, SPRINKLER HEADS, AND BRANCH PIPING SHALL BE RECESSED WITHIN 15. ALL PENETRATIONS THROUGH CONCRETE OR CLT FLOORS SHALL BE SEALED WITH FIRE CAULKING CHANNELS ROUTED FROM CLT DECK, SEE DETAILS. COORDINATE SPRINKLER PIPE LAYOUT WITH CLT FABRICATOR / INSTALLER. DO NOT FIELD CUT OPENINGS IN CLT DECK WITHOUT APPROVAL FROM ARCHITECT 6. FIRE PROTECTION HEADS SHOWN ON ARCHITECTURAL DRAWINGS ARE ONLY FOR DESIGN INTENT AND TO DOCUMENT CRITICAL ALIGNMENTS. REFER TO FIRE PROTECTION DRAWINGS FOR ALL PERFORMANCE REQUIREMENTS. WHERE ARCHITECTURAL DRAWINGS SHOW EXTRA HEADS BEYOND MINIMUM COVERAGE REQUIREMENTS, THESE SHALL BE PROVIDED TO MAINTAIN DESIGN INTENT SO LONG AS PERFORMANCE IS NOT REDUCED. 7. SPRINKLER HEADS IN CNLG-2 TO ALIGN WITH OTHER DEVICES, U.N.O. TO PREVENT ANY AIR LEAKAGE. 16. ALL SHADES SHALL BE RECESSED INTO CEILING AND CLOSURE CAP SHALL BE PROVIDED AND ALIGNED WITH THE BOTTOM OF ADJACENT CEILING FINISH, U.N.O. 17. ALL EXPOSED ELECTRICAL CONDUITS, MECHANICAL, PLUMBING, SHALL BE PAINTED PT-3A, U.N.O. 18. ALL EXPOSED SPRINKLER PIPES SHALL BE PAINTED PT-3A IN LEVEL 2, U.N.O. 19. ALL EXPOSED SPRINKLER PIPES SHALL BE PAINTED PT-3C IN LEVEL 1, U.N.O. 20. ALL STEEL STRUCTURE ABOVE CLGN2 SHALL BE PAINTED PT-3E. ALL OTHER EXPOSED STEEL 8. SPRINKLER HEADS IN CLT DECK SHALL BE CENTERED BETWEEN GLULAM BEAMS, U.N.O. STRUCTURE SHALL BE PAINTED PT-3A, U.N.O. 9. REFER TO LIGHTING DRAWINGS FOR LIGHT FIXTURE TYPES. 21. ALL EXPOSED METAL DECK ABOVE CLGN2 SHALL RECEIVE ACFIN-2. ALL OTHER EXPOSED METAL DECK SHALL RECEIVE 1" MIN. ACOUSTIC SPRAY MATERIALS ACFIN-1, U.N.O. 10. LIGHT FIXTURES AND DEVICES ARE DIMENSIONED FROM THE CENTER LINE OF THE COMPONENT TO GRIDLINE, U.N.O. 22. ALL EXPOSED MASS TIMEBER STRUCTURE INCLUDING CLT DECKS AND GLULAM BEAMS SHALL 11. SPEAKERS, AND OTHER AV EQUIPMENT MOUNTED IN PANELIZED CEILINGS SHALL BE CENTERED ON CEILING PANEL, U.N.O. REFER TO AV DRAWINGS FOR ADDITIONAL INFORMATION. RECEIVE WDFIN-2, U.N.O. EXPOSED SPRINKLER HEAD, REFER TO FIRE PROTECTION DRAWINGS FOR MORE INFORMATION CONCEALED SPRINKLER HEAD, REFER TO FIRE PROTECTION DRAWINGS FOR MORE INFORMATION 2 3 4 5 6 7 10 9 37' - 6" 38' - 6" 38' - 6" 38' - 6" 38' - 6" 38' - 6" GWB UNDER STAIR, SEE VERTICAL CIRCULATION DRAWINGS MECH 15' - 0" 7' - 4" 10' - 10" EQ EQ EXPOSED CEILING EQ EQ EQ EQ STAIR 1 0S1 EQ EQ 4' - 0" GRT-1 9' - 0" EQ 8' - 7" " 0 - ' 7 " 0 - ' 5 " 3 - ' 0 1 " 0 - ' 3 Q E Q E FA EQ EQ TT FACILITY MANAGEMENT 001 EXPOSED CEILING ACFIN-1 APPLIED TO CEILING EQ EQ 33' - 3" 10' - 11 1/4" 23' - 3" 10' - 0" EXPOSED CEILING EQ Q E Q E MPOP 004 EQ EXPOSED CEILING Q E 4' - 10" 3' - 8" 9' - 8 1/2" " 0 - ' 0 1 Q E TT Q E " 8 - ' 8 " 0 - ' 1 MDF 005 Q E 5' - 6 3/4" EQ EQ ALL EXPOSED STRUCTURAL STEEL ABOVE CLNG-2 TO BE PAINTED PT-3E CLNG-2 10' - 0" MPNL-2A ACFIN-2 ABOVE VEST. PERF. CEILING 14' - 4" EQ EQ EQ EQ EQ EQ CLNG-2 10' - 0" MPNL-2A TT " 0 - ' 3 EQ EQ CENTER ON DOORS " 0 - ' 8 " 0 - ' 1 " 0 1 - ' 6 2' - 3" EXPOSED CEILING JANITORIAL 002 3' - 2" Q E Q E GRT-1 1' - 0" " 0 - ' 7 MECH DUCT 8' - 9" EQ EQ TT 14' - 0 3/4" EQ TT TS 16' - 0" 19' - 11 1/4" 6 ______ A303 10.1 10.2 7 ______ A354 4' - 0" EQ EQ EQ 81' - 2" EXPOSED CEILING CLNG-4 CLNG-4 12' - 3" 12' - 3" 15' - 0" EQ MECHANICAL 006 " 9 - ' 2 " 8 - ' 8 " 0 - ' 1 15' - 0" 15' - 0" 3' - 0" " 6 - ' 8 " 0 - ' 5 EQ EQ ELECTRICAL 007 " 0 - ' 5 4' - 7" EQ " 0 - ' 1 " 0 1 - ' 9 EQ " 4 - ' 7 2' - 5" EXPOSED CEILING TT 5' - 11 1/4" 8" LOADING 009 " 0 - ' 1 EXPOSED CEILING 15' - 0" 15' - 0" 15' - 0" EQ EQ EQ EQ EQ EQ EDGE OF PARKING FOR REFERENCE " 0 - ' 2 3' - 6" " 0 - ' 0 1 " 0 - ' 0 1 EQ EQ EQ EQ EQ EQ ALL CAPITALS IN UNCONDITIONED GARAGE WRAPPED IN TYP. INSUL-5 EQ CLNG-4 12' - 3" EQ EQ LIGHTS, SEE LIGHTING PLAN CLNG-4 12' - 3" UNDER COLUMN CAPITAL, TYP. EQ TT TT PARK-1 15' - 11 1/4" EQ EQ EQ BEAMS IN UNCONDITIONED GARAGE WRAPPED IN TYP. INSUL-5 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" EQ EQ 12' - 3" EQ EQ EQ EQ PARK-1 EQ TT 7' - 11 1/4" TS 16' - 6" EDGE OF PARKING FOR REFERENCE 8' - 7" MECH 2 ______ A303 EQ EQ EQ EQ EQ EQ EQ EQ 14' - 3" " 0 - ' 1 " 0 - ' 1 " 0 - ' 1 " 0 - ' 1 " 2 - ' 7 1 " 0 1 - ' 2 1 " 2 - ' 7 1 " 0 1 - ' 2 1 " 2 - ' 7 1 " 0 1 - ' 2 1 MECHANICAL WELL 10' - 0" E Q EDGE OF PARKING FOR REFERENCE 8' - 9" EQ EQ E Q 1' - 0" GRT-1 GRT-1 TT 4' - 11 1/4" Q E Q E 8' - 9" EQ 14' - 5 1/4" EQ TS TT 13' - 6" EQ " 0 - ' 1 " 6 - ' 5 EQ " 0 - ' 1 1 LOWER LEVEL REFLECTED CEILING PLAN A120 1/8" = 1'-0" INSUL-5 WRAP STRUCTURAL BEAM 15' - 7" " 8 - ' 2 EAC ELEC 011 CLNG-4 13' - 10" " 8 - ' 2 EAC WORKSHOP 012 EQ EQ EQ EQ EQ 22' - 0" CLNG-4 13' - 10" INSUL-5 ON VERTICAL FACE OF BEAM 7 ______ A602 2' - 0" " 0 - ' 1 " 0 1 - ' 5 EQ Q E Q E 11 1/4" 9" TT EQ EQ 2' - 0" CLNG-4 13' - 9" 2' - 6" 10' - 9" INSUL-5 TO WRAP STRUCTURAL BEAM AND CONCRETE WALL ON BOTH SIDES, SEE WALL SECTION 2' - 0" E Q CLNG1C 8' - 1 3/4" 1 HR RATED 3 ______ A412 3' - 9 " E Q E Q STAIR 2 0S2 8' - 6 " 1' - 2" E Q EQ 1' - 10 3/4"1' - 10 3/4" EQ 8' - 0 " ALIGN 1 0' - 3 " EQ EQ E Q ELECTRICAL 014 CLNG-4 12' - 3" EXPOSED CEILING 16' - 6" TS 10' - 9" 8' - 0" " 6 - ' 4 1 " 0 - ' 4 4' - 0 3/4" TT 8' - 0" 10' - 9" 3' - 3" 3' - 0 " E Q 1' - 0 " 2' - 8 " PT-5B 4' - 6" 10' - 0" E Q 4' - 5" LIGHT FIXTURES CONTINUE " 7 - 5' 1 7' - 0" 7' - 0" 9 45/64" TT 15' - 7" E Q INSUL-5 ON VERTICAL FACE OF BEAM, TO FOLLOW RAMP ROOF 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 1' - 0" " 0 - ' 0 1 " 0 - ' 0 1 " 0 - ' 0 1 " 0 - ' 0 1 " 0 - ' 0 1 " 0 - ' 0 1 " 0 - ' 0 1 " 0 - ' 0 1 " 0 - ' 0 1 " 0 - ' 8 " 0 - ' 9 " 0 - ' 1 N N 15 DEGREES PLAN NORTH TRUE NORTH Architecture and Interiors Civil and Landscape Structural and Facade Mechanical, Electrical and Plumbing Technology Lighting EOR Studio NYL Victus Engineering KCL Mazzetti Acoustic KRA 510 Marquette Avenue South, Suite 200 Minneapolis, MN 55402 | 612.375.0336 MSR Project No: 2023021 1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651. 770.8448 219 N 2nd Street #120 Minneapolis, Minnesota 55401 | 303.558.3145 2327 Wycliff St Suite 230, St Paul, MN 55114 | 612.859.8299 300 4th St, West Des Moines, IA 50265 | 515.724.7938 1999 Broadway, Denver, CO 80202 | 720.644.5032 4826 Chicago Ave, Minneapolis, MN 55417 | 612.374.3800 Owner Hennepin County Minnesota Facility Services Department A2208 Government Center, 300 South Sixth Street Minneapolis, MN 55487 | 612-596-6949 Southdale Library + Edina Art Center 7001 York Ave S, Edina, MN 55435 I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the Laws of the State of Minnesota. Signature Print Name Matthew Kruntorad Date 6/27/2025 License No 48542 County Project No: 1005259 County Contract No: PR00006399 County Facilty No: 071 County Project Manger: Liz Veaderko ISSUE / REVISION 100% CONSTRUCTION DOCS Mark Date 06-27-2025 100% CONSTRUCTION DOCS Description LOWER LEVEL REFLECTED CEILING PLAN A120 A B C D E F G H " 0 - ' 0 3 " 0 - ' 0 3 " 0 - ' 0 3 " 0 - ' 8 1 " 0 - ' 4 t v r . e r u t c e t i h c r A _ 4 2 R _ 1 2 0 3 2 0 2 / y r a r b L i l e a d h t u o S 1 2 0 3 2 0 2 / / : s c o D k s e d o t u A M A 3 4 : 8 4 : 0 1 5 2 0 2 / 7 2 / 6 . d L t , e l t s a c k c o R & r e r e h c S , r e y e M t h g i r y p o C 3 2 0 2 i g n w a r D Page 90 of 202 REFLECTED CEILING PLAN GENERAL NOTES REFLECTED CEILING PLAN LEGEND 1. REFER TO G-SERIES FOR CEILING ASSEMBLY INFORMATION. SEE SPECIFICATION FOR FURTHER INFORMATION ON FINISHES AND ASSEMBLIES 11. SPRINKLER HEADS MOUNTED IN PANELIZED CEILINGS SHALL BE CENTERED ON CEILING PANEL, AND SHALL BE CONCEALED-TYPE HEADS U.N.O. REFER TO FIRE PROTECTION DRAWINGS FOR ADDITIONAL INFORMATION. TS DEVICE - ABBREVIATION MATCHES PREFIX OF DRAWING SERIES (E.G. TS FOR TECHNOLOGY SECURITY) 2. LIGHTING AND DEVICE SYMBOLS ON THIS DRAWING INDICATE PRESENCE OF FIXTURE FOR LAYOUT, POSITION AND COORDINATION PURPOSES. PLEASE REFER TO MECHANICAL, ELECTRICAL AND LIGHTING DRAWINGS FOR ADDITIONAL INFORMATION. 12. COVER PLATES FOR CONCEALED-TYPE SPRINKLER HEADS SHALL BE PRE-FINISHED TO MATCH EMERGENCY EXIT SIGN, REFER TO ELECTRICAL DRAWINGS FOR MORE INFORMATION ADJACENT SURFACES. 3. ALL PENETRATIONS IN CLT DECK NOT SHOWN IN ARCHITECTURAL DRAWINGS MUST BE COORDINATED WITH ARCHITECT PRIOR TO EXECUTION 4. LIGHTS, SPRINKLER HEADS, AND OTHER DEVICES IN CLNG-2 ARE DIMENSIONED FOR GENERAL LOCATION. THESE ELEMENTS SHALL BE CAREFULLY ALIGNED WITH THE OPENINGS IN THE MANUFACTURED METAL CEILING. DO NOT FIELD CUT OPENINGS IN CLNG-2. 13. AT ROOMS WITH PANELIZED CEILINGS, JOINT OR PANEL SHALL BE CENTERED IN ROOM AS SHOWN GRAPHICALLY ON THE CEILING PLAN, U.N.O. WHERE LIGHT FIXTURES ARE LOCATED WITHIN PANEL JOINTS, ADJUST TO CENTERLINE OF FIXTURE. 14. CEILING ELEVATION SHOWN ON DRAWINGS IS MEASURED FROM UNDERSIDE OF FINISHED CEILNIG TO FINISH FLOOR ELEVATION AT EACH LEVEL SHOWN ON DRAWINGS. 5. LINEAR LIGHTING, SPRINKLER HEADS, AND BRANCH PIPING SHALL BE RECESSED WITHIN 15. ALL PENETRATIONS THROUGH CONCRETE OR CLT FLOORS SHALL BE SEALED WITH FIRE CAULKING CHANNELS ROUTED FROM CLT DECK, SEE DETAILS. COORDINATE SPRINKLER PIPE LAYOUT WITH CLT FABRICATOR / INSTALLER. DO NOT FIELD CUT OPENINGS IN CLT DECK WITHOUT APPROVAL FROM ARCHITECT 6. FIRE PROTECTION HEADS SHOWN ON ARCHITECTURAL DRAWINGS ARE ONLY FOR DESIGN INTENT AND TO DOCUMENT CRITICAL ALIGNMENTS. REFER TO FIRE PROTECTION DRAWINGS FOR ALL PERFORMANCE REQUIREMENTS. WHERE ARCHITECTURAL DRAWINGS SHOW EXTRA HEADS BEYOND MINIMUM COVERAGE REQUIREMENTS, THESE SHALL BE PROVIDED TO MAINTAIN DESIGN INTENT SO LONG AS PERFORMANCE IS NOT REDUCED. 7. SPRINKLER HEADS IN CNLG-2 TO ALIGN WITH OTHER DEVICES, U.N.O. TO PREVENT ANY AIR LEAKAGE. 16. ALL SHADES SHALL BE RECESSED INTO CEILING AND CLOSURE CAP SHALL BE PROVIDED AND ALIGNED WITH THE BOTTOM OF ADJACENT CEILING FINISH, U.N.O. 17. ALL EXPOSED ELECTRICAL CONDUITS, MECHANICAL, PLUMBING, SHALL BE PAINTED PT-3A, U.N.O. 18. ALL EXPOSED SPRINKLER PIPES SHALL BE PAINTED PT-3A IN LEVEL 2, U.N.O. 19. ALL EXPOSED SPRINKLER PIPES SHALL BE PAINTED PT-3C IN LEVEL 1, U.N.O. 20. ALL STEEL STRUCTURE ABOVE CLGN2 SHALL BE PAINTED PT-3E. ALL OTHER EXPOSED STEEL 8. SPRINKLER HEADS IN CLT DECK SHALL BE CENTERED BETWEEN GLULAM BEAMS, U.N.O. STRUCTURE SHALL BE PAINTED PT-3A, U.N.O. 9. REFER TO LIGHTING DRAWINGS FOR LIGHT FIXTURE TYPES. 21. ALL EXPOSED METAL DECK ABOVE CLGN2 SHALL RECEIVE ACFIN-2. ALL OTHER EXPOSED METAL DECK SHALL RECEIVE 1" MIN. ACOUSTIC SPRAY MATERIALS ACFIN-1, U.N.O. 10. LIGHT FIXTURES AND DEVICES ARE DIMENSIONED FROM THE CENTER LINE OF THE COMPONENT TO GRIDLINE, U.N.O. 22. ALL EXPOSED MASS TIMEBER STRUCTURE INCLUDING CLT DECKS AND GLULAM BEAMS SHALL 11. SPEAKERS, AND OTHER AV EQUIPMENT MOUNTED IN PANELIZED CEILINGS SHALL BE CENTERED ON CEILING PANEL, U.N.O. REFER TO AV DRAWINGS FOR ADDITIONAL INFORMATION. RECEIVE WDFIN-2, U.N.O. EXPOSED SPRINKLER HEAD, REFER TO FIRE PROTECTION DRAWINGS FOR MORE INFORMATION CONCEALED SPRINKLER HEAD, REFER TO FIRE PROTECTION DRAWINGS FOR MORE INFORMATION 2 3 4 CLNG-2 5 6 7 10 9 37' - 6" 38' - 6" 38' - 6" 38' - 6" 38' - 6" 38' - 6" 1.1 1 4' - 0" CEILING SLOPES, SEE SECTIONS ALL EXPOSED STRUCTURAL STEEL ABOVE CLNG-2 TO BE PAINTED PT-3E CLNG1 8' - 0" 14 ______ A563 2'-1 5/8" x 5' GRID UNO CLNG CUT PANEL EDGE AT MULLION, SEE SECTIONS CLNG WHOLE PANEL EDGE SPRAY ACOUSTIC MATERIALS UNDERSIDE OF METAL DECK ONLY, TYP. CEILING SLOPES, SEE SECTIONS WT-4 OFFICE 208 CLNG6B 8' - 6" TT 1' - 0" EQ EQ Q E Q E Q E Q E ACFIN-1 APPLIED TO DECK Q E 5' - 6" EQ EQ Q E 5' - 6" OPEN TO STRUCTURE " 8 - ' 2 TT EQ EQ EQ EQ 1' - 10" OPEN TO STRUCTURE EAC OFFICE 210 1' - 1" BREAKROOM 207 OPEN TO STRUCTURE 5' - 0" EQ EQ " 0 - ' 1 " 0 - ' 7 ACFIN-1 APPLIED TO DECK 5' - 0" 5' - 1" EQ EQ Q E Q E " 6 - ' 5 " 0 1 - ' 1 " 0 - ' 6 " 0 1 - ' 1 " 9 - ' 3 COVE LIGHT EQ EQ Q E Q E Q E Q E WOMEN 212 EQ EQ 15 ______ A563 Q E Q E Q E Q E 126' - 10 5/8" 126' - 4" " 2 / 1 0 1 " 2 1 / " 2 / 1 1 CLNG-2 VARIES STAIR 1 2S1 18 ______ A563 Q E Q E Q E " 6 - ' 3 TT TT JANITORIAL 213 " 0 - Q E ' 1 EQ Q EQE CLNG1 8' - 0" EQ Q E EQ " 0 - ' 1 Q E MEN 214 3' - 0 3/32" " 2 / 1 8 - ' 2 EXPOSED CEILING " 0 - ' 5 11 ______ A408 " 3 - ' 4 " 0 - ' 1 ELEV A 2EA CLNG1 8' - 0" 12 ______ A408 COVE LIGHT 13 ______ A563 16 ______ A563 12 ______ A563 " 2 1 / " 8 / 7 EQ Q E Q E EQ EQ " 9 - ' 2 EQ EQ EQ EQ EQ STUDIO 1 217 OPEN TO STRUCTURE ACFIN-1 APPLIED TO DECK 1' - 10" " 5 - ' 2 " 3 - ' 4 ACFIN-1 APPLIED TO DECK 9' - 0" 1' - 0" TT TT EQ EQ EQ EQ ACFIN-1 Q E EQ EQ EQ 1' - 0" EQ 1' - 0" Q E Q E OPEN TO STRUCTURE EAC MDF 215 WIP 221A EQ Q E 5' - 10" STORAGE 218 OPEN TO STRUCTURE ACFIN-1 APPLIED TO DECK " 2 - ' 1 " 3 - ' 7 OPEN TO STRUCTURE LOCKERS 219 4' - 8" 1' - 0" " 4 - ' 3 F3 SOFFIT 1' - 0" CLNG1 8' - 0" Q E OPEN TO STRUCTURE 1' - 0" ACFIN-1 HC IDF 216 " 0 - ' 1 Q E 4' - 0" " 9 - ' 2 EQ EQ CLNG6B 8' - 0" 2' - 0" " 9 " 8 - ' 1 " 0 - ' 6 OFFICE 220 1' - 0" 1' - 3" 7' - 0" " 0 1 - ' 3 1' - 4" TS CORRIDOR 245 6 ______ A303 ALL EXPOSED STRUCTURE AND MEP DUCTS, PIPES, AND EQUIPMENT TO BE PAINTED WITH (PT-3A), ALL EXPOSED METAL DECK TO RECEIVE ACOUSTIC SPRAY (ACFIN-1), TYP. EQ 1' - 0" ELEC. CORD REEL, BY OTHERS 10' - 4 1/2" Q E Q E " 9 - ' 2 " 2 - ' 2 1 14' - 5" 3' - 9" OPEN TO STRUCTURE EQ Q E EQ EQ EQ ACFIN-1 TT APPLIED TO DECK TT 14' - 5" 3' - 9" Q E CERAMICS 1 221 1' - 0" " 9 - ' 2 " 2 - ' 2 1 Q E 1' - 0" Q E Q E 3' - 9" 3' - 9" OPEN TO STRUCTURE ACFIN-1 APPLIED TO DECK 3' - 9" 3' - 9" CERAMICS 2 222 " 9 - ' 2 10.1 10.2 4' - 0" 1' - 0" Q E Q E 5' - 2" ACFIN-1 WIP 222A Q E 1' - 6" EQ EQ " 3 " 3 - ' 8 STORAGE 224 Q E TT TT OPEN TO STRUCTURE ACFIN-1 APPLIED TO DECK ELEV B 2EB Q E Q E JANITORIAL 223 1' - 0" ACFIN-1 5' - 4" OPEN TO STRUCTURE " 6 - ' 8 1' - 0" 1' - 1" EQ EQ EQ EQ OPEN TO STRUCTURE STORAGE 243 7 ______ A189 10" 7' - 10" 15' - 0" 15' - 0" 14' - 6" 15' - 0" 6' - 0" 12' - 0" 3' - 0" 15' - 0" 6' - 2" 2' - 10" OPEN TO STRUCTURE TS ACFIN-1 APPLIED TO DECK LIGHT COVE ACFIN-1 APPLIED TO DECK 1' - 10" 127' - 7 3/4" EQ EQ 5' - 10 7/8" 5' - 11 1/8" 4' - 9" OFFICE 211 1' - 0" EQ TT EQ " 0 - ' 3 1' - 0" STORAGE 204 " 6 - ' 7 WT-4 CLNG6B 9' - 1" " 4 - ' 7 TT ACFIN-1 APPLIED TO DECK OPEN TO STRUCTURE " 0 - ' 1 8' - 6" Q E Q E Q E Q E EQ EQ Q E F3 SOFFIT CLNG3F VARIES 4 ______ A562 CLNG3F VARIES Q E 17 ______ A563 1' - 0" GIFT SHOP 205 EQ EQ EQ RECEPTION 206 5' - 10 7/8" Q 5' - 11 1/8"E CURVED CEILING CONTINUOUS CLNG1 9' - 8" EQ 1' - 0" F3 SOFFIT CLNG1 9' - 8" CEILING GRID START AT EDGE OF BEAM, GRID LINE 4 CLNG-2 VARIES 16 ______ A568 9" Q E N G I L A CLNG1 7' - 0" 1' - 0" 13' - 0" 4' - 0" CLNG6A 12' - 5" WT-1 THE LOFT 203 TT 8' - 0 3/4" F3 SOFFIT 3' - 0 3/4" WT-1 4' - 0" ALIGN TT CLNG1 12' - 5" F3 SOFFIT WT-1 " 2 / 1 1 1 " 0 - ' 6 " 4 " 0 - ' 6 " 4 CUSTOM METAL INFILL BETWEEN GRIDS, TYP SHADE POCKET RECESSED INTO GYP HEADER, TYPICAL WEST WALL SHADE POCKET RECESSED INTO CEILING, TYPICAL SOUTH WALL, PROVIDE BLANK METAL CLOSURE AT END OF WALL TO ALIGN WITH AND MATCH SHADE HOUSING AT END OF SHADE, TYP. TT TS CLNG-2 VARIES SEE A122.1 GALLERY 202 TS B6 A TT TS " 6 - ' 8 CLNG1 8' - 0" 6' - 0" 2' - 0" 9' - 0" 2' - 0" " 1 1 - ' 1 Q E Q E ALL GENDER 231 ALL GENDER 230 1' - 0" 1' - 0" EQ EQ EQ EQ CLNG1 8' - 0" CLNG1 8' - 0" MECH DUCT CLNG3E VARIES EQ EQ TT STUDIO 2 232 " 6 - ' 7 " 6 - ' 7 STRUCT HANGER ROD, PAINTED PT-3A 13' - 6" DRPY-1 Q Q E E TT 18' - 5 3/4" TRACK 2' - 0" " 3 - ' 5 5' - 2" " 3 - ' 3 " 0 - ' 7 STORAGE 229 CLNG3F VARIES " 0 - ' 1 Q E Q E 5" EXPOSED MECHANICAL DUCTS -REFER TO MECHANICAL TT " 0 1 CLNG1 8' - 0" " 6 - ' 8 CLNG1 8' - 0" CLNG1 8' - 0" MECH DUCT " 6 - ' 7 STUDIO 3 228 EQ EQ TT CLNG3E VARIES " 6 - ' 7 " 6 - ' 7 EQ CERAMICS 3 227 EQ TT " 0 - ' 5 1 " 6 - ' 7 CLNG3E VARIES CLNG3F VARIES 7" 2' - 0" 9' - 0" 2' - 0" 2' - 0" 9' - 0" 2' - 0"2' - 7" 13' - 6" DRPY-1 Q Q E E TT EQ EQ EQ EQ TT WALL MOUNT @ 9'-8" AFF 14 ______ A562 " 2 1 / " 4 / 1 2 REFER TO A122.1 FOR CLNG-2 SCOPE AND DETAILS CLNG-2 VARIES FA TT FA ATRIUM 201 REFER TO A122.1 FOR CLNG-2 SCOPE AND DETAILS TS OPEN TS TERRACE 241 OPEN " 6 - ' 3 " 6 - ' 3 " 6 - ' 3 GLAZE MIX 226A CLNG3F VARIES EQ EQ 3' - 0" 2' - 0"2' - 0" SPRAY 226B Q E Q E Q E Q E WIP 227A 1' - 0" EQ EQ CLNG3F VARIES TS TT " 0 1 CLNG1 8' - 0" " 6 - ' 7 " 6 - ' 7 CLNG3E VARIES GLAZE 226 Q E Q E " 6 - ' 2 " 0 - ' 6 " 0 1 2' - 10" 2' - 10" " 0 - ' 8 TT TT " 2 - ' 6 " 6 " 0 - ' 5 8" 2' - 9"1' - 9" 8 " 6' - 1 0 " 8 " KILN 234 " 0 - ' 4 " 0 - ' 4 " 4 - ' 3 " 4 - ' 3 CABINET UNIT HEATER SUSPENDED FROM STRUCTURE 1' - 2 " 4' - 6 " 1' - 2 " 1 0' - 0 " 1' - 2 " 1 0' - 6 " 8 " CLNG7 8' - 2" STAIR 4 2S4 2' - 0" 9' - 0" 2' - 0" 9' - 3" OPEN TO STRUCTURE ACFIN-1 APPLIED TO DECK OPEN TO CEILING ABOVE CLNG7 12' - 5" 1" OPEN TO STRUCTURE ACFIN-1 EQ EQ 1' - 0" APPLIED TO DECK CLNG1 9' - 8" Q E Q E 1' - 8" 1' - 0" CABINET UNIT HEATER SUSPENDED - BOTTOM AT 11'- 4" A.F.F. CLNG3D 9' - 8" Q E ALL GENDER 237 3' - 4" 3' - 6" 4' - 2" Q E EQ EQ Q E Q E TS " 2 - ' 1 ALL GENDER 236 Q E EQ EQ WELLNESS 235 2' - 10" 1' - 0" Q E CLNG1 9' - 8" CLNG1 9' - 8" LIGHT COVE Q E Q E CLNG3D 9' - 8" STORAGE 239 LIGHT COVE 17 ______ A562 16 ______ A562 13 ______ A568 CLNG1 9' - 8" CLNG3D 9' - 8" TA TT TA / " 4 1 1 - ' 8 WT-2 TA COMMUNITY MEETING ROOM 238 12 ______ A568 WT-2 EQ EQ 2' - 0" Q E Q E 11 ______ A568 8' - 0" 8' - 0" 1' - 0" 14 ______ A568 TA 15 ______ A568 CLNG6A 12' - 5 1/4" " 0 - ' 1 FA " " 0 0 - - ' ' 1 1 4' - 0" 4' - 0" TT TA " " 0 0 - - ' ' 1 1 COMMUNITY MEETING ROOM 238 ALIGN 4' - 0" TA 17' - 0" " 4 - ' 2 1 " 8 - ' 6 6 ______ A359 TA 14' - 0" TA 15' - 0" " " 0 0 - - ' ' 1 1 14' - 0" 15' - 0" PROJECTOR SCREEN SUSPENDED ABOVE CEILING PROJECTOR AND MOUNT ABOVE CEILING (CENTER ON CEILING GRID) PROJECTOR SCREEN SUSPENDED ABOVE CEILING METAL PANEL INFILL BETWEEN GRIDS PROJECTOR AND MOUNT ABOVE CEILING (CENTER ON CEILING GRID) EXIT SEPARATION DIAGONAL MIN REQ'D 1/3" DIAGONAL DIMENSION " 4 - ' 6 " 0 - ' 6 " 4 " 0 - ' 6 " 4 WT-3 1' - 0" 2' - 4" TS PROVIDE METAL INFILL PANEL AT BOTH ENDS OF LIGHTING FIXTURE, TYP SHADE POCKET RECESSED INTO GYP HEADER, TYPICAL EAST WALL SHADE POCKET RECESSED INTO CEILING, TYPICAL SOUTH WALL EXTEND SHADE ENCLOSURE TO CORNER 8 ______ A360 REFER TO A122.1 FOR CLNG-2 SCOPE AND DETAILS WT-3 FA 38' - 6" 38' - 6" A B C D E F G H " 0 - ' 4 A.1 " 0 - ' 2 3 " 0 - ' 0 3 " 0 - ' 0 3 " 0 - ' 0 3 " 0 - ' 8 1 " 0 - ' 4 TS OPEN FA FA CEILING GRID WORKPOINT Acoustic KRA t v r . e r u t c e t i h c r A _ 4 2 R _ 1 2 0 3 2 0 2 / y r a r b L i l e a d h t u o S 1 2 0 3 2 0 2 / / : s c o D k s e d o t u A M A 1 4 : 9 4 : 0 1 5 2 0 2 / 7 2 / 6 . d L t , e l t s a c k c o R & r e r e h c S , r e y e M t h g i r y p o C 3 2 0 2 i g n w a r D 1 LEVEL 2 REFLECTED CEILING PLAN A122.0 1/8" = 1'-0" Architecture and Interiors Civil and Landscape Structural and Facade Mechanical, Electrical and Plumbing Technology Lighting EOR Studio NYL Victus Engineering KCL Mazzetti 510 Marquette Avenue South, Suite 200 Minneapolis, MN 55402 | 612.375.0336 MSR Project No: 2023021 1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651. 770.8448 219 N 2nd Street #120 Minneapolis, Minnesota 55401 | 303.558.3145 2327 Wycliff St Suite 230, St Paul, MN 55114 | 612.859.8299 300 4th St, West Des Moines, IA 50265 | 515.724.7938 1999 Broadway, Denver, CO 80202 | 720.644.5032 4826 Chicago Ave, Minneapolis, MN 55417 | 612.374.3800 N N 15 DEGREES PLAN NORTH TRUE NORTH I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the Laws of the State of Minnesota. ISSUE / REVISION 100% CONSTRUCTION DOCS Mark Date 06-27-2025 100% CONSTRUCTION DOCS Description Owner Hennepin County Minnesota Facility Services Department A2208 Government Center, 300 South Sixth Street Minneapolis, MN 55487 | 612-596-6949 Southdale Library + Edina Art Center 7001 York Ave S, Edina, MN 55435 County Project No: 1005259 County Contract No: PR00006399 County Facilty No: 071 County Project Manger: Liz Veaderko Signature Print Name Matthew Kruntorad Date 6/27/2025 License No 48542 LEVEL TWO REFLECTED CEILING PLAN A122.0 Page 91 of 202 REFLECTED CEILING PLAN GENERAL NOTES REFLECTED CEILING PLAN LEGEND 1. REFER TO G-SERIES FOR CEILING ASSEMBLY INFORMATION. SEE SPECIFICATION FOR FURTHER INFORMATION ON FINISHES AND ASSEMBLIES 11. SPRINKLER HEADS MOUNTED IN PANELIZED CEILINGS SHALL BE CENTERED ON CEILING PANEL, AND SHALL BE CONCEALED-TYPE HEADS U.N.O. REFER TO FIRE PROTECTION DRAWINGS FOR ADDITIONAL INFORMATION. TS DEVICE - ABBREVIATION MATCHES PREFIX OF DRAWING SERIES (E.G. TS FOR TECHNOLOGY SECURITY) 2. LIGHTING AND DEVICE SYMBOLS ON THIS DRAWING INDICATE PRESENCE OF FIXTURE FOR LAYOUT, POSITION AND COORDINATION PURPOSES. PLEASE REFER TO MECHANICAL, ELECTRICAL AND LIGHTING DRAWINGS FOR ADDITIONAL INFORMATION. 12. COVER PLATES FOR CONCEALED-TYPE SPRINKLER HEADS SHALL BE PRE-FINISHED TO MATCH EMERGENCY EXIT SIGN, REFER TO ELECTRICAL DRAWINGS FOR MORE INFORMATION ADJACENT SURFACES. 3. ALL PENETRATIONS IN CLT DECK NOT SHOWN IN ARCHITECTURAL DRAWINGS MUST BE COORDINATED WITH ARCHITECT PRIOR TO EXECUTION 4. LIGHTS, SPRINKLER HEADS, AND OTHER DEVICES IN CLNG-2 ARE DIMENSIONED FOR GENERAL LOCATION. THESE ELEMENTS SHALL BE CAREFULLY ALIGNED WITH THE OPENINGS IN THE MANUFACTURED METAL CEILING. DO NOT FIELD CUT OPENINGS IN CLNG-2. 13. AT ROOMS WITH PANELIZED CEILINGS, JOINT OR PANEL SHALL BE CENTERED IN ROOM AS SHOWN GRAPHICALLY ON THE CEILING PLAN, U.N.O. WHERE LIGHT FIXTURES ARE LOCATED WITHIN PANEL JOINTS, ADJUST TO CENTERLINE OF FIXTURE. 14. CEILING ELEVATION SHOWN ON DRAWINGS IS MEASURED FROM UNDERSIDE OF FINISHED CEILNIG TO FINISH FLOOR ELEVATION AT EACH LEVEL SHOWN ON DRAWINGS. 5. LINEAR LIGHTING, SPRINKLER HEADS, AND BRANCH PIPING SHALL BE RECESSED WITHIN 15. ALL PENETRATIONS THROUGH CONCRETE OR CLT FLOORS SHALL BE SEALED WITH FIRE CAULKING CHANNELS ROUTED FROM CLT DECK, SEE DETAILS. COORDINATE SPRINKLER PIPE LAYOUT WITH CLT FABRICATOR / INSTALLER. DO NOT FIELD CUT OPENINGS IN CLT DECK WITHOUT APPROVAL FROM ARCHITECT 6. FIRE PROTECTION HEADS SHOWN ON ARCHITECTURAL DRAWINGS ARE ONLY FOR DESIGN INTENT AND TO DOCUMENT CRITICAL ALIGNMENTS. REFER TO FIRE PROTECTION DRAWINGS FOR ALL PERFORMANCE REQUIREMENTS. WHERE ARCHITECTURAL DRAWINGS SHOW EXTRA HEADS BEYOND MINIMUM COVERAGE REQUIREMENTS, THESE SHALL BE PROVIDED TO MAINTAIN DESIGN INTENT SO LONG AS PERFORMANCE IS NOT REDUCED. 7. SPRINKLER HEADS IN CNLG-2 TO ALIGN WITH OTHER DEVICES, U.N.O. TO PREVENT ANY AIR LEAKAGE. 16. ALL SHADES SHALL BE RECESSED INTO CEILING AND CLOSURE CAP SHALL BE PROVIDED AND ALIGNED WITH THE BOTTOM OF ADJACENT CEILING FINISH, U.N.O. 17. ALL EXPOSED ELECTRICAL CONDUITS, MECHANICAL, PLUMBING, SHALL BE PAINTED PT-3A, U.N.O. 18. ALL EXPOSED SPRINKLER PIPES SHALL BE PAINTED PT-3A IN LEVEL 2, U.N.O. 19. ALL EXPOSED SPRINKLER PIPES SHALL BE PAINTED PT-3C IN LEVEL 1, U.N.O. 20. ALL STEEL STRUCTURE ABOVE CLGN2 SHALL BE PAINTED PT-3E. ALL OTHER EXPOSED STEEL 8. SPRINKLER HEADS IN CLT DECK SHALL BE CENTERED BETWEEN GLULAM BEAMS, U.N.O. STRUCTURE SHALL BE PAINTED PT-3A, U.N.O. 9. REFER TO LIGHTING DRAWINGS FOR LIGHT FIXTURE TYPES. 21. ALL EXPOSED METAL DECK ABOVE CLGN2 SHALL RECEIVE ACFIN-2. ALL OTHER EXPOSED METAL DECK SHALL RECEIVE 1" MIN. ACOUSTIC SPRAY MATERIALS ACFIN-1, U.N.O. 10. LIGHT FIXTURES AND DEVICES ARE DIMENSIONED FROM THE CENTER LINE OF THE COMPONENT TO GRIDLINE, U.N.O. 22. ALL EXPOSED MASS TIMEBER STRUCTURE INCLUDING CLT DECKS AND GLULAM BEAMS SHALL 11. SPEAKERS, AND OTHER AV EQUIPMENT MOUNTED IN PANELIZED CEILINGS SHALL BE CENTERED ON CEILING PANEL, U.N.O. REFER TO AV DRAWINGS FOR ADDITIONAL INFORMATION. RECEIVE WDFIN-2, U.N.O. EXPOSED SPRINKLER HEAD, REFER TO FIRE PROTECTION DRAWINGS FOR MORE INFORMATION CONCEALED SPRINKLER HEAD, REFER TO FIRE PROTECTION DRAWINGS FOR MORE INFORMATION 1.1 2 1 4' - 0" 3 4 5 6 7 10 9 37' - 6" 38' - 6" 38' - 6" 38' - 6" 38' - 6" 38' - 6" A B C D E F G H " 0 - ' 4 A.1 " 0 - ' 6 " 3 0 - ' 2 3 " 0 - ' 0 3 " 0 - ' 0 3 " 0 - ' 0 3 " 0 - ' 8 1 " 0 - ' 4 CLNG2 CONTINUES ABOVE TYP 5 ______ A563 MAINTAIN ALL PANELS FLUSH AT CEILING BENDING LINE CEILING BENDING LINE, PROVIDE BUTT JOINT, REFER TO WALL SECTION FOR DETAILS 4 ______ A563 TYP 15' - 0" 15' - 0" 15' - 0" 15' - 0" 15' - 0" 15' - 0" 15' - 0" 15' - 0" TYP 9 ______ A563 " 0 1 - ' 1 " 7 - ' 3 " 8 - ' 5 " 2 - ' 4 " 3 - ' 4 " 5 " 8 - ' 7 " 5 " 4 - ' 1 5' - 0" 5' - 0" 15' - 0" 15' - 0" 6 ______ A563 TYP. AT TRACK LIGHTING 6 ______ A563 CUSTOM PANEL, NON STANDARD WIDTH 2 ______ A563 6' - 10" EQEQ TT Q E Q E " 4 - ' 3 1 " 0 - ' 7 15' - 0" 15' - 0" 2' - 0" 3' - 8" 3' - 0" 10' - 8" " 0 - ' 5 1 3" 5" 3' - 6" 1' - 0" 9' - 8" 5' - 7" 4' - 1" 5' - 9" 2' - 2" " 6 - ' 0 1 " 7 " 1 - ' 7 " 8 - ' 5 " 9 - ' 1 " 0 1 - ' 1 4' - 0" 5' - 0" 1' - 6" 6' - 8" " 4 - ' 5 " 3 - ' 6 " 0 - ' 1 " 0 - ' 5 " 5 - ' 1 " 0 1 2' - 5" 10' - 4" 6' - 0" 14 ______ A562 " 8 - ' 2 " 8 - ' 6 " 0 - ' 6 3' - 4" 11' - 0" " 0 1 - ' 1 1 1' - 6" 4' - 5" 4' - 2" 10' - 5" 13' - 3" 1' - 9" LINE OF EAC SUITE BELOW SHOWN DASHED " 3 - ' 2 " 7 - ' 1 " 0 1 - ' 4 " 8 " 0 - ' 3 1 8' - 2" 2" 5' - 10" 2' - 2" 4' - 8" 4' - 0" " 9 - ' 5 2 " 1 1 " 2 " 4 - ' 5 " 8 " 4 - ' 2 " 8 - ' 4 " 0 1 - ' 4 12' - 5" 5' - 8" 3' - 8" 4' - 0" TS 11' - 8" 2' - 3" 4' - 7" 3' - 6" 1' - 9" 2' - 2" 3' - 0" 3' - 1" 10" 6' - 4" 20' - 3" 2' - 2" 6' - 6" 1' - 0" 4' - 10" 1' - 8" 2' - 2" 2' - 6" TS 3 ______ A563 " 8 - ' 9 8' - 8" 6' - 5" 6' - 6" 6' - 6" 5' - 0" Q E EQEQ " 4 TT Q E 5' - 3" " 0 - ' 5 1 " 0 1 - ' 1 TS 5' - 6" 2' - 8" 5' - 10" " 0 - ' 3 " 4 - ' 4 " 4 - ' 9 " 8 - ' 2 " 3 - ' 2 2' - 2" 8' - 0" ACFIN-2 ABOVE PERF CEILING CLNG-2 VARIES ALL EXPOSED STRUCTURAL STEEL ABOVE CLNG-2 TO BE PAINTED PT-3E " 4 - ' 4 " 2 - ' 9 " 6 - ' 7 " 5 - ' 1 " 0 1 - ' 1 8' - 3" 2' - 5" WORK POINT, ALL E/W GRID LINES PARALLEL TO E/W AXIS, N/W GRID WILL SKEW RELATIVE TO FLOOR PLAN " 6 - ' 5 " 2 - ' 4 " 4 - ' 5 " 4 - ' 3 " 8 - ' 4 " 8 - ' 7 " 6 - ' 1 6" 7' - 0" 4' - 4" 2' - 8" 8' - 4" 2" EQEQ " 6 - ' TT FA 2 Q E Q E 6' - 6" 2' - 6" 6' - 0" 1' - 8" 1' - 0" 8' - 4" " 8 - 9' - 0" ______ TYP AT 11 A563 SPRINKLERS SPRINKLER HEADS TO BE CENTERED ON 2" PERFORATION, TYP. ' 2 " 8 - ' 0 1 " 6 - ' 1 5' - 4" 3' - 0" 7' - 4" 3' - 8" " 8 - ' 9 1 " 8 - ' 2 " 0 1 - ' 2 " 6 - ' 8 MPNL-2A TO COPE WITH STRUCTURE BRACING, TYP. 13' - 10" TS " 0 - ' 5 1 " 0 - ' 5 1 " 2 " 8 - ' 1 " 8 - ' 7 " 0 - ' 2 " 0 - ' 7 " 7 - ' 3 " 7 - ' 4 " 0 - ' 5 " 8 - ' 6 " 0 - ' 1 " 0 - ' 1 " 2 " 0 - ' 3 " 9 - ' 2 " 6 - ' 2 " 0 1 - ' 1 " 0 - ' 2 " 6 - ' 1 " 8 - ' 5 " 8 " 0 - ' 9 " 0 1 - ' 4 " 0 - ' 8 " 0 - ' 8 " 8 - ' 1 " 3 - ' 4 TS 5' - 0" 14' - 0" 1' - 6" 10" " 0 1 - ' 5 " 6 - ' 5 " 6 - ' 1 " 0 - ' 5 " 0 1 - ' 5 2' - 4" EQEQ Q E Q E TT 14' - 0" " 0 - ' 6 " 4 - ' 1 3' - 6" 2' - 0" 3' - 10" 1' - 0" 8' - 6" " 8 - ' 3 " 8 - ' 4 " 6 - ' 5 " 0 - ' 2 10 ______ A360 TYP @ ROOF4 - SEE ROOF PLAN FOR ADDITIONAL INFO 5' - 4" 1' - 8" 7' - 10" 5' - 4" 2' - 4" 2' - 6" ROOF4 AND GUTTER ABOVE AT DASHED AREA - SEE ROOF PLANS FOR ADDITIONAL INFO " 6 - ' 5 " 6 - ' 2 " 8 - ' 4 3 ______ A359 EQEQ FA " 6 - ' 2 " 0 1 - ' 4 " 6 - ' 2 " 8 - ' 4 4' - 4" 2' - 0" 7' - 6" 10" 1' - 2" " 6 - ' 2 " 8 - ' 2 11 ______ A360 12 ______ A360 " 0 - ' 5 " 8 - ' 2 " 4 - ' 7 8' - 6" 1' - 0" 4' - 3" MPNL-2B SIM. TYP NORTH SIDE OF OPENINGS 2 ______ A360 " 6 - ' 2 " 6 - ' 2 " 0 - ' 5 TS " 0 - ' 5 2' - 0" 5 ______ A360 11 ______ A364 TT " 4 - ' 5 " 8 - ' 4 " 8 - ' 4 " 4 " 0 - ' 5 MPNL-2B 14' - 2" 6' - 6" 2' - 0" 4' - 0" TYP WEST SIDE OF OPENINGS 6 ______ A360 " 0 1 - ' 2 5' - 4" 1' - 0"2' - 6" " 0 1 - ' 8 " 2 - ' 3 TYP EAST SIDE OF OPENINGS 10' - 0" " 2 - ' 1 2 ______ A360 TYP SOUTH SIDE OF OPENINGS " 4 - ' 1 9' - 0" 1 ______ A359 TYP FA EQEQ " 6 - ' 2 " 0 1 - ' 2 " 0 1 - ' 2 " 8 - ' 1 " 6 " 2 - ' 7 " 8 " 0 1 - ' 1 TS 1' - 4" 13' - 10" 4' - 8" " 2 8' - 8" " 0 - ' 7 7 ______ A360 4 ______ A360 MPNL-2B N-S MODULE AND LIGHT 4' - 6" 6' - 4" 5' - 2" 3' - 0" 4' - 6" 6' - 2" 6' - 8" 3' - 10" 2' - 8" 3' - 6" 6" 5' - 0" 2' - 8" " 6 " 0 1 - ' 3 " 2 - ' 5 " 0 1 " 2 ROOF4 AND GUTTER ABOVE AT DASHED AREA - SEE ROOF PLANS FOR ADDITIONAL INFO 7' - 0" 2' - 6" 6' - 2" 10" " 0 1 - ' 4 " 6 - ' 3 " 0 - ' 1 " 6 - ' 2 FA 1 ______ A360 7' - 4" 9' - 6" " 4 - ' 1 " 0 1 - ' 2 " 8 - ' 3 " 2 - ' 1 2' - 2" 6' - 4" MPNL-2B 9' - 0" 8' - 0" 1' - 6" " 2 - ' 6 EQEQ FA " 6 - ' 2 2' - 0" " 6 - ' 7 " 6 - ' 2 " 0 1 - ' 2 " 0 - ' 5 1 6' - 0" 2' - 2" " 8 - ' 2 1 " 8 - ' 5 2' - 8" 4' - 0" 10' - 0" " 0 - ' 5 1 6 ______ A359 11' - 0" 3' - 2" " 0 1 - ' 4 " 6 - ' 7 5' - 4" 17' - 2" 12' - 10" " 8 - ' 2 " 2 - ' 2 " 0 - ' 1 12 ______ A364 12' - 5" TT 8 ______ A360 13' - 0 1/8" 9' - 0" 5" 4' - 0" " 2 - ' 3 1 " 8 - ' 2 " 8 - ' 3 " 8 - ' 5 " 6 - ' 2 " 4 - ' 2 2' - 2" 2' - 2" 6' - 2" 2' - 6" 5' - 8" " 0 - ' 6 " 6 - ' 3 " 2 - ' 3 " 0 - ' 3 10 ______ A563 TYP 17 ______ A562 CUSTOM CUT EDGE PANELS, SEE DETAIL t v r . e r u t c e t i h c r A _ 4 2 R _ 1 2 0 3 2 0 2 / y r a r b L i l e a d h t u o S 1 2 0 3 2 0 2 / / : s c o D k s e d o t u A M A 3 5 : 9 4 : 0 1 5 2 0 2 / 7 2 / 6 . d L t , e l t s a c k c o R & r e r e h c S , r e y e M t h g i r y p o C 3 2 0 2 i g n w a r D 1 LEVEL 2 UPPER CEILING REFLECTED CEILING PLAN A122.1 1/8" = 1'-0" N N 15 DEGREES PLAN NORTH TRUE NORTH Architecture and Interiors Civil and Landscape Structural and Facade Mechanical, Electrical and Plumbing Technology Lighting EOR Studio NYL Victus Engineering KCL Mazzetti Acoustic KRA 510 Marquette Avenue South, Suite 200 Minneapolis, MN 55402 | 612.375.0336 MSR Project No: 2023021 1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651. 770.8448 219 N 2nd Street #120 Minneapolis, Minnesota 55401 | 303.558.3145 2327 Wycliff St Suite 230, St Paul, MN 55114 | 612.859.8299 300 4th St, West Des Moines, IA 50265 | 515.724.7938 1999 Broadway, Denver, CO 80202 | 720.644.5032 4826 Chicago Ave, Minneapolis, MN 55417 | 612.374.3800 Owner Hennepin County Minnesota Facility Services Department A2208 Government Center, 300 South Sixth Street Minneapolis, MN 55487 | 612-596-6949 Southdale Library + Edina Art Center 7001 York Ave S, Edina, MN 55435 I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the Laws of the State of Minnesota. Signature Print Name Matthew Kruntorad Date 6/27/2025 License No 48542 County Project No: 1005259 County Contract No: PR00006399 County Facilty No: 071 County Project Manger: Liz Veaderko ISSUE / REVISION 100% CONSTRUCTION DOCS Mark Date 06-27-2025 100% CONSTRUCTION DOCS Description LEVEL TWO REFLECTED CEILING PLAN-SLOPED CEILING A122.1 Page 92 of 202 1 ______ A372 F6 A F6 6 ______ A571 F3 A TA-27 TA-11 " 8 - ' 3 " 0 - ' 2 " 1 - ' 3 B6 A F3 7 2 - A T 9 - A T 3 1 - A T 4 2 - A T TA-11 8 A151 " 9 - ' 3 1 4 7 A151 5 6 WOMEN 104 B6 A " 4 / 3 6 - ' 4 104 B6 A 5' - 8 1/2" 106 15 ______ A571 TA-14 TA-4 F6 " 1 TA-14 TA-4 TA-12 TA-12 FD 6' - 3" CLEAR 9' - 9 1/4" " 0 - ' 3 " 1 " 2 / 1 5 - ' 5 1' - 6 1/4" 2 1 - A T " 5 - ' 1 TA-14 TA-4 TA-12 B6 A 3' - 8" EQ 2' - 9" EQ 5' - 6" F3 TA-27 TA-11 9 - A T 7 2 - A T " 4 / 3 0 1 - ' 1 " 0 - ' 3 " 4 / 1 1 1 - ' 1 F3 A F3 F6 " 5 - ' 1 10 13 A151 11 12 TA-11 A6 2' - 1 3/4" 2 1 - A T MEN 106 4 2 - A T A6 105 A6 FD TA-19A FD TA-4 B6 A TA-12 TA-29 F3 SIM " 4 / 3 9 - ' 1 1 " 2 / 1 6 - ' 1 1 " 8 - ' 5 " 4 / 1 1 - ' 2 6 ______ A571 B I N A T N U O F G N K N R D I I . O C . F3 " 0 1 - ' 4 5 ______ A571 1' - 9 1/2" 1' - 6 1/4" 6' - 6 3/4" 6' - 1 1/2" 1' - 3 1/4" 1 LEVEL 1 PUBLIC RESTROOMS A151 1/4" = 1'-0" 1' - 5" 5' - 0" F3 A TA-11 " 2 / 1 0 - ' 1 TA-12 FD TA-28 " 9 - F3 A FAMILY RR 116 4 - A T 2 1 - A T ' 2 " 6 - ' 2 16 F3 A " 2 / 1 1 1 4 1 - A T " 2 / 1 0 1 - ' 2 B6 A 15 ______ A551 20 ______ A571 116 19 A151 17 F3 18 TA-25 TA-24 2B 9 - A T 3 1 - A T TL-1 TL-1 TA-27 TA-11 TPTN-1 TA-9 " 0 - ' 9 " 0 - ' 4 TL-1 BASE2A " 6 - ' 4 " 6 BASE2A 3' - 11 1/4" 10 MEN'S 106 - NORTH A151 1/4" = 1'-0" EQ EQ ALIGN JOINTS WITH FLOOR TILE TL-1 TA-17A TA-11 3 14' - 10 1/2" 1' - 6 1/4" 6' - 6 1/4" 6' - 10" 6 ______ A372 0" 1' - 11" 3' - 0" 1' - 11" GLULAM, SEE STRUCTURE WDFIN-2 GLULAM, SEE STRUCTURE WDFIN-2 GLULAM, SEE STRUCTURE WDFIN-2 ALIGN WITH FLOOR TILE PT-2A A.1 TPTN-1 TL-1 TA-14 TA-4 TA-11 MIRROR TA-11 SSF-1 TA-27 SEE MILLWORK A800 SHEETS BASE2A PT-2A BASE2B " 0 1 - ' 5 " 0 1 - ' 2 1 " 2 - ' 3 LINEAR LIGHTING PT-2A ALIGN TL-1 TA-11 TA-27 TA-9 TA-13 " 0 - ' 4 TA-24 EQ EQ " 0 1 - ' 2 PT-2A PT-2A ALIGN WITH FLOOR TILE TPTN-1 TL-1 " 0 - ' 9 TA-12 TA-4 TA-14 104 3 ______ A564 BASE2B SEE DOOR BASE2B BASE2A SCHEDULE ALIGN WITH FLOOR TILE " 8 / 7 8 COVE LIGHT - CONTINUE FINISH TPTN-1 TL-1 BASE2A TA-12 " 6 - ' 1 . P Y T " 6 4 WOMEN'S 104 - NORTH A151 1/4" = 1'-0" 5 WOMEN'S 104 - EAST A151 1/4" = 1'-0" 6 WOMEN'S 104 - SOUTH A151 1/4" = 1'-0" 7 WOMEN'S 104 - WEST A151 1/4" = 1'-0" 8 WOMEN'S 104 - WEST BULKHEAD A151 1/4" = 1'-0" A.1 GLULAM, SEE STRUCTURE WDFIN-2 7' - 11" PT-2A " 0 - ' 2 TPTN-1 TL-1 TL-1 TL-1 TL-1 CONCEALED SPRINKLER HEAD ALIGN WITH WALL TILE, TYP. A.1 TPTN-1 FRONTS HIDDEN FOR CLARITY TA-11 TL-1 BASE2A BASE2A START TILE INSTALLATION FROM THIS CORNER FOR ALIGNMENT FEC-1 2 A502 GLULAM, SEE STRUCTURE DRINKING FOUNTAINS, SEE PLUMBING ALIGN WITH FLOOR TILE PT-2A ALIGN WITH FLOOR TILE GLULAM, SEE STRUCTURE PT-2A PT-2A TPTN-1 TL-1 106 ADA - TOO HIGH PT-2A TA-24 1 ______ A564 " 2 - ' 4 " 0 1 - ' 2 BASE2B BASE2A PT-2A PT-2A TL-1 TL-1 TPTN-1 COVE LIGHT, IN STALL BEYOND- CONTINUE FINISH OF BACK WALL TA-11 BASE2B BASE2A TL-1 PARTITION DOOR NOT SHOWN FOR CLARITY ALIGN WITH FLOOR TILE TYP EQ EQ " 0 - ' 2 PT-2A CONCEALED SPRINKLER HEAD ALIGN WITH WALL TILE TL-1 TPTN-1 TA-11 MIRROR TL-1 TA-11 TA-27 TA-9 " 0 - ' 9 TA-12 5 ______ A561 SIM TA-4 " 5 - ' 2 " 6 - ' 1 . P Y T BASE2A 3' - 7" BASE2B BASE2A 2' - 6" Q E B Q E Q E Q E START TILE INSTALLATION FROM THIS WALL FOR ALIGNMENT 9 14 LEVEL 1 STAFF RESTROOMS FLOOR PATTERN A151 1/4" = 1'-0" 11 MEN'S 106 - EAST A151 1/4" = 1'-0" 12 MEN'S 106 - SOUTH A151 1/4" = 1'-0" 13 MEN'S 106 - WEST A151 1/4" = 1'-0" START TILE INSTALLATION FROM THIS CORNER FOR ALIGNMENT 3 ALIGN WITH WALL TILE, TYP. 9 LEVEL 1 RESTROOMS FLOOR PATTERN A151 1/4" = 1'-0" START TILE INSTALLATION FROM THIS WALL FOR ALIGNMENT EQ EQ 10 10.1 15 FAMILY 116 FLOOR PATTERN A151 1/4" = 1'-0" PT-2A ALIGN TA-9 TA-13 TA-12 TA-4 " 6 - ' 2 " 6 - ' 1 . P Y T " 0 - ' 3 TA-28 ADA PIPING COVERS TA-28 1' - 5" BASE2B 2' - 9" BASE2B PT-2A TA-24 TA-25 " 0 1 - ' 2 PT-2A PT-2A DPTN-1A TL-1 116 TA-12 TA-4 TA-14 " 6 - ' 1 " 6 - ' 2 BASE2B BASE2B BASE2A 5' - 6 5/8" B3 A 2' - 10" 2' - 0" F3 A 16 FAMILY 116 - NORTH A151 1/4" = 1'-0" 17 FAMILY 116 - EAST A151 1/4" = 1'-0" 18 FAMILY 116 -SOUTH A151 1/4" = 1'-0" 19 FAMILY 116 - WEST A151 1/4" = 1'-0" 6" MAX 42" MIN 36" MIN 12" 24" 54" MIN 39" - 41" 12" MAX 42" MIN 42" MAX 24" MIN 42" MAX 36" MAX 24" MIN " 1 4 - " 9 3 " 6 3 - " 3 3 " 8 1 I N M " 9 1 - " 7 1 I N O T C U R T S B O I N O T C U R T S B O 16" - 18" SEE BELOW 60" CLEAR MIN 56" MIN CLEAR FOR WALL HUNG WATER CLOSET MN CODE: 78" MIN CLEAR FOR ALL WATER CLOSET OR 48" MIN CLEAR IN FRONT OF WATER CLOSET X A M " 9 1 N E R D L I H C R O F " 8 1 I N M X A M " 8 4 " 8 1 I N M PROTRUDING DISPENSER BELOW GRAB BAR RECESSED EXCEPTION: TOILET PAPER DISPENSERS THAT ACCOMMODATE A MAXIMUM OF TWO TOILET PAPER ROLLS OF NOT MORE THAN 5" DIAMETER EACH SHALL BE INSTALLED BENEATH HORIZONTAL GRAB BAR AND 7" - 9" BEYOND THE FRONT EDGE OF WATER CLOSET MEASURED FROM THE CENTERLINE OF THE DISPENSER. THE OUTLET OF THE DISPENSER SHALL BE 15" MIN AND 48" MAX ABOVE THE FLOOR 30" MIN 15" MIN I N O T C U R T S B O I N O T C U R T S B O " 7 1 X A M 13 1/2" MIN 30" MIN 15" MIN I N O T C U R T S B O X A M " 4 3 I N M " 9 2 I N M " 9 8" MIN I N M " 7 2 NOTE: MANUAL FLUSH CONTROL @ 48" MAX AFF NOTE: EXPOSED PIPES SHALL BE INSULATED OR CONFIGURED TO PROTECT AGAINST CONTACT 6" MAX 11" MIN TOE AND KNEE CLEARANCE 2 LEVEL 1 FAMILY RESTROOM A151 1/4" = 1'-0" TL-1 TA-17A TA-11 ALIGN WITH FLOOR TILE TL-1 9 ADA PIPING COVERS 1' - 7 1/4" " 4 - ' 3 TA-12 " 0 1 - ' 2 " 6 - ' 1 TA-12 TA-14 " 6 - ' 2 " 6 - ' 1 . P Y T TA-4 " 6 - ' 2 2' - 0" 4' - 11" 1' - 5" 1' - 9" 1' - 11 3/4" 2' - 1" 2' - 4" 3' - 2 5/8" ALIGN WITH FLOOR TILE BASE2A EQ BASE2A EQ / " 2 1 5 - ' 1 B " 2 - ' 4 " 1 - ' 8 B3 A TA-11 B6 A TA-11 TA-11 B6 A 9 - A T TA-11 TA-12 ALL GENDER 137 FD 20 4 1 - A T 4 - A T 4 1 - A T 4 - A T 2 1 - A T ALL GENDER 138 9 - A T 24 FD 23 A151 21 27 A151 25 22 26 B3 A 6 - A T B3 A A 9 1 - A T 9 10 A505 8 WELLNESS 139 137 138 139 8' - 4" 3' - 8 3/4" 4' - 5" B6 A 3 LEVEL 1 STAFF ALL GENDER RESTROOMS A151 1/4" = 1'-0" 20 ALL GENDER 137 - NORTH A151 1/4" = 1'-0" 21 ALL GENDER 137 - EAST A151 1/4" = 1'-0" 22 ALL GENDER 137 - SOUTH A151 1/4" = 1'-0" 23 ALL GENDER 137 - WEST A151 1/4" = 1'-0" COLUMN PT-2A ALIGN WITH FLOOR TILE TL-1 PT-3A TA-17B TA-11 " 6 - ' 1 P Y T " 4 - ' 3 " 6 - ' 2 TL-1 BASE2A ADA PIPING COVERS PT-2A TA-9 PT-2A 138 X A M " 8 4 T R A P E L B A R E P O I E C V E D E H T F O T S E H G H O T I E R U S N I O T D R A W R O F H C A E R " 0 4 D E T S E G G U S I G N T N U O M R O F S T H G E H I I E R O S S E C C A E L B A R E P O S S U O R A V I F O T R A P I E C V E D TL-1 TA-4 TA-14 " 6 - ' 2 PT-2A 137 BASE2B SEE DOOR SCHEDULE TA-9 TA-19C " 6 - ' 5 " 0 - ' 4 BASE2B PT-2A WATER CLOSETS AND GRAB BARS DISPENSERS URINAL SINK / LAVATORIES 60" MIN 6" MAX EDGE OF SEAT 27" MAX 16" MIN CONTROL WALL I N M " 0 3 L L A W T A E S " 6 X A M " 0 3 L L A W E D S I X A M " 4 X A M " 8 4 I N M " 8 3 36" 18" 18" 22" - 23" 12" - 15" MAX " 8 1 I N M " 6 - " 3 " 6 3 - " 3 3 BACK WALL L L A W T A E S " 4 X A M L L A W L O R T N O C " 6 3 " 8 1 I N M " 6 - " 3 " 6 3 - " 3 3 X A M " 8 4 I N M " 8 3 CONTROL WALL BACK WALL CONTROL WALL / " 2 1 1 X A M " 3 X A M 2 1/2" MAX 15" - 16" " 5 1 - " 4 1 RECTANGULAR SEAT 15" MIN I N O T C U R T S B O X A M " 6 3 T U O P S F O P O T STANDARD ROLL-IN TYPE SHOWER TRANSFER-TYPE SHOWER SHOWER COMPARTMENT SEAT DRINKING FOUNTAIN FRAME " 6 6 " 8 4 . . O B X A M " 0 4 . T C E L F E R F O E G D E R O R R M I N E P O N I " 4 3 " 5 3 I N O T S O P I M O R F " 2 R O F O M O T T O B " 4 1 I I N O T T R A P R E V E H C H W I R E H G H S I I TA-6 TA-7 TA-9 TA-11 TA-13 TA-14 TA-17A TA-19A TA-23 TA-24 TA-25 SEE ELEVATIONS FOR MOUNTING HEIGHTS 3' - 3" BASE2B BASE2B EQ BASE2A EQ MISCELLANEOUS TOILET ACCESSORIES MOUNTING HEIGHTS SEE DOOR SCHEDULE 24 ALL GENDER 138 - NORTH A151 1/4" = 1'-0" 25 ALL GENDER 138- EAST A151 1/4" = 1'-0" 26 ALL GENDER 138 - SOUTH A151 1/4" = 1'-0" 27 ALL GENDER 138 - WEST A151 1/4" = 1'-0" TA-4 TA-6 TA-9 TA-11 TA-12 TA-13 TOILET TISSUE DISPENSER JUMBO-ROLL TA-14 SANITARY-NAPKIN DISPOSAL UNIT TA-24 DIAPER-CHANGING STATION PAPER TOWEL (ROLL) DISPENSER (OFCI) TA-17A MIRROR UNIT (FRAMED) COMBINATION TOWEL (ROLL) DISPENSER / WASTE RECEPTACLE LIQUID-SOAP DISPENSER (OFCI) GRAB BAR VENDOR TA-19A HOOK TA-19B HOOK TA-19C HOOK TA-19D HOOK TA-25 CHILD PROTECTION SEAT TA-26 TA-27 ADULT-CHANGING STATION SHARPS DISPOSAL (OFCI) TA-28 DIAPER DISPOSAL FIXTURE AND ACCESSORY MOUNTING HEIGHTS 1/4" = 1'-0" Architecture and Interiors Civil and Landscape Structural and Facade Mechanical, Electrical and Plumbing Technology Lighting EOR Studio NYL Victus Engineering KCL Mazzetti Acoustic KRA 510 Marquette Avenue South, Suite 200 Minneapolis, MN 55402 | 612.375.0336 MSR Project No: 2023021 1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651. 770.8448 219 N 2nd Street #120 Minneapolis, Minnesota 55401 | 303.558.3145 2327 Wycliff St Suite 230, St Paul, MN 55114 | 612.859.8299 300 4th St, West Des Moines, IA 50265 | 515.724.7938 1999 Broadway, Denver, CO 80202 | 720.644.5032 4826 Chicago Ave, Minneapolis, MN 55417 | 612.374.3800 Owner Hennepin County Minnesota Facility Services Department A2208 Government Center, 300 South Sixth Street Minneapolis, MN 55487 | 612-596-6949 Southdale Library + Edina Art Center 7001 York Ave S, Edina, MN 55435 County Project No: 1005259 County Contract No: PR00006399 County Facilty No: 071 County Project Manger: Liz Veaderko Signature Print Name Matthew Kruntorad Date 6/27/2025 License No 48542 I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the Laws of the State of Minnesota. ISSUE / REVISION 100% CONSTRUCTION DOCS Mark Date 06-27-2025 100% CONSTRUCTION DOCS Description TOILET ROOM PLANS AND ELEVATIONS A151 t v r . e r u t c e t i h c r A _ 4 2 R _ 1 2 0 3 2 0 2 / y r a r b L i l e a d h t u o S 1 2 0 3 2 0 2 / / : s c o D k s e d o t u A M A 2 2 : 0 5 : 0 1 5 2 0 2 / 7 2 / 6 . d L t , e l t s a c k c o R & r e r e h c S , r e y e M t h g i r y p o C 3 2 0 2 i g n w a r D Page 93 of 202 3 5 3/4" 1' - 0 1/2" 13' - 4 1/4" 5 ALIGN WITH WALL TILE AND COUNTERTOP START TILE INSTALLATION FROM THIS WALL FOR ALIGNMENT A " 1 - ' 1 " 0 - ' 6 " 2 - ' 4 1 " 6 - ' 2 " 8 / 5 1 - ' 4 " 2 / 1 8 - ' 5 " 5 - ' 1 A ALIGN WITH WALL TILE, TYP. A.1 " 0 - ' 5 " 0 - ' 1 TA-13 TA-24 1 1 - A T 7 2 - A T " 0 1 - ' 2 WOMEN 212 6 9 A152 7 8 9 - A T 212 213 SIM 15 ______ A571 5' - 6" 6' - 3" CLEAR FD 2 1 - A T " 8 - ' 4 I N M TA-14 TA-4 TA-12 TA-12 1' - 2" TA-14 TA-4 " 1 - ' 3 TA-12 JANITORIAL 213 8' - 9 3/4" 7 2 - A T 1 1 - A T TA-9 " 0 - ' 5 10 13 A152 11 214 12 4 2 - A T FD MEN 214 " 8 / 1 9 - ' 8 TA-4 TA-12 2 1 - A T 8' - 5 1/2" 1' - 0" Q E Q E " 7 - ' 5 DRINKING FOUNTAINS, REFER TO PLBG DWGS ALIGN WITH WALL TILE, TYP. 3 " 4 6 / 9 3 START TILE INSTALLATION FROM THIS CORNER FOR ALIGNMENT 1 LEVEL 2 PUBLIC RESTROOMS A152 1/4" = 1'-0" 5 LEVEL 2 RESTROOMS FLOOR PATTERN A152 1/4" = 1'-0" 17 ______ A572 B6 A B6 A A507 1 TA-25 16 ______ A572 MPNL-1A 16 ______ A567 16 ______ A552 B6 A TA-28 TA-26 4' - 10 1/4" A 9 1 - A T 237 3' - 2 1/4" ALL GENDER 237 2 1 - A T 4 - A T 4 1 - A T 14 17 A152 15 16 TA-12 FD TA-9 TA-13 B6 A F3 TA-11 F3 " 1 - ' 2 " 4 / 1 7 - ' 6 " 2 - ' 4 DRINKING FOUNTAINS, REFER TO PLBG DWGS 1' - 5 1/2" 8' - 0" 11' - 7 3/4" F6 1' - 7" 1' - 1 1/4" 9 ______ A572 2 237 ALL GENDER RESTROOM A152 1/4" = 1'-0" 1' - 0" CLEAR 8' - 10" 2' - 8" SIM/REV 16 ______ A572 B6 A " 4 " 4 / 1 1 - ' 8 B6 A FEC-1 A 9 1 - A T 236 " 2 / 1 0 1 - ' 5 4 2 - A T 8 2 - A T TA-9 TA-11 ALL GENDER 236 18 FD 20 A152 19 F6 A 2 1 - A T 21 TA-12 TA-13 TA-4 TA-14 B6 A " 8 - ' 1 " 8 / 5 1 1 - ' 4 " 8 / 5 5 - ' 1 B6 A F6 A 235 8 A507 7 A507 WELLNESS 235 TA-11 " 6 - ' 3 TA-6 TA-28 TA-25 B6 A F3 3 ALL GENDER 236 RESTROOM A152 1/4" = 1'-0" 10 10.1 6' - 0" 231 TA-13 ALL GENDER 231 22 25 A152 23 24 9 - A T 2 1 - A T 4 - A T 4 1 - A T 3 1 - A T 9 - A T / " 2 3 1 2 5 - ' 2 / " 4 3 0 1 - ' 3 GRAB BAR FOR COURTESY. THIS RESTROOM IS NOT INTENDED TO BE ACCESSIBLE 9' - 1 3/4" 230 26 29 A152 27 ALL GENDER 230 28 TA-12 BENCH 2 1 - A T 4 - A T 4 1 - A T 1' - 5" 2' - 6 1/8" 4' - 4 7/16" 1' - 5" LOCKERS 4 EAC ALL GENDER RESTROOMS A152 1/4" = 1'-0" ALIGN WITH FLOOR TILE, TYP. TPTN-1 TL-1 TL-1 TA-13 TA-11 TA-27 TA-24 ALIGN " 0 1 - ' 2 " 6 " 0 - ' 4 " 4 " 0 1 - ' 2 MIRROR PT-2A TA-9 END TILE AT PARTITION TPTN-1 PT-2A 5" 212 IS THIS THE RIGHT HT? " 0 1 - ' 3 TL-1 TA-12 TA-4 TA-14 " 6 - ' 2 COVE LIGHT - CONTINUE FINISH ALIGN WITH FLOOR TILE, TYP. " 8 / 7 8 " 6 - ' 2 " 6 - ' 1 . P Y T TPTN-1 TL-1 TA-12 BASE2A 2' - 4" 3' - 10" 5' - 0" BASE2B BASE2B BASE2A 3' - 11 1/4" BASE2A 6 WOMENS 212 - NORTH A152 1/4" = 1'-0" 7 WOMENS 212 - EAST A152 1/4" = 1'-0" 8 WOMENS 212 - SOUTH A152 1/4" = 1'-0" 9 WOMENS 212 - WEST A152 1/4" = 1'-0" TL-1 TA-11 TA-27 PT-2A TA-9 " 0 - ' 4 PT-2A 5" 214 " 0 1 - ' 3 PT-2A TA-24 " 0 1 - ' 2 ALIGN WITH FLOOR TILE " 8 / 7 8 TL-1 TA-12 TA-4 " 6 - ' 2 " 6 - ' 1 BASE2B 4' - 0" BASE2B BASE2B EQ EQ BASE2B 3' - 11 1/4" BASE2A COVE LIGHT - CONTINUE FINISH ALIGN WITH FLOOR TILE TL-1 TPTN-1 MIRROR " 6 - ' 2 " 6 - ' 1 . P Y T TA-12 " 0 1 - ' 2 " 6 3' - 11 1/4" " 0 1 - ' 2 BASE2A BASE2B 10 MENS 214 - NORTH A152 1/4" = 1'-0" 11 MENS 214- EAST A152 1/4" = 1'-0" 12 MENS 214 - SOUTH A152 1/4" = 1'-0" 13 MENS 214 - WEST A152 1/4" = 1'-0" PT-2A ADULT CHANGING TABLE (HEIGHT ADJUSTABLE) 2' - 8 1/16" TA-28 TA-26 " 2 - ' 3 3' - 2" 2' - 0" TA-25 " 0 1 - ' 3 BASE2B ADULT CHANGING TABLE EMERGENCY STOP ALIGN PT-2A TL-1 TA-11 PT-2A " 6 1 / 3 1 0 - ' 8 " 6 - ' 5 237 TA-19A " 0 - ' 4 TA-25 TL-1 TL-1 PT-2A PT-2A TA-11 TA-17A TA-13 " 0 - ' 5 ADA PIPING COVERS TA-9 TA-12 " 0 - ' 3 BASE2A " 6 - ' 1 " 8 - ' 9 " 6 1 / 3 1 0 - ' 8 T H R O O D H T W N G I L A I " 8 - ' 9 TA-12 TA-4 TA-14 " 6 - ' 2 " 6 - ' 1 CURVED WALL " 6 1 / 3 1 0 - ' 8 R O O D H T W N G I L A I BASE2B BASE2A EQ EQ 3' - 11 1/4" EQ EQ BASE2A LEVEL 2 118'-0" 14 237 ALL GENDER - NORTH A152 1/4" = 1'-0" 15 237 ALL GENDER - EAST A152 1/4" = 1'-0" 16 237 ALL GENDER - SOUTH A152 1/4" = 1'-0" 17 237 ALL GENDER - WEST A152 1/4" = 1'-0" PT-2A 1' - 6" 1' - 6" TA-9 TA-11 BASE2B 2' - 4" TA-17A TA-11 ADA PIPING COVERS " 0 - ' 3 BASE2A TL-1 TL-1 TA-12 " 6 1 / 3 1 0 - ' 8 T H R O O D H T W N G I L A I PT-2A 236 TA-19A " 6 - ' 5 " 0 - ' 4 TA-24 " 0 1 - ' 2 TA-28 TL-1 TL-1 " 8 - ' 9 " 6 1 / 3 1 0 - ' 8 TA-13 TA-12 TA-14 TA-4 " 6 1 / 3 1 0 - ' 8 T H R O O D H T W N G I L A I BASE2B 3' - 11 1/4" BASE2A 18 ALL GENDER 236 - NORTH A152 1/4" = 1'-0" 19 ALL GENDER 236 - EAST A152 1/4" = 1'-0" 20 ALL GENDER 236 - SOUTH A152 1/4" = 1'-0" 21 ALL GENDER 236 - WEST A152 1/4" = 1'-0" PT-2B TA-19B 231 " 6 - ' 5 " 0 - ' 4 " 0 - ' 5 BASE2B PT-2A TA-9 TA-11 BASE2B TA-17B TA-11 ADA PIPING COVERS " 4 - ' 3 BASE2A TL-1 TL-1 TA-14 TA-4 BASE2A 22 231 ALL GENDER - NORTH A152 1/4" = 1'-0" 23 231 ALL GENDER - EAST A152 1/4" = 1'-0" 24 231 ALL GENDER - SOUTH A152 1/4" = 1'-0" 25 231 ALL GENDER - WEST A152 1/4" = 1'-0" PT-2B TL-1 230 TA-19B " 6 - ' 5 " 0 - ' 4 TA-12 TA-4 TA-14 TL-1 TA-17B TA-11 TA-4 TA-12 " 5 - ' 2 " 4 - ' 3 ADA PIPING COVERS PT-2A ALIGN TA-9 TA-13 BASE2B BASE2A BASE2A 8' - 6 1/2" 2' - 8 1/2" BASE2B 2' - 6" 26 230 ALL GENDER - NORTH A152 1/4" = 1'-0" 27 230 ALL GENDER- EAST A152 1/4" = 1'-0" 28 230 ALL GENDER - SOUTH A152 1/4" = 1'-0" 29 230 ALL GENDER - WEST A152 1/4" = 1'-0" Architecture and Interiors Civil and Landscape Structural and Facade Mechanical, Electrical and Plumbing Technology Lighting EOR Studio NYL Victus Engineering KCL Mazzetti Acoustic KRA 510 Marquette Avenue South, Suite 200 Minneapolis, MN 55402 | 612.375.0336 MSR Project No: 2023021 1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651. 770.8448 219 N 2nd Street #120 Minneapolis, Minnesota 55401 | 303.558.3145 2327 Wycliff St Suite 230, St Paul, MN 55114 | 612.859.8299 300 4th St, West Des Moines, IA 50265 | 515.724.7938 1999 Broadway, Denver, CO 80202 | 720.644.5032 4826 Chicago Ave, Minneapolis, MN 55417 | 612.374.3800 Owner Hennepin County Minnesota Facility Services Department A2208 Government Center, 300 South Sixth Street Minneapolis, MN 55487 | 612-596-6949 Southdale Library + Edina Art Center 7001 York Ave S, Edina, MN 55435 County Project No: 1005259 County Contract No: PR00006399 County Facilty No: 071 County Project Manger: Liz Veaderko Signature Print Name Matthew Kruntorad Date 6/27/2025 License No 48542 I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the Laws of the State of Minnesota. ISSUE / REVISION 100% CONSTRUCTION DOCS Mark Date 06-27-2025 100% CONSTRUCTION DOCS Description TOILET ROOM PLANS AND ELEVATIONS A152 t v r . e r u t c e t i h c r A _ 4 2 R _ 1 2 0 3 2 0 2 / y r a r b L i l e a d h t u o S 1 2 0 3 2 0 2 / / : s c o D k s e d o t u A M A 0 5 : 0 5 : 0 1 5 2 0 2 / 7 2 / 6 . d L t , e l t s a c k c o R & r e r e h c S , r e y e M t h g i r y p o C 3 2 0 2 i g n w a r D Page 94 of 202 3 ______ A363 7 ______ A363 9 ______ A189 4 ______ A363 13 ______ A189 4 ______ A252 ROOF-4 ROOF-4 T.O. BENT PLATE 130' - 11" STORAGE 243 13 ______ A364 8 ______ A363 LEVEL 2 118' - 0" ROOF-5 7 ______ A356 SIM 2D BY OTHERS " 0 1 ROOF-5 LEVEL 2 118' - 0" " 4 / 3 4 - ' 3 " 4 / 1 7 - ' 4 1 2A 11 ______ A372 LEVEL 1 100' - 0" 144 12 ______ A372 FLOR1B LEVEL 1 100' - 0" 5 ______ A352 5 ______ A352 SIM 5 ______ A352 SIM 3 KILN - WEST WALL SECTION A189 1/4" = 1'-0" 4 KILN - EAST WALL SECTION A189 1/4" = 1'-0" 1 ______ A363 GUTTER 2 ______ A189 PROVIDE MANUFATCURER'S STANDARD DETAIL FOR FLUE PENETRATION THOUGH ROOF-4, TYP. 13 ______ A364 LEVEL 2 LEVEL 2 118'-0" 118' - 0" FIN-1 EXTRUDED ALUMINUM FINS MPNL-10 PERF ALUM PANEL MTL PANEL JOINTS ALIGNED WITH WT SECTIONS BEYOND, TYP; SEE PLAN DTLS LEVEL 2 118' - 0" 9 ______ A193 KNOX-2 2 ______ A193 3 ______ A304 22' - 0" OHDR-1 143 "FULL/OPEN" PARKING SIGN 6 4' - 4" 13 ______ A189 18' - 0" 144 OHDR-1 4 ______ A304 12 ______ A372 4 ______ A189 6 11 ______ A372 PARKING RAMP TRASH ENCLOSURE 25' - 0" CLEAR 2A 2D 2D 2 KILN - NORTH WALL SECTION 2 A189 1/4" = 1'-0" 9 ______ A189 A A.1 7 8 ______ ______ A203 A374 10.2 A203 10 ______ A372 6 3' - 4" 5 ______ A308 2 ______ A304 7 A203 3 ______ A189 14 ______ A372 8 ______ A372 3' - 8 " R8 1 142B 4" 5' - 0" 1 TRASH ENCLOSURE ENLARGED PLAN A189 1/4" = 1'-0" A.1 3 ______ A304 9 ______ A189 13 ______ A189 A189 4 ______ A304 " 0 1 - ' 6 3 ______ A364 " 3 3' - 8" 3' - 8" 3' - 8" 3' - 8" 3' - 8" 3' - 8" 3' - 8" 8 3' - 8" 1' - 2 29/32" 3' - 8" 7 3/32" 3' - 8" 3' - 5 13/32" 13 ______ A364 VIF 3" 5 ______ A364 " 0 1 - ' 6 Q E Q E Q E " 1 - ' 6 1 9 ______ A364 Q E 10 ______ A364 Q E " 1 1 - ' 2 2 4 ______ A189 2 ______ A189 12 A189 FUTURE KILN GAS KILN SODA KILN + /- 6' - 1 1 1/2 " V IF 11 A189 3 ______ A189 BLRD-2 3 ______ A186 POINT OF BEGINNING 9' - 8 1/ 4 " 1 ______ A364 2 ______ A364 REV 6 ______ A364 242A 8' - 0 1/2" 8' - 0 1/2" 15' - 6" 10.2 5 ENLARGED PLAN - KILN ENCLOSURE A189 1/4" = 1'-0" 4 ______ A364 SIM 8 ______ A364 SIM 2 ______ A364 Q E Q E STORAGE 243 " 2 1 / " 8 / 1 6 ______ A364 8 ______ A364 243 7 ______ A364 14' - 11 1/2" 5 EQ PANELS 7' - 0 1/2" 7' - 5" OUTDOOR KILNS 242 16' - 3 3/4" 242B OHDR-2 8' - 0 1/2" 38' - 7" 6 A189 10 10.2 EQ EQ EQ EQ OPENING FOR FLUES; COORD W KILN MFR, TYP I F V " 8 / 1 4 - ' 5 I F V " 2 / 1 0 1 - ' 4 " 1 1 - ' 3 - / + " 0 - ' 8 " 2 - ' 4 - / + SURFACE MTD LIGHT FIXTURES; SEE LIGHTING, CONDUIT CAN BE MTD TO UNDERSIDE OF DECK FIN-1 EXTRUDED ALUMINUM FINS ALL EXPOSED STEEL STRUCTURE TO BE PAINTED PT-4C, TYP. EXPOSED METAL DECK TO BE PAINTED PT-4C, TYP. 7 ENLARGED RCP - KILN ENCLOSURE A189 1/4" = 1'-0" LIGHT FIXTURE, SEE ELECT 8' - 5 11/64" VIF 15' - 9 1/16" 5 EQ PANELS 130' - 5" 14' - 11" 5 EQ PANELS " 5 - ' 2 1 " 4 - ' 4 " 1 1 - ' 7 " 2 HM DOOR AND FRAME, PAINT TO MATCH PT-4C COILING DOOR, PAINT TO MATCH PT-4C 242A 242B OHDR-2 6 OUTDOOR KILN & STORAGE SOUTH ELEVATION A189 1/4" = 1'-0" 7' - 4" M5+ 7' - 4" M4+ 46' - 0 3/4" V.I.F. 7' - 4" M5+ 7' - 4" M4+ 7' - 4" M5+ 1' - 6" 1' - 6" 2' - 2" 1' - 6" 1' - 6" 2' - 2" 1' - 6" 2' - 2" 2' - 2" 1' - 6" 2' - 2" 1' - 6" 1' - 6" 2' - 2" 1' - 6" 2' - 2" 2' - 2" 1' - 6" 2' - 2" 1' - 6" 1' - 6" 2' - 2" 1' - 6" 1' - 6" A A B A B A B A B A B A B A B A B A B A B A B A B PROVIDE MITER JOINT FOR TOP RAIL, PAINTED PT-4C FIN-1 EXTRUDED ALUMINUM FINS VERTICAL JOINTS IN PERFORATED MTL PANEL, ALIGNED WITH CTR OF WT BEYOND, TYP MPNL-10 PERF ALUM PANEL " 1 - ' 8 " 4 - ' 4 " 1 1 - ' 8 " 1 - ' 2 " 5 - ' 2 1 " 2 / 1 2 - ' 2 1 " 0 1 " 7 - ' 4 " 5 - ' 5 LEVEL 2 118' - 0" PROVIDE MITER JOINT FOR BOTTOM RAIL, PAINTED PT-4C CAST IN PLACE CONCRETE WITH FORMLINER FINISH SEE A204 FOR ELEVATION SUSPENDED, SELF- ILLUMINATED SIGN SEE /1 A193 8 KILN ENCLOSURE NORTH ELEVATION A189 1/4" = 1'-0" 1' - 4" 1' - 10" 2' - 0" 1' - 4" 1' - 4" 2' - 0" 2' - 3" 1' - 4" 1' - 10" 1' - 4" PROVIDE END CAP FOR ALL OPEN END FIN-1, TYP. 1' - 7 1/8" 1' - 10" 1' - 4" 1' - 10" 1' - 10" 1' - 4" 1' - 10" 1' - 10" 1' - 4" 1' - 4" 17' - 9 1/8" A B A B A B A A B A B A A B A B A B A B A B PROVIDE MITER JOINT FOR TOP RAIL, PAINTED PT-4C SIM 5 ______ A363 243 LEVEL 2 118' - 0" COORD SCUPPER OPENING THRU METAL PANEL PANEL BUTT JOINT STL CHANNEL DOWNSPOUT FIN-1 EXTRUDED ALUMINUM FINS MPNL-10 PERF ALUM PANEL / " 2 1 1 - ' 6 " 2 - ' 8 / " 2 1 3 - ' 4 1 " 5 - ' 5 LEVEL 2 118' - 0" " 4 - ' 4 " 1 1 - ' 8 / " 2 1 3 - ' 4 1 " 5 - ' 5 LEVEL 2 118' - 0" 4' - 4" PROVIDE MITER JOINT FOR BOTTOM RAIL, PAINTED PT-4C 9 ______ A363 TRASH ENCLOSURE EXT PROVIDE MITER JOINT FOR TOP RAIL, PAINTED PT-4C MPNL-10 PERF ALUM PANEL FIN-1 EXTRUDED ALUMINUM FINS " 4 - ' 4 " 1 1 - ' 8 PROVIDE MITER JOINT FOR BOTTOM RAIL, PAINTED PT-4C ROOF-4 GAS KILN " 2 / 1 7 - ' 1 OHDR-2 " 2 / 1 0 - ' 0 1 " 5 - ' 8 5 ______ A363 9 KILN ENCLOSURE SECTION A189 1/4" = 1'-0" 1 ______ A363 SIM 2 ______ A189 4 ______ A189 2 ______ A363 T.O. BENT PLATE 130' - 11" ATTACHED AT THE BACK OF THE FINS " 0 1 LEVEL 2 118' - 0" 3' - 3 7/32" 6 ______ A363 2 ______ A363 SIM T.O. BENT PLATE 130' - 11" 4 ______ A364 6 ______ A363 SIM 11 ______ A372 LEVEL 1 100' - 0" t v r . e r u t c e t i h c r A _ 4 2 R _ 1 2 0 3 2 0 2 / y r a r b L i l e a d h t u o S 1 2 0 3 2 0 2 / / : s c o D k s e d o t u A M A 4 0 : 4 5 : 0 1 5 2 0 2 / 7 2 / 6 . d L t , e l t s a c k c o R & r e r e h c S , r e y e M t h g i r y p o C 3 2 0 2 i g n w a r D 10 TRASH AND KILN ENCLOSURE - AXON A189 11 OUTDOOR KILN & STORAGE WEST ELEVATION A189 1/4" = 1'-0" 12 OUTDOOR KILN & STORAGE EAST ELEVATION A189 1/4" = 1'-0" 13 KILN ENCLOSURE SECTION 2 A189 1/4" = 1'-0" Architecture and Interiors Civil and Landscape Structural and Facade Mechanical, Electrical and Plumbing Technology Lighting EOR Studio NYL Victus Engineering KCL Mazzetti Acoustic KRA 510 Marquette Avenue South, Suite 200 Minneapolis, MN 55402 | 612.375.0336 MSR Project No: 2023021 1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651. 770.8448 219 N 2nd Street #120 Minneapolis, Minnesota 55401 | 303.558.3145 2327 Wycliff St Suite 230, St Paul, MN 55114 | 612.859.8299 300 4th St, West Des Moines, IA 50265 | 515.724.7938 1999 Broadway, Denver, CO 80202 | 720.644.5032 4826 Chicago Ave, Minneapolis, MN 55417 | 612.374.3800 Owner Hennepin County Minnesota Facility Services Department A2208 Government Center, 300 South Sixth Street Minneapolis, MN 55487 | 612-596-6949 Southdale Library + Edina Art Center 7001 York Ave S, Edina, MN 55435 County Project No: 1005259 County Contract No: PR00006399 County Facilty No: 071 County Project Manger: Liz Veaderko Signature Print Name Matthew Kruntorad Date 6/27/2025 License No 48542 I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the Laws of the State of Minnesota. ISSUE / REVISION 100% CONSTRUCTION DOCS Mark Date 06-27-2025 100% CONSTRUCTION DOCS Description KILN AREA ENLARGED PLANS AND SECTION A189 Page 95 of 202 4' - 5" 4' - 0" 4' - 0" 4' - 0" 1' - 5" 2' - 7" 4' - 0" 4' - 5" 29' - 9" 3 25' - 11 1/2" 27' - 10 1/2" 6 54' - 6" A A.1 A190 4 2' MECHANICAL UNIT CURB - SEE MECHANICAL MATCH ROOF INSULATION EP 8 ______ A190 DOAS-3 SEE MECHANICAL A190 6 MPNL-8 " 8 / 3 0 1 - ' 1 1 " 8 / 5 8 - ' 3 " 8 / 5 8 - ' 3 " 8 / 5 8 - ' 3 A HSS 6x6 POSTS A.1 HSS 1X2 " 8 / 5 8 - ' 3 " 8 / 5 8 - ' 3 " 8 / 5 8 - ' 3 10 ______ A190 " 0 MPNL-8 " 5 - ' 2 1 12 ______ A190 3' - 11" MPNL-8 3' - 10" HSS6X6 POSTS A190 3' - 10" 3' - 10" 3' - 10" 3' - 10" 3' - 10" 7 3' - 10" 3' - 10" 3' - 10" 3' - 10" 3' - 10" 3' - 10" 3' - 11" 11 1/2" HSS1X2 " 7 - ' 4 " 4 - ' 3 " 0 - ' 4 DOAS-2 SEE MECHANICAL MUA-1 SEE MECHANICAL L3X2-1/2X1/4 ANGLE CONTINUOUS MPNL-8 HSS 6x6 POSTS " 0 - ' 6 HSS 1X2x1/8 CONTINUOUS MPNL-8 5 A190 " 4 - ' 2 1 3 ______ A190 9 ______ A190 11 ______ A190 " 6 " 5 - ' 5 14 ______ A190 " 1 DOAS 2 MUA 1 HIGH PARAPET 138' - 0" L3X2-1/2X1/4 ANGLE CONTINUOUS MPNL-8 HSS4X4 COLUMNS HSS 1X2x1/8 CONTINUOUS I S E R A V T.O. BENT PLATE 130' - 11" " 0 1 - ' 1 " 0 1 - ' 1 " 9 - ' 1 " 1 1 DOAS 3 UNIT SCREEN A190 1/4" = 1'-0" 3 MPNL-8 2 DOAS 2 & AHU UNIT SCREENS A190 1/4" = 1'-0" 1 ______ A251 HIGH PARAPET 138' - 0" T.O. BENT PLATE 130' - 11" P3 P4 P2 P3 P2 P4 P2 P3 P4 P2 P3 P2 P4 P2 P3 P4 P2 P3 P2 P4 P2 P3 P4 P2 P3 P2 P4 P2 P3 P4 4 DOAS-3 MECHANICAL SCREEN WALL - NORTH ELEVATION A190 1/2" = 1'-0" MPNL-8 3 ______ A190 A.1 A.1 HIGH PARAPET 138' - 0" 8 ______ A190 HIGH PARAPET 138' - 0" MPNL-8 " 0 - ' 6 T.O. BENT PLATE 130' - 11" T.O. BENT PLATE 130' - 11" 3 SECTION THROUGH DOAS-2 & MUA-1 SCREEN A190 1/2" = 1'-0" 1 ______ A251 L3X2-1/2X1/4 ANGLE CONTINUOUS 9 ______ A190 HSS 6x6 POSTS " 0 - ' 6 HSS 1X2x1/8 CONTINUOUS 136' - 11" T.O. MECH SCREEN 11 ______ A190 " 6 " 0 1 - ' 1 " 0 1 - ' 1 " 0 1 - ' 1 DOAS 3 SEE MECHANICAL FACTORY CURB SEE MECHANICAL MATCH ROOF INSULATION FACTORY CURB SEE MECHANICAL MATCH ROOF INSULATION " 6 PROVIDE THERMALLY BROKEN CONNECTION, TYP. " 6 - ' 2 T.O. BENT PLATE 130' - 11" 14 ______ A190 CONTINUOUS HSS 3x2-1/2x1/4 STEEL ANGLE (GALV) STEEL PLATE AT TOP OF POST SEALED TIGHT (GALV) CONTINUOUS HSS 1x2x1/8 STEEL GIRTS (GALV) MPNL-8 PERFORATED METAL PANELS, VERTICAL INSTALLATION HSS 6x6x3/8 STEEL POSTS (GALV), REFER TO STRUCT 8 SECTION THROUGH DOAS 3 SCREEN A190 1/2" = 1'-0" 9 MECHANICAL SCREEN TOP OF WALL DETAIL A190 1 1/2" = 1'-0" CUSTOM BEND LAST PANEL IN FIELD PER FIELD CONDITION AROUND CORNER TO MAKE CONTINUOUS, TYP. STEEL PLATE AT END OF GIRTS SEALED TIGHT (GALV) A.1 INSTALLATION OF PANEL SHALL BE CONTINUOUS AROUND CORNER MPNL-8 PERFORATED METAL PANELS, VERTICAL INSTALLATION SEE ELEVATIONS FOR PANEL TYPE, TYP (PULSE: P2, P3 OR P4) HSS 6x6x3/8 STEEL POSTS (GALV), REFER TO STRUCT HSS 1x2x1/8 STEEL GIRTS (GALV) MPNL-8 PERFORATED METAL PANELS, VERTICAL INSTALLATION HSS 1x2x1/8 STEEL GIRTS (GALV) HSS 6x6x3/8 STEEL POSTS (GALV), REFER TO STRUCT 5 DOAS-2 MECHANICAL SCREEN WEST ELEVATION P4 P4 P4 P3 P3 P2 P2 P2 P2 P3 P4 P2 P3 6 DOAS-3 MECHANICAL SCREEN- EAST ELEVATIONS P4 P4 P3 P3 P2 P2 P2 A190 1/2" = 1'-0" A190 1/2" = 1'-0" MPNL-8 6 54' - 6" P2 P3 P2 P4 P2 10 MECH SCREEN CORNER PLAN DETAIL A190 1 1/2" = 1'-0" 11 MECHANICAL SCREEN GIRT DETAIL A190 1 1/2" = 1'-0" HIGH PARAPET 138' - 0" " 0 - ' 6 T.O. BENT PLATE 130' - 11" " 0 - ' 1 " 2 T.O. BENT PLATE 130' - 11" " 1 MPNL-8 PERFORATED METAL PANELS, VERTICAL INSTALLATION SEE ELEVATIONS FOR PANEL TYPE, TYP (PULSE: P2, P3 OR P4) HSS 1x2x1/8 STEEL GIRTS (GALV) HSS 6x6x3/8 STEEL POSTS (GALV), REFER TO STRUCT STEEL PLATE AT END OF GIRTS SEALED TIGHT (GALV) HSS 6x6x3/8 STEEL POSTS (GALV), REFER TO STRUCT MPNL-8 PERFORATED METAL PANELS, VERTICAL INSTALLATION HSS 1x2x1/8 STEEL GIRTS (GALV) BOOT FLASHING COLLAR AND SEALANT AT PERIMETER BOOT PENETRATION FLASHING ROOF1A TBM-1 THERMALLY BROKEN CONNECTION, REFER TO STRUCT STEEL WIDE FLANGE BEAM, REFER TO STRUCT t v r . e r u t c e t i h c r A _ 4 2 R _ 1 2 0 3 2 0 2 / y r a r b L i l e a d h t u o S 1 2 0 3 2 0 2 / / : s c o D k s e d o t u A M A 2 2 : 4 5 : 0 1 5 2 0 2 / 7 2 / 6 . d L t , e l t s a c k c o R & r e r e h c S , r e y e M t h g i r y p o C 3 2 0 2 i g n w a r D 7 DOAS-2 MECHANICAL SCREEN WALL - NORTH ELEVATION P4 P4 P4 P4 P3 P3 P3 P3 P2 P2 P2 P2 P2 A190 1/2" = 1'-0" P2 P3 P2 P4 P2 P3 P4 P2 P3 P2 P4 P2 P3 P4 P2 P3 P2 P4 P2 P3 P4 P2 P3 P2 P4 P2 P3 P4 P2 P3 P2 P4 P2 P3 P4 P2 P3 P2 P4 P2 P3 P4 12 MECH SCREEN END PLAN DETAIL A190 1 1/2" = 1'-0" 14 MECHANICAL SCREEN BASE DETAIL A190 1 1/2" = 1'-0" Architecture and Interiors Civil and Landscape Structural and Facade Mechanical, Electrical and Plumbing Technology Lighting EOR Studio NYL Victus Engineering KCL Mazzetti Acoustic KRA 510 Marquette Avenue South, Suite 200 Minneapolis, MN 55402 | 612.375.0336 MSR Project No: 2023021 1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651. 770.8448 219 N 2nd Street #120 Minneapolis, Minnesota 55401 | 303.558.3145 2327 Wycliff St Suite 230, St Paul, MN 55114 | 612.859.8299 300 4th St, West Des Moines, IA 50265 | 515.724.7938 1999 Broadway, Denver, CO 80202 | 720.644.5032 4826 Chicago Ave, Minneapolis, MN 55417 | 612.374.3800 Owner Hennepin County Minnesota Facility Services Department A2208 Government Center, 300 South Sixth Street Minneapolis, MN 55487 | 612-596-6949 Southdale Library + Edina Art Center 7001 York Ave S, Edina, MN 55435 I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the Laws of the State of Minnesota. Signature Print Name Matthew Kruntorad Date 6/27/2025 License No 48542 County Project No: 1005259 County Contract No: PR00006399 County Facilty No: 071 County Project Manger: Liz Veaderko ISSUE / REVISION 100% CONSTRUCTION DOCS Mark Date 06-27-2025 100% CONSTRUCTION DOCS Description ROOF MECHANICAL SCREEN ENLARGED PLAN AND DETAILS A190 Page 96 of 202 130' - 5" 6" " 0 1 MPNL-5 INSULATED METAL ROOF PANEL ON STEEL DECK; SEE STRUCT GUTTER STRAPS BY IM ROOF MFR; PROVIDE BUTYL TAPE ON UNDERSIDE ROOF PANEL CLIPS; FASTEN PER MFR BUTYL SEALANT END DAM; FILL INT JOINT CAVITY CONT SEALANT " 4 / 1 1 - ' 1 ALUM GUTTER BRAKE MTL Z DECK CLOSURE 129' - 3 3/4" STEEL BEAM; SEE STRUCT, PAINTED PT-4C MPNL-10 PERFORATED CLADDING; FASTEN TO STEEL STRUCTURE WITH PAN HEAD FASTENERS, FINISH TO MATCH ALUM PANEL NO CONNECTIONS ABOVE BOTTOM OF BEAM BENT PLATE ANGLE BOTH SIDES; WELD TO STEEL BEAM; THROUGH-BOLT WT SUBFRAME, W/ SLOTTED HOLES WT SUBFRAME TO SUPPORT PERF METAL CLADDING; PAINT ALL EXPOSED PT-4C STEEL, PT-4C 132' - 1" 4" 10" 1/4" / 12" 130' - 5" EQ EQ 1 1/2" 5" MPNL-5 INSULATED METAL ROOF PANEL ON STEEL DECK; SEE STRUCT ROOF PANEL CLIPS; FASTEN PER MFR BUTYL SEALANT END DAM; FILL INT JOINT CAVITY PER MANUFACTURER'S STANDARD DETAILS BRAKE MTL EAVE TRIM BY ROOF MFR; FASTEN TO BM WITH POP RIVETS MPNL-10 PERFORATED CLADDING; SEE ELEVATIONS FOR EXTENTS COORD SLOT IN MPNL-10 PANELS FOR KNIFE PLATES MPNL-10 FIN-1 EXTRUDED ALUMINUM FINS STL KNIFE PLATE ANCHOR AT VERTICAL FIN; FASTENERS PREFINISHED TO MATCH FINS STL TAB WELDED TO STRUCTURAL BEAM, BOLTED TO KNIFE PLATE ANCHOR, TYP. WT SUBFRAME, BEYOND STL POST; SEE STRUCT FASTENERS INTO WT SUBFRAME, NOT HSS COLUMNS; SEE PLAN DETAIL PAINT ALL EXPOSED PT-4C STEEL, PT-4C FIN-1 EXTRUDED ALUMINUM FINS MPNL-10 PERFORATED CLADDING; SEE ELEVATIONS FOR EXTENTS STL TAB WELDED TO STRUCTURAL BEAM, BOLTED TO KNIFE PLATE ANCHOR, TYP. STL KNIFE PLATE ANCHOR AT VERTICAL FIN; FASTENERS PREFINISHED TO MATCH FINS PAINT ALL EXPOSED PT-4C STEEL, PT-4C 3 EXT DETAIL - KILN WEST ROOF COPING A363 1 1/2" = 1'-0" T.O. BENT PLATE 130' - 11" BRAKE MTL RAKE TRIM BY ROOF MFR; FASTEN TO BM WITH POP RIVETS MPNL-5 INSULATED METAL ROOF PANEL ON STEEL DECK; SEE STRUCT BRAKE MTL EAVE TRIM BY ROOF MFR; FASTEN TO BM WITH POP RIVETS MPNL-5 INSULATED METAL ROOF PANEL ON STEEL DECK; SEE STRUCT 6" ROOF PANEL CLIPS; FASTEN PER MFR STEEL BEAM; SEE STRUCT ROOF PANEL CLIPS; FASTEN PER MFR STEEL BEAM; SEE STRUCT 3 1/2" 2 1/2" 130' - 5" " 8 T.O. BENT PLATE 130' - 11" FIN-1 EXTRUDED ALUMINUM FINS BENT PLATE ROOF EDGE, REFER TO STRUCT MPNL-10 PERFORATED CLADDING; SEE ELEVATIONS FOR EXTENTS STL TAB WELDED TO STRUCTURAL BEAM, BOLTED TO KNIFE PLATE ANCHOR, TYP. STL KNIFE PLATE ANCHOR AT VERTICAL FIN; FASTENERS PREFINISHED TO MATCH FINS COORD SLOT IN MPNL-10 PANELS FOR KNIFE PLATES MPNL-10 STL POST; SEE STRUCT COORD SLOT IN MPNL-10 MPNL-10 PANELS FOR KNIFE PLATES STL POST; SEE STRUCT 6 1/2" 10" PAINT ALL EXPOSED PT-4C STEEL, PT-4C 4 EXT DETAIL - KILN EAST ROOF COPING A363 1 1/2" = 1'-0" 1 EXT DETAIL - SOUTH GUTTER @ KILN ENCLOSURE A363 1 1/2" = 1'-0" 2 EXT DETAIL - NORTH COPING @ KILN ENCLOSURE, TYP A363 1 1/2" = 1'-0" HSS 5"x5"x1/2" STEEL COLUMN BEYOND MPNL-10 WT SUBFRAME TO SUPPORT PERF METAL CLADDING; SEE PLAN FOR LOCATIONS ANGLE BETWEEN WT SUPPORTS FOR FIN SUPPORT LEVEL 2 118' - 0" ALUMINUM KNIFE DEFLECTION ANCHOR BENT PLATE ANGLE BELOW, BOTH SIDES; WELD TO EMBED PLATE; THROUGH-BOLT WT SUBFRAME MPNL-10 PANELS, EXTEND MPNL-10 TO BOTTOM OF SLAB DRIP, CAST INTO SLAB STL PLATE ANCHORED TO CONC WALL, WELD TO HSS FIN-1 HSS 3X2X1/4, SEE ELEVATION HSS7X2X1/4 SELF-ILLUMINATED LETTERS, PROVIDE ELECTRICAL CONNECTION 5 ______ A193 1 1/2" 1" 4" 2' - 11 1/4" +/- 4" 4" 10" HSS 2X3X1/4 ALIGN STEEL EMBED, COORD HOLE FOR CONDUIT, REFER TO STRUCT 4" 1' - 2" " 6 PROVIDE 2X2 HOLE AT BOTTOM OF BEAM FOR WIRE ACCESS ROUTE 3/4" CONDUIT WITH LOW VOLTAGE WIRE THROUGH HSS BEAM., PROVIDE HOLE IN FACEPLATE CONDUIT SLEEVE THROUGH CONC WALL CONC-1 FORMLINER FINISH ABOVE GRADE SEE STRUCTURAL 9 ______ A602 OHDR-1 MOTORIZED GARAGE DOOR 8 ______ A602 6 EXT DETAIL - KILN NORTH BASE & GARAGE SIGNAGE A363 1 1/2" = 1'-0" HSS 5"x5"x1/2" STEEL COLUMN BEYOND MPNL-10 ANGLE BETWEEN WT SUPPORTS FOR FIN SUPPORT CONTINUOUS STEEL EDGE ANGLE, REFER TO STRUCT LEVEL 2 118' - 0" ALUMINUM KNIFE DEFLECTION ANCHOR CONCRETE SLAB, REFER TO STRUCT MPNL-10 PANELS, EXTEND MPNL-10 TO BOTTOM OF SLAB FIN-1 EXTRUDED ALUMINUM FINS CONC-1 FORMLINER FINISH ABOVE GRADE SEE STRUCTURAL VOID SPACE BETWEEN SLABS CONCRETE SLAB, REFER TO STRUCT CONC-1 FORMLINER FINISH ABOVE GRADE SEE STRUCTURAL 1 1/2" " 7 - ' 1 T C U R T S E E S HSS 5"x5"x1/2" STEEL COLUMN BEYOND MPNL-10 WT SUBFRAME TO SUPPORT PERF METAL CLADDING; SEE PLAN FOR LOCATIONS FIN-1 EXTRUDED ALUMINUM FINS COORD PENETRATION THRU PANEL FOR KNIFE PLATE ALUMINUM KNIFE DEFLECTION ANCHOR LEVEL 2 118' - 0" L4x7x3/8ANGLE BETWEEN WT SUPPORTS FOR FIN SUPPORT CONTINUOUS STEEL EDGE ANGLE, REFER TO STRUCT CONCRETE SLAB, REFER TO STRUCT LIQUID MEMBRANE TERMINATION FOUNDATION WALL, REFER TO STRUCT DMAT-1 WP-1 13 ______ A364 8 EXT DETAIL - KILN EAST BASE A363 1 1/2" = 1'-0" CONCRETE SLAB ON GRADE, SEE STRUCTURAL VB-1 SEE CIVIL FOR GRAVEL COURSE, TYP. 7 EXT DETAIL - KILN WEST BASE A363 1 1/2" = 1'-0" ROOF PANEL CLIPS; FASTEN PER MFR BUTYL SEALANT END DAM; FILL INT JOINT CAVITY ALUM GUTTER BRAKE MTL Z DECK CLOSURE MPNL-10 PERFORATED CLADDING; FASTEN TO STEEL STRUCTURE WITH PAN HEAD FASTENERS, FINISH TO MATCH ALUM PANEL STEEL BEAM; SEE STRUCT / " 4 1 0 - ' 1 " 0 1 130' - 4" 6" BENT PLATE STEEL CLOSURE; SEE STRUCT BENT PLATE STEEL CLOSURE; SEE STRUCT STEEL DOOR HEADER; SEE STRUCT 1/4" STEEL PLATE; SEE STRUCT PAINT ALL EXPOSED PT-4C STEEL, PT-4C / " 4 1 0 1 " 0 1 " 4 / 1 126' - 2" 1" 5" 6" 10 KILN COILING DOOR HEAD DETAIL A363 1 1/2" = 1'-0" 11 EXT DETAIL - KILN NORTH BASE AT GARAGE DOOR A363 1 1/2" = 1'-0" OHDR-1 COILING DOOR EXPANSION MATERIAL TRENCH DRAIN, SEE CIVIL LEVEL 1 100' - 0" FOUNDATION AND FOOTING, SEE STRUCTURAL WP-1, TYP. LIQUID MEMBRANE AT CORNER PER WP-1 MANUFACTURER RECOMMENDATION, TYP. WP-1 EXTEND DOWN TO FOOTING DRAIN TILE, REFER TO CIVIL FOR DETAIL HSS 5"x5"x1/2" STEEL COLUMN BEYOND MPNL-10 WT SUBFRAME TO SUPPORT PERF METAL CLADDING; SEE PLAN FOR LOCATIONS SLAB ON GRADE, SEE CIVIL EXPANSION MATERIAL & CONTINUOUS SEALANT FOUNDATION WALL, REFER TO STRUCT DMAT-1 WP-1 " 7 - ' 1 T C U R T T S E E S CONC SLAB, SEE STRUCT CONCRETE SLAB, REFER TO STRUCT " 2 SLOPE LEVEL 2 118' - 0" VOID SPACE BETWEEN SLABS CONCRETE SLAB, REFER TO STRUCT 1 0 " VOID SPACE BETWEEN SLABS CONC SLAB, SEE STRUCT 5 EXT DETAIL - KILN SOUTH BASE A363 1 1/2" = 1'-0" STL HEADER; SEE STRUCT 6" 5" 1" MPNL-10 PERF ALUM PANEL LIGHT FIXTURE, COORD MOUNTING AND CONDUIT ROUTING THRU METAL PANEL " 4 / 1 PAN HEAD FASTENERS, FINISH TO MATCH ALUM PANEL 1/4" STL PLATE; ATTACH WITH COUNTERSUNK FASTENERS HM DOOR AND FRAME FASTENED INTO STRUCTURAL POST 9 EXT DETAIL - HM DOOR HEAD @ KILN A363 1 1/2" = 1'-0" t v r . e r u t c e t i h c r A _ 4 2 R _ 1 2 0 3 2 0 2 / y r a r b L i l e a d h t u o S 1 2 0 3 2 0 2 / / : s c o D k s e d o t u A M A 7 5 : 0 1 : 1 1 5 2 0 2 / 7 2 / 6 . d L t , e l t s a c k c o R & r e r e h c S , r e y e M t h g i r y p o C 3 2 0 2 i g n w a r D Architecture and Interiors Civil and Landscape Structural and Facade Mechanical, Electrical and Plumbing Technology Lighting EOR Studio NYL Victus Engineering KCL Mazzetti Acoustic KRA 510 Marquette Avenue South, Suite 200 Minneapolis, MN 55402 | 612.375.0336 MSR Project No: 2023021 1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651. 770.8448 219 N 2nd Street #120 Minneapolis, Minnesota 55401 | 303.558.3145 2327 Wycliff St Suite 230, St Paul, MN 55114 | 612.859.8299 300 4th St, West Des Moines, IA 50265 | 515.724.7938 1999 Broadway, Denver, CO 80202 | 720.644.5032 4826 Chicago Ave, Minneapolis, MN 55417 | 612.374.3800 Owner Hennepin County Minnesota Facility Services Department A2208 Government Center, 300 South Sixth Street Minneapolis, MN 55487 | 612-596-6949 Southdale Library + Edina Art Center 7001 York Ave S, Edina, MN 55435 County Project No: 1005259 County Contract No: PR00006399 County Facilty No: 071 County Project Manger: Liz Veaderko Signature Print Name Matthew Kruntorad Date 6/27/2025 License No 48542 I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the Laws of the State of Minnesota. ISSUE / REVISION 100% CONSTRUCTION DOCS Mark Date 06-27-2025 100% CONSTRUCTION DOCS Description EXTERIOR DETAILS KILN A363 Page 97 of 202 STL POST; SEE STRUCT SLEEVED BASE PLATE W/ ANCHOR BOLTS IN SLAB, BELOW; SEE STRUCT BENT PLATE POST EXTENSION, FULL HEIGHT; WELD AND GRIND SMOOTH; FINISH TO MATCH POST ALIGN ALIGN 1/2" 1/4" STL PLATE; ATTACH WITH COUNTERSUNK FASTENERS HM DOOR AND FRAME FASTENED INTO STRUCTURAL POST 1/4" STL PLATE; ATTACH WITH COUNTERSUNK FASTENERS HM DOOR AND FRAME FASTENED INTO STRUCTURAL POST STL POST; SEE STRUCT SLEEVED BASE PLATE W/ ANCHOR BOLTS IN SLAB, BELOW; SEE STRUCT 1/2" OFF GRID PAN HEAD FASTENERS, FINISH TO MATCH ALUM PANEL MPNL-10 PERF ALUM PANEL EASED RADIUS AT CORNER BRAKE PAINT ALL EXPOSED STEEL, PT-4C PT-4C ALIGN ALIGN 10.2 MPNL-10 PERF ALUM PANEL PAN HEAD FASTENERS, FINISH TO MATCH ALUM PANEL PAINT ALL EXPOSED STEEL, PT-4C PT-4C 10.2 PAINT ALL EXPOSED STEEL, PT-4C PT-4C " 3 " 2 / 1 6 " 2 / 1 3 P Y T BENT PLATE POST EXTENSION, FULL HEIGHT; WELD AND GRIND SMOOTH; FINISH TO MATCH POST SLEEVED BASE PLATE W/ ANCHOR BOLTS IN SLAB, BELOW; SEE STRUCT STL POST; SEE STRUCT FIN-1 EXTRUDED ALUMINUM FINS REFER TO PLAN FOR ORIENTATION RHYTHM OF FINS VARIES THROUGHOUT PAN HEAD FASTENERS, FINISH TO MATCH ALUM PANEL MPNL-10 PERF ALUM PANEL STL POST; SEE STRUCT PAN HEAD FASTENERS, FINISH TO MATCH ALUM PANEL SLEEVED BASE PLATE W/ ANCHOR BOLTS IN SLAB, BELOW; SEE STRUCT MPNL-10 PERF ALUM PANEL FIN-1 EXTRUDED ALUMINUM FINS PAN HEAD FASTENERS, FINISH TO MATCH ALUM PANEL; GRIND FASTENER TIPS AT INT FACE OF TEE MPNL-10 PERF ALUM PANEL " 3 " 2 / 1 6 " 2 / 1 3 P Y T " 2 / 1 6 " 3 " 2 / 1 3 P Y T CONTINUOUS STEEL ANGLE AT FLOOR, BETWEEN WT SUBFRAMES WT SUBFRAME TO SUPPORT PERF METAL CLADDING; SEE PLAN FOR LOCATIONS FIN-1 EXTRUDED ALUMINUM FINS NE CORNER IS POINT OF BEGINNING FOR FIN SPACING; REFER TO TYP DETAILS FOR STD SPACING SLEEVED BASE PLATE W/ ANCHOR BOLTS IN SLAB, BELOW; SEE STRUCT STL POST; SEE STRUCT PAINT ALL EXPOSED STEEL, PT-4C PT-4C PAN HEAD FASTENERS, FINISH TO MATCH ALUM PANEL; NOTE: THESE FASTENERS ARE CONCEALED BEHIND FINS @ CORNERS, REQ CAREFUL SEQUENCING PAINT ALL EXPOSED STEEL, PT-4C PT-4C MPNL-10 PERF ALUM PANEL 1 EXT DETAIL - SOUTHWEST CORNER @ KILN ENCLOSURE 2 EXT DETAIL - HM AND COILING DOOR JAMB @ KILN ENCLOSURE 3 EXT DETAIL - NORTH WEST CORNER AT KILN ENCLOSURE 4 EXT DETAIL - TYPICAL STRUCTURAL FIN @ KILN ENCLOSURE 5 EXT DETAIL - NORTHEAST CORNER @ KILN ENCLOSURE A364 3" = 1'-0" A364 3" = 1'-0" A364 3" = 1'-0" A364 3" = 1'-0" A364 3" = 1'-0" 1/4" STL PLATE; ATTACH WITH COUNTERSUNK FASTENERS ALIGN ALIGN 1/4" SETBACK OHDR-2 MANUAL COILING DOOR "E-STYLE" GUIDE RAIL FROM DOOR MFR BOLTED TO STL POST PER MFR REQ STL POST; SEE STRUCT SLEEVED BASE PLATE W/ ANCHOR BOLTS IN SLAB, BELOW; SEE STRUCT MPNL-10 PERF ALUM PANEL PAN HEAD FASTENERS, FINISH TO MATCH ALUM PANEL PAINT ALL EXPOSED STEEL, PT-4C PT-4C HM DOOR AND FRAME FASTENED INTO STRUCTURAL POST 1/4" STL PLATE; ATTACH WITH COUNTERSUNK FASTENERS N G L A I N G L A I " 2 / 1 3 " 2 / 1 2 " 1 SLEEVED BASE PLATE W/ ANCHOR BOLTS IN SLAB, BELOW; SEE STRUCT STL POST; SEE STRUCT MPNL-10 MPNL-10 IS NOT TYPICALLY ATTACHED TO HSS POST, U.N.O - SEE TEE DETAIL PAN HEAD FASTENERS, FINISH TO MATCH ALUM PANEL MPNL-10 PERF ALUM PANEL PAINT ALL EXPOSED STEEL, PT-4C PT-4C 8"x8" EMBED PLATE IN SLAB BELOW, SEE STRUCT BENT PLATE ANGLES BELOW, BOTH SIDES; WELD TO EMBED; THROUGH- BOLT WT SUBFRAME, REFER TO STRUCT WT SUBFRAME TO SUPPORT PERF METAL CLADDING; SEE PLAN FOR LOCATIONS 3" " 2 / 1 2 " 2 / 1 2 " 1 " 2 / 1 3 MPNL-10 PERF ALUM PANEL PAN HEAD FASTENERS, FINISH TO MATCH ALUM PANEL; GRIND FASTENER TIPS AT INT FACE OF TEE PAINT ALL EXPOSED STEEL, PT-4C PT-4C CONTINUOUS STEEL ANGLE AT FLOOR, BETWEEN WT SUBFRAMES MPNL-10 PERF ALUM PANEL FIN-1 EXTRUDED ALUMINUM FINS REFER TO PLAN FOR ORIENTATION RHYTHM OF FINS VARIES THROUGHOUT ALUM FINS ATTACHED TO BOTTOM AND TOP FINS VIA CONCEALED CLIPS; PREFINISH FASTENERS TO MATCH FIN, TYP PAINT ALL EXPOSED STEEL, PT-4C PT-4C 3 1/2" 1' - 4 1/2" 6 1/2" 3" 3 1/2" TYP CONTINUOUS STEEL ANGLE AT FLOOR, BETWEEN WT SUBFRAMES MPNL-10 PERF ALUM PANEL EASED RADIUS AT CORNER BRAKE 4" STL CHANNEL VERTICAL RAIN LEADER; MITER TO HORIZONTAL LEADER; WELD MITER JOINT AND GRIND SMOOTH SLEEVED BASE PLATE W/ ANCHOR BOLTS IN SLAB, BELOW; SEE STRUCT STL POST; SEE STRUCT I S N O T A V E L E E E S ALIGN FIN-1 EXTRUDED ALUMINUM FINS PAINT ALL EXPOSED STEEL, PT-4C PT-4C 6 EXT DETAIL - COILING DOOR JAMB @ KILN ENCLOSURE A364 3" = 1'-0" 7 EXT DETAIL - T INTERSECTION @ KILN ENCLOSURE A364 3" = 1'-0" 8 EXT DETAIL - TYPICAL WT SUBFRAME @ KILN ENCLOSURE 9 EXT DETAIL - TYPICAL INTERMEDIATE FINS @ KILN ENCLOSURE 10 EXT DETAIL - FIN AT HSS - SE CORNER @ KILN ENCLOSURE A364 3" = 1'-0" A364 3" = 1'-0" A364 3" = 1'-0" G 4" 2 1/2" FASTEN TO COLUMN WIRELESS ACCESS POINT BY OTHERS, MOUNT AT 22'-0" AFF, PROVIDE CONDUIT FROM ABOVE 45° 3 1.1 H EQ EQ 22.5° 10.1 WIRELESS ACCESS POINT BY OTHERS, MOUNT AT 12'-0" AFF WIRELESS ACCESS POINT, BY OTHERS 11 WIRELESS ACCESS POINT - COLUMN MOUNT 12 WIRELESS ACCESS POINT - PIVOT MOUNT A364 1 1/2" = 1'-0" A364 1 1/2" = 1'-0" 13 WIRELESS ACCESS POINT - SOFFIT MOUNT A364 1 1/2" = 1'-0" LEVEL 2 118' - 0" Architecture and Interiors Civil and Landscape Structural and Facade Mechanical, Electrical and Plumbing Technology Lighting EOR Studio NYL Victus Engineering KCL Mazzetti Acoustic KRA 510 Marquette Avenue South, Suite 200 Minneapolis, MN 55402 | 612.375.0336 MSR Project No: 2023021 1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651. 770.8448 219 N 2nd Street #120 Minneapolis, Minnesota 55401 | 303.558.3145 2327 Wycliff St Suite 230, St Paul, MN 55114 | 612.859.8299 300 4th St, West Des Moines, IA 50265 | 515.724.7938 1999 Broadway, Denver, CO 80202 | 720.644.5032 4826 Chicago Ave, Minneapolis, MN 55417 | 612.374.3800 Owner Hennepin County Minnesota Facility Services Department A2208 Government Center, 300 South Sixth Street Minneapolis, MN 55487 | 612-596-6949 Southdale Library + Edina Art Center 7001 York Ave S, Edina, MN 55435 County Project No: 1005259 County Contract No: PR00006399 County Facilty No: 071 County Project Manger: Liz Veaderko Signature Print Name Matthew Kruntorad Date 6/27/2025 License No 48542 I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the Laws of the State of Minnesota. ISSUE / REVISION 100% CONSTRUCTION DOCS Mark Date 06-27-2025 100% CONSTRUCTION DOCS Description EXTERIOR DETAILS KILN A364 t v r . e r u t c e t i h c r A _ 4 2 R _ 1 2 0 3 2 0 2 / y r a r b L i l e a d h t u o S 1 2 0 3 2 0 2 / / : s c o D k s e d o t u A M A 4 1 : 1 1 : 1 1 5 2 0 2 / 7 2 / 6 . d L t , e l t s a c k c o R & r e r e h c S , r e y e M t h g i r y p o C 3 2 0 2 i g n w a r D Page 98 of 202 3 1 4 B BUTT JOINT, TYP. START 16" CMU COURSING . O R . " 0 - ' 0 1 PT-3A SLR-3 " 0 - ' 3 . P Y T 4" CMU, FIRST COURSE, TYP. IGU-4 10 ______ A371 FILM-1 003 BOLLARD FOR POWER OPERATOR " 0 - ' 0 1 FILM-1 IGU-4T IGU-4T IGU-4T IGU-4T IGU-4T IGU-4T 3' - 10" SEE DOOR SCHEDULE 3' - 10 5/8" LOWER LEVEL 85' - 0" SLR-3 IGU-4T IGU-4T IGU-4T LOWER LEVEL 85' - 0" N G L A I E L U D E H C S R O O D E E S E L U D O M U M C H T W N G I L A I INSUL-5 ALIGN B N G L A I ALIGN START 16" CMU COURSING N G L A I 1' - 0" CONTROL JOINT A.1 B 009B 012 PT-2A 001 SLR-3 SEE DOOR SCHEDULE ALIGN WITH CMU MODULE, TYP. SEE DOOR SCHEDULE CURB, TYP. LOWER LEVEL 85' - 0" " 6 - ' 3 FEC-0 BASE1 SEE DOOR SCHEDULE BASE1 LOWER LEVEL 85' - 0" 1 015 PARKING NORTHWEST VESTIBULE - NORTH A501 1/4" = 1'-0" VEHICULAR BOLLARD, SEE LIGHTING 2 015 PARKING AT NORTHWEST VESTIBULE - WEST A501 1/4" = 1'-0" 3 015 PARKING NORTHEAST - EAST A501 1/4" = 1'-0" 4 001 FACILITY MANAGEMENT - EAST A501 1/4" = 1'-0" 4 5 LIGHT FIXTURE SEE ELECT 6 LIGHT FIXTURE SEE ELECT 7 LIGHT FIXTURE SEE ELECT INSUL-5 INSUL-5 LIGHT FIXTURE SEE ELECT PAINT LINE TO ALIGN WITH EDGE OF SOFFIT ALIGN N G I L A 006A PT-3A PT-3A SLR-3 " 0 - ' 3 4" CMU, FIRST COURSE, TYP. SEE DOOR SCHEDULE 5 015 PARKING - NORTH A501 1/4" = 1'-0" CLNG-4 12' - 3" INSUL-5 VIEW OBLIQUE 013 SLR-3 SLR-3 INSUL-5 " 4 / 1 0 - ' 9 LIGHTING 014 1' - 0" FEC-0 SLR-3 BEHIND EV SIGNAGE MOUNTED ON WALL, SEE INTERIOR SIGNAGE SHEETS 6 015 PARKING - EAST A501 1/4" = 1'-0" EV SIGNAGE MOUNTED ON POST CENTERED AT END OF STALL, SEE INTERIOR SIGNAGE SHEETS AND CIVIL PROVIDE CMU STACK BOND, TYP. SLR-3 SHOWN SHADED INSUL-5 EXPOSED CONCRETE CISTERN BEYOND SEE A191 STRUCTURAL COLUMN RAMP - OPEN BEYOND MESH-1 SLR-3 STAMPED FLOOR PROVIDE SLR-3 FROM FLOOR TO 3'-0" AFF ALONG RAMP, TYP. INSUL-5 ALIGN N G I L A 006B START 16" CMU COURSING START 16" CMU COURSING 009A INSUL-5 ROUGH OPENING TO MATCH CMU MODULE TYP. LOWER LEVEL 85' - 0" 5' - 0" 8' - 7" EQ EQ 30' - 9" EQ 13' - 2" EQ EQ 4' - 0" INSUL-5 7' - 8" MESH-1 " 2 - ' 1 1 LOWER LEVEL 85' - 0" " 0 - ' 1 1 " 0 - ' 1 1 " 0 MESH-1 12' - 4" CENTER OF POSTS EQ EQ INSUL-5 MESH-1 ALL METAL ASSOCIATED WITH BIKE CAGE TO BE GALVANIZED STEEL, U.N.O. BLRD-2 KEY CARD ACCESS AT BIKE CAGE ENTRY SURFACE MOUNT BASE PLATES WITH EPOXY-SET ANCHORS 7 015 PARKING - SOUTH @ STAFF BIKES 8 015 PARKING - EAST @ STAFF BIKES A501 1/4" = 1'-0" A501 1/4" = 1'-0" 9 015 PARKING - NORTH @ STAFF BIKES A501 1/4" = 1'-0" MOUNT EV CHARGING SIGN ON FACE OF MESH-1 POSTS, POSTS TO BE CENTERED ON PARKING SPACE, REFER TO PLAN, SEE INTERIOR SIGNAGE SHEETS LOWER LEVEL 85' - 0" 9 7 6 INSUL-5 TYP ALL UNDERSIDE AND SIDES OF BEAMS, COLUMN CAPITALS, AND SLAB. SEE RCP LIGHTING INSUL-5 EXPOSED CONCRETE EXPOSED CONCRETE EXPOSED CONCRETE EXPOSED CONCRETE SLR-3 SLR-3 SLR-3 MESH-2 " 0 - ' 3 10 PARKING GARAGE - SOUTH (WEST) A501 1/4" = 1'-0" SLR-3 5 INSUL-5 INSUL-5 INSUL-5 INSUL-5 4 3 B 9 ELEVATION CONTINUES, SEE /10 A501 EXPOSED CONCRETE SLR-3 " 0 - ' 3 SLR-3 11 PARKING GARAGE - SOUTH (EAST) A501 1/4" = 1'-0" VIEW OBLIQUE SLR-3 12 015 PARKING - WEST A501 1/4" = 1'-0" MESH-1 LOWER LEVEL FENCE 015B VIEW OBLIQUE VIEW OBLIQUE PARKING STOP, TYP. " 0 - ' 3 SLR-3 27' - 0" 7 EQ SPACES APPLY SLR-3 AROUND COLUMN FOR 3'-0" AFF, TYP. Architecture and Interiors Civil and Landscape Structural and Facade Mechanical, Electrical and Plumbing Technology Lighting EOR Studio NYL Victus Engineering KCL Mazzetti SLR-3 C Acoustic KRA t v r . e r u t c e t i h c r A _ 4 2 R _ 1 2 0 3 2 0 2 / y r a r b L i l e a d h t u o S 1 2 0 3 2 0 2 / / : s c o D k s e d o t u A M A 7 2 : 0 2 : 1 1 5 2 0 2 / 7 2 / 6 . d L t , e l t s a c k c o R & r e r e h c S , r e y e M t h g i r y p o C 3 2 0 2 i g n w a r D 510 Marquette Avenue South, Suite 200 Minneapolis, MN 55402 | 612.375.0336 MSR Project No: 2023021 1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651. 770.8448 219 N 2nd Street #120 Minneapolis, Minnesota 55401 | 303.558.3145 2327 Wycliff St Suite 230, St Paul, MN 55114 | 612.859.8299 300 4th St, West Des Moines, IA 50265 | 515.724.7938 1999 Broadway, Denver, CO 80202 | 720.644.5032 4826 Chicago Ave, Minneapolis, MN 55417 | 612.374.3800 LOWER LEVEL 85' - 0" BASE1 LOWER LEVEL 85' - 0" BASE1 LOWER LEVEL 85' - 0" 13 012 EAC WORKSHOP - WEST 14 012 EAC WORKSHOP - NORTH A501 1/4" = 1'-0" A501 1/4" = 1'-0" ALIGN PAINT WITH SOFFIT ABOVE INSUL-5 WRAP STRUCTURAL BEAM ON BOTH SIDES CLNG-4 13' - 10" INSUL-5 011 / " 8 1 7 - ' 4 " 8 / 7 5 - ' 9 PT-2A PT-2A 011 BASE1 BASE1 LOWER LEVEL 85' - 0" BASE1 LOWER LEVEL 85' - 0" 15 009 LOADING - EAST A501 1/4" = 1'-0" 16 011 EAC ELEC - WEST A501 1/4" = 1'-0" ALIGN N G I L A PT-3A PT-2B 002 START 16" CMU COURSING SLR-3 LOWER LEVEL 85' - 0" Owner Hennepin County Minnesota Facility Services Department A2208 Government Center, 300 South Sixth Street Minneapolis, MN 55487 | 612-596-6949 Southdale Library + Edina Art Center 7001 York Ave S, Edina, MN 55435 County Project No: 1005259 County Contract No: PR00006399 County Facilty No: 071 County Project Manger: Liz Veaderko Signature Print Name Matthew Kruntorad Date 6/27/2025 License No 48542 I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the Laws of the State of Minnesota. ISSUE / REVISION 100% CONSTRUCTION DOCS Mark Date 06-27-2025 100% CONSTRUCTION DOCS Description INTERIOR ELEVATIONS LOWER LEVEL A501 ELEVATION CONTINUES, /11 A501 SEE LOWER LEVEL 85' - 0" PT-2A 012 PT-2A PT-2A CLNG-4 13' - 10" INSUL-5 MILLWORK - REFER TO A800 SHEETS Page 99 of 202 E C 9 ______ A562 PT-2A CJ 36' - 7 1/8" R.O. CJ 16 ______ A568 B 8 ______ A376 HIGH PARAPET 138' - 0" T.O. BENT PLATE 130' - 11" PT-2A OPEN TO BEYOND 4 ______ A562 VIEW OBLIQUE DPTN-1C 203 FILM-1 PT-2A " 8 - ' 9 M U T A D M A E B F O E D S R E D N U H C T A M I DPTN-1C FILM-1 SIM 8 ______ A561 202 FILM-1 DPTN-1C FILM-1 PT-2A OPEN BEYOND, SEE /2 A506 205A SOLID INFILL DPTN-1C MPNL-3 EQ EQ 210 PT-2A " 8 / 7 8 " 0 - ' 8 DPTN-1C REFER TO /11 A506 205A GL-3 GL-3 MILLWORK - REFER TO A800 SHEETS GL-3 . O R . " 4 / 3 8 - ' 6 " 0 1 - ' 2 B SEE /5 A359 MILLWORK - REFER TO A800 SHEETS PT-2A PROVIDE BLOCKING FOR TV 4 ______ A562 DPTN-1C . O R . " 8 - ' 9 PT-2A OPEN BEYOND SEE /3 A506 1' - 3" FEC-3 " 7 - ' 3 HSS STEEL HEADER, PT-3A 4" TECH MODULE COVE LIGHT - CONTINUE FINISH T.O. BENT PLATE 130' - 11" 11' - 11 1/4" EQ EQ GL-3 GL-3 LEVEL 2 118' - 0" 8' - 0 9/16" R.O. BASE3A LEVEL 2 118' - 0" 4 201 ATRIUM AT RECEPTION DESK - SOUTH A506 1/4" = 1'-0" 5 201 ATRIUM NEAR 210 EAC OFFICE - NORTH A506 1/4" = 1'-0" PT-2A MPNL-2A RECESSED LIGHTING 4 PT-2A 214 PT-2A 213 PT-2A 212 2 ______ A572 3 ______ A572 8 ______ A408 ELEV-A ELEVATOR DOORS SEE A400s ALCW-2A MPNL-1A MPNL-1A DPTN-1C GL-3 FOR THIS WALL SEE ELEV /15 A506 BASE6 CURVED CORNER, SEE PLAN FOR RADIUS GL-3 GL-3 GL-3 GL-3 GL-3 GL-3 GL-3 GL-3 6 EQUAL 22' - 11 3/4" SEE SCHED BASE6 2 EQUAL 7' - 1 5/8" 4" TECH MODULE SEE MILLWORK ELEVATION 3' - 8 3/4" LEVEL 2 118' - 0" 8' - 8 5/8" SEE DOOR 7 3/4" 4 1/2" SEE DOOR 1' - 7 1/8" 4' - 11 21/32" 5' - 3 3/8" SEE DOOR 2' - 8 3/8" SEE DOOR SCHEDULE SCHEDULE 9 1/4" 7 11/32" SCHEDULE SCHEDULE GL-3 BASE3A BASE3A BASE3A LEVEL 2 118' - 0" GL-1T GL-1T 5' - 11 3/8" 2 EQ SPACES 3' - 8 1/8" 4' - 0 1/4" 1' - 5 1/8" CURVED WALL 2' - 6 5/16" 3' - 0 19/32" BASE1 BEHIND MPNL BASE3A 7' - 6" GL-3 GL-3 8' - 6" 2 EQ SPACES " 4 LEVEL 2 118' - 0" BASE3A 4' - 11 5/16" 1 201 ATRIUM FACING 202 GALLERY - WEST A506 1/4" = 1'-0" 2 201 ATRIUM FACING RESTROOMS - WEST A506 1/4" = 1'-0" 3 201 ATRIUM FACING ELEVATOR - NORTH A506 1/4" = 1'-0" 3 SLOPED CEILING CJ 9" 9" SOFFIT T.O. BENT PLATE 130' - 11" WEST WALL C SOFFIT WALL SET 9" BACK FROM MAIN WALL, SEE RCP LATERAL BRACING, PT-3A CJ PT-2A PT-2A 16 ______ A568 GIFT SHOP " 8 - ' 9 PT-2A PT-2A " 8 - ' 9 204B PT-2A BASE3A BASE3A LEVEL 2 118' - 0" BASE3A SEE DOOR SCHEDULE BASE3A LEVEL 2 118' - 0" 7 GALLERY - WEST A506 1/4" = 1'-0" CLERESTORY BEYOND SLOPED CEILING SLOPED CEILING ABOVE GIFT SHOP HIGH PARAPET 138' - 0" T.O. BENT PLATE 130' - 11" 3 9" 205B SEE DOOR SCHEDULE 8 GALLERY - NORTH A506 1/4" = 1'-0" PT-2A " 8 - ' 9 BASE3A LEVEL 2 118' - 0" CONTROL JOINT, CONTINUOUS AROUND CORNER, TYP. CJ PT-2A 18' - 0" OPEN BEYOND SEE /3 A506 FEC-3 " 7 - ' 3 BASE6 LEVEL 2 118' - 0" 9 201 ATRIUM NEAR 203 THE LOFT - NORTH A506 1/4" = 1'-0" 6 GALLERY - SOUTH A506 1/4" = 1'-0" 3 B OPEN TO 201 ATRIUM BEYOND PT-3A 4 ______ A562 PT-2A 4 ______ A562 SEE DOOR SCHEDULE 4' - 5 1/2" 4' - 5 1/2" CURVED CEILING T.O. BENT PLATE 130' - 11" T.O. BENT PLATE 130' - 11" PT-2A B OPEN TO ATRIUM 3 ALIGN RETURN AIR GRILLE W/ PANEL JOINTS ALIGN WALL JOINTS WITH CEILING PANEL JOINTS 4' - 0" TYP 4' - 0" C E " 9 - ' 3 Q E Q E Q E " 0 1 - ' 2 PT-2A DPTN-1C " 8 - ' 9 MILLWORK - REFER TO A800 SHEETS DPTN-1C 205A 6 ______ A562 GL-3 GL-3 PT-2A " 8 - ' 9 . O R . " 0 1 - ' 6 " 0 1 - ' 2 GL-3 GL-3 4' - 0 9/32" 4' - 0 9/32" LEVEL 2 118' - 0" BASE3A LEVEL 2 118' - 0" 205B MILLWORK - REFER TO A800 SHEETS BASE3A SEE DOOR SCHEDULE LEVEL 2 118' - 0" Q E Q E Q E " 0 1 - ' 2 PT-2A MILLWORK - REFER TO A800 SHEETS LEVEL 2 118' - 0" 10 GIFT SHOP - NORTH A506 1/4" = 1'-0" 11 GIFT SHOP - EAST A506 1/4" = 1'-0" 12 GIFT SHOP - SOUTH A506 1/4" = 1'-0" 13 GIFT SHOP - WEST A506 1/4" = 1'-0" 14 203 THE LOFT - NORTH A506 1/4" = 1'-0" A A.1 2 A A.1 VIF 3 I F V " 4 1 8 - / ' 9 N G I L A ACP-1B I T N O J L E N A P R O O D F O P O T H T W N G I L A I DPTN-1C 204A WCVG-1 ACP-1B VIF 4' - 0" SEE DOOR SCHEDULE 1' - 10" 4' - 0" 4' - 0" VIF BASE3A LEVEL 2 118' - 0" PT-2A PT-2A TA-6 TA-11 SSF-1 MILLWORK - REFER TO A800 SHEETS BASE3A 15 203 THE LOFT - EAST A506 1/4" = 1'-0" GL-3 GL-3 GL-3 COLUMN SHOWN AS TRANSPARENT FOR CLARITY DPTN-1C 203 GL-3 GL-3 BASE3A EQ SEE DOOR SCHEDULE EQ LEVEL 2 118' - 0" 11' - 1 1/2" R.O. B 14' - 0 3/4" EQ 4' - 0" 4' - 0" EQ PT-2A TL-4A " 2 - ' 4 " 0 1 - ' 2 MILLWORK - REFER TO A800 SHEETS BASE1 LEVEL 2 118' - 0" PT-2A 207 . O R . " 4 / 1 1 - ' 8 GL-3 FILM-2 OPEN BEYOND DPTN-1C 208 PT-2A BASE1 SEE DOOR SCHEDULE 5' - 3 1/2" SEE SCHED BASE1 8' - 5 1/8" R.O. " 4 / 1 1 - ' 8 PT-2A PAPER CUTTER - BY OTHERS BASE1 LEVEL 2 118' - 0" MILLWORK - REFER TO A800 SHEETS PT-2A " 4 - ' 1 D E H C S E E S . O R . " 4 - ' 9 DPTN-1C 210 FILM-2 PT-2A . O R . " 4 / 1 1 - ' 8 211 FILM-2 DPTN-1C EQ EQ " 1 - ' 9 ACP-1B " 0 - ' 4 GL-3 BASE1 1' - 7" SEE DOOR 4 1/2" SCHEDULE LEVEL 2 118' - 0" BASE1 SEE SCHED 2 EQ SPACES GL-3 GL-3 LEVEL 2 118' - 0" 10' - 8 3/4" R.O. LEVEL 2 118' - 0" BASE1 16 207 BREAKROOM - EAST A506 1/4" = 1'-0" 17 210 EAC OFFICE - NORTH A506 1/4" = 1'-0" 18 210 EAC OFFICE AND 209 WORKROOM - EAST A506 1/4" = 1'-0" 19 210 EAC OFFICE - SOUTH A506 1/4" = 1'-0" 20 211 OFFICE - EAST A506 1/4" = 1'-0" PT-2A CONTROL JOINT Architecture and Interiors Civil and Landscape Structural and Facade Mechanical, Electrical and Plumbing Technology Lighting EOR Studio NYL Victus Engineering KCL Mazzetti Acoustic KRA 510 Marquette Avenue South, Suite 200 Minneapolis, MN 55402 | 612.375.0336 MSR Project No: 2023021 1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651. 770.8448 219 N 2nd Street #120 Minneapolis, Minnesota 55401 | 303.558.3145 2327 Wycliff St Suite 230, St Paul, MN 55114 | 612.859.8299 300 4th St, West Des Moines, IA 50265 | 515.724.7938 1999 Broadway, Denver, CO 80202 | 720.644.5032 4826 Chicago Ave, Minneapolis, MN 55417 | 612.374.3800 Owner Hennepin County Minnesota Facility Services Department A2208 Government Center, 300 South Sixth Street Minneapolis, MN 55487 | 612-596-6949 Southdale Library + Edina Art Center 7001 York Ave S, Edina, MN 55435 County Project No: 1005259 County Contract No: PR00006399 County Facilty No: 071 County Project Manger: Liz Veaderko Signature Print Name Matthew Kruntorad Date 6/27/2025 License No 48542 I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the Laws of the State of Minnesota. ISSUE / REVISION 100% CONSTRUCTION DOCS Mark Date 06-27-2025 100% CONSTRUCTION DOCS Description INTERIOR ELEVATIONS L2 - WEST A506 t v r . e r u t c e t i h c r A _ 4 2 R _ 1 2 0 3 2 0 2 / y r a r b L i l e a d h t u o S 1 2 0 3 2 0 2 / / : s c o D k s e d o t u A M A 4 1 : 3 2 : 1 1 5 2 0 2 / 7 2 / 6 . d L t , e l t s a c k c o R & r e r e h c S , r e y e M t h g i r y p o C 3 2 0 2 i g n w a r D Page 100 of 202 132' - 11" EXTEND METAL WALL PANEL BEYOND EDGE OF GYPSUM 132' - 9 9/16" 2 1/4" / 12" BIOACOUSTIC INFILL PANEL, ATTACHED TO WALL, BETWEEN HAT CHANNELS C GBD-1 12" CFMF, C-JOIST INSUL-1 GBD-5 MPNL-1A GYP. BD. TRIM AT CORNER T.O. BENT PLATE 130' - 11" B6 A 7" INSUL-1 SURFACE MOUNTED LINEAR UPLIGHT, SEE LIGHTING DWGS " 3 127' - 8" SPRING POINT 127' - 6 3/4" C6 BIOACOUSTIC INFILL PANEL, ATTACHED TO WALL, BETWEEN HAT CHANNELS HAT CHANNEL FIELD CUT & FASTEN AS REQ'D TYP. HOOKS INTEGRATED INTO MPNL-1 SIDE FLANGES PNLA-1B ALUM L-ANGLE 2"X2"X1/8" 1" DPTN-1C 1 TOP OF WALL DETAIL AT ART CENTER A562 3" = 1'-0" 2 CURVED CEILING DETAIL A562 1 1/2" = 1'-0" GBD-1 GBD-3 T.O. BENT PLATE 130' - 11" AT CURVED CEILING, PROVIDE (2) LAYERS GBD-6 WITH SKIM COAT TO BRING SURFACE FLUSH w/ ADJACENT TYPICAL WALL AND CEILING SURFACES R 5' - 6" DPTN-1C FACE OF WALL BEYOND 1/8" ALUM SILL, POWDER COATED TO MATCH DPTN-1C WINDOW SET IN A BED OF SEALANT PLY-1 GBD-1 FLOR3 W-SECTION, PT-3A, TYP. REFER TO STRUCTURAL STIFFENER, PT-3A, TYP, REFER TO STRUCTURAL CONT. LINEAR UPLIGHT FIXTURE, SEE LIGHTING DWGS PLY-1 GBD-1 NSMF, SUPPORTS, CLIP TO BOTTOM OF BEAM B 132' - 11" " 2 / 1 1 EXTEND METAL PANEL ABOVE EDGE OF GYPSUM TOP, TYP. AROUND PERIMETER ALCW-3 ALIGN PLY-1 T.O. BENT PLATE 130' - 11" T.O. BENT PLATE 130' - 11" MPNL-1A BIOACOUSTIC INFILL PANEL, ATTACHED TO WALL, BETWEEN HAT CHANNELS ACFIN-1 INSUL-1 GBD-1 LINEAR UPLIGHT FIXTURE, SEE LIGHTING DWGS 7" 3 1/2" 3"x 3" ALUM ANGLE " 3 DRPY-1 CONTINUO SEALANT AND BACKER ROD GYP BD CUT TIGHT TO ROOF DECK FLUTES 127' - 7 15/16" TOP OF WINDOW OPNG BEYOND " 4 PROVIDE BOX BEAM AS REQUIRED LINE OF MILLWORK BEYOND CORNER BEAD, TYP PNLA-1B ALUM L-ANGLE 2"X2"X1/8" 1" 4 1/2" CONT BACKER PLATE, FIELD CUT & FASTEN LEVEL 2 118' - 0" B6 A ALIGN FACE OF WALL WITH CLT AND GLULAM GLULAM BEAM MPNL-1A BIOACOUSTIC INFILL PANEL, ATTACHED TO WALL, BETWEEN HAT CHANNELS CONT. ALUM BACKER PLATE FILED CUT & FASTEN HAT CHANNEL FIELD CUT & FASTEN AS REQ'D TYP. HOOKS INTEGRATED INTO SIDE FLANGE SIDE FLANGE BEYOND PNLA-1B ALUM L-ANGLE 2"X2"X1/8" t v r . e r u t c e t i h c r A _ 4 2 R _ 1 2 0 3 2 0 2 / y r a r b L i l e a d h t u o S 1 2 0 3 2 0 2 / / : s c o D k s e d o t u A M A 8 2 : 8 2 : 1 1 5 2 0 2 / 7 2 / 6 . d L t , e l t s a c k c o R & r e r e h c S , r e y e M t h g i r y p o C 3 2 0 2 i g n w a r D 4" " 0 - ' 1 127' - 8" HSS STEEL TUBE, SEE STRUCT, PAINTED PT-3A WIDE FLANGE BEAM BEYOND, SEE STRUCT, PAINTED PT-3A DPTN PARTITION CENTERED ON HSS BEAM ABOVE DPTN-1C HSS STEEL TUBE, SEE STRUCT, PAINTED PT-3A WIDE FLANGE BEAM BEYOND, SEE STRUCT, PAINTED PT-3A 127' - 8" DPTN-1C 205A B6 A DPTN-1C 3 DPTN HEAD AT GIFT SHOP A562 1 1/2" = 1'-0" 4 DOOR HEAD AT GIFT SHOP A562 1 1/2" = 1'-0" 5 DPTN HEAD DETAIL AT BULKHEAD A562 1 1/2" = 1'-0" 1/8"x 3 1/2" ALUMINUM SILL 3 1/2" 120' - 10" N G L A I PARTITION CENTERED ON BEAM ABOVE DPTN-1C PLY-1 GBD-1 INSUL-1 PONY WALL SUPPORT DOWN TO CLT BY METAL STUD FRAMING SUB 10.1 10.1 SPANDREL SHADOW BOX, INSUL-7, MTL-3A WT-2 ALCW-2A T.O. BENT PLATE 130' - 11" 5 ACCL-1 SHADOW TRIM AT PERIMETER WALL BEYOND 1' - 8" ALUM CLOSURE TRIM ACCL-1 SHADOW TRIM AT PERIMETER WALL FINISH, SEE FINISH PLANS GBD-1 6 DPTN BASE AT GIFT SHOP A562 1 1/2" = 1'-0" 7 COMMUNITY ROOM CEILING AT CURTAIN WALL A562 1 1/2" = 1'-0" 8 COMMUNITY ROOM CEILING AT EXT WALL A562 1 1/2" = 1'-0" INSUL-1 GBD-1 PLY-1 CORNER BEAD, TYP GBD-1 6" NSMF BOX HEADER SPANNING WALL OPENING N G L A I DPTN-1C CLNG3D 9' - 8" 130' - 5" PNLA-1B 2"x2"x1/8" ALUM ANGLE W/ COUNTERSUNK SCREW INTO STUD BIOACOUSTIC INFILL PANEL, ATTACHED TO WALL, BETWEEN HAT CHANNELS EXTEND INSUL-1 MIN. 6" ABOVE CEILING LINE AS SHOWN HAT CHANNEL FIELD CUT & FASTEN AS REQ'D TYP. MPNL-1A INSUL-1 ALUM ANGLE, ANCHOR TO TOP OF WALL ART-1 ART HANGING SYSTEM CHANNEL PLY-1 GBD-1 MPNL-1A INSUL-1 BIOACOUSTIC INFILL PANEL, ATTACHED TO WALL, BETWEEN HAT CHANNELS 130' - 5" 4" " 2 / 1 1 9 HEAD DETAIL AT GALLERY WALL A562 1 1/2" = 1'-0" 10 RR WALL AT CEILING A562 1 1/2" = 1'-0" 11 ART RAIL HEAD DETAIL AT DISPLAY WALL A562 1 1/2" = 1'-0" C GBD-1 INSUL-1 GBD-5 DEFLECTION HEAD TRACK HOLD PARTITION STUDS DOWN 3/4" FROM TOP OF WALL RFMB-1 RFBD-1 INSUL-3 RFBD-2 DEFLECTION HEAD TRACK HOLD PARTITION STUDS DOWN 3/4" FROM TOP OF WALL GBD-1 PROVIDE BLOCKING IN WALL FOR MOUNTING COVE LIGHT FIXTURE SSF-1 6 1/2" 2' - 1 1/4" COVE LIGHT FIXTURE, SEE LIGHTING PLANS GBD-1 NSMF, SEE PLANS 127' - 8" MUD IN TRIM ON LIGHT FIXTURE EXTEND FINISHES INTO COVE, SEE FINAL LIGHT FIXTURE SELECTION FOR VERIFICATION CLNG1 9' - 8" 127' - 8" CONTINUOUS SEALANT AND BACKER ROD GYP BD CUT TIGHT TO ROOF DECK FLUTES GBD-1 T.O. BENT PLATE 130' - 11" 130' - 5" INSUL-1 MPNL-1A BIOACOUSTIC INFILL PANEL, ATTACHED TO WALL, BETWEEN HAT CHANNELS HAT CHANNEL FIELD CUT & FASTEN AS REQ'D TYP. INFILL PANEL HIDDEN BELOW FOR VISUAL CLARITY HOOKS INTEGRATED INTO MPNL-1A SIDE FLANGES MPNL-1A PNLA-1B ALUM L-ANGLE 2"x2"x1/8" 12 MPNL-1 @ AT ART CENTER A562 3" = 1'-0" 13 SOFFIT AT STUDIO CLERESTORY 2 A562 1 1/2" = 1'-0" 14 DRPY-1 AT CLNG1 @ POCKET A562 1 1/2" = 1'-0" 15 TYP WALL HEAD DETAIL AT ROOF A562 1 1/2" = 1'-0" 16 LIGHT COVE AT COMMUNITY ROOM A562 1 1/2" = 1'-0" 17 BULKHEAD AT COMMUNITY ROOM CORRIDOR A562 1 1/2" = 1'-0" Architecture and Interiors Civil and Landscape Structural and Facade Mechanical, Electrical and Plumbing Technology Lighting EOR Studio NYL Victus Engineering KCL Mazzetti Acoustic KRA 510 Marquette Avenue South, Suite 200 Minneapolis, MN 55402 | 612.375.0336 MSR Project No: 2023021 1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651. 770.8448 219 N 2nd Street #120 Minneapolis, Minnesota 55401 | 303.558.3145 2327 Wycliff St Suite 230, St Paul, MN 55114 | 612.859.8299 300 4th St, West Des Moines, IA 50265 | 515.724.7938 1999 Broadway, Denver, CO 80202 | 720.644.5032 4826 Chicago Ave, Minneapolis, MN 55417 | 612.374.3800 Owner Hennepin County Minnesota Facility Services Department A2208 Government Center, 300 South Sixth Street Minneapolis, MN 55487 | 612-596-6949 Southdale Library + Edina Art Center 7001 York Ave S, Edina, MN 55435 County Project No: 1005259 County Contract No: PR00006399 County Facilty No: 071 County Project Manger: Liz Veaderko Signature Print Name Matthew Kruntorad Date 6/27/2025 License No 48542 I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the Laws of the State of Minnesota. ISSUE / REVISION 100% CONSTRUCTION DOCS Mark Date 06-27-2025 100% CONSTRUCTION DOCS Description INTERIOR WALL DETAILS - LEVEL 2 A562 Page 101 of 202 3 6 3/4" GBD-1 " 8 / 7 0 1 A.1 HSS STEEL COLUMN, REFER TO STRUCT TL-1 AT BASE 15 ______ A571 INSUL-1 GBD-1 OPEN TO STAIR 1 BELOW INSUL-1 GBD-1 TL-1 DPTN-1C DOOR GBD-1 " 4 / 1 CORNER BEAD, TYP " 4 / 1 GLPNL-1 1 ______ A403 OPEN TO STAIR 1 BELOW GLSF-1 GBD-1 A6 1/8"x3-3/4" ALUM PLATE, ANCHOR TO WALL W/ COUNTERSUNK FASTENERS 11.584° PNLA-1B EXTRUDED ALUM L 1-1/2"x2"x1/8" EA. SIDE W/ COUNTERSUNK FASTENERS WOOD BLOCKING PLY-1 C6 GBD-1 PLY-1 3/4" GBD-1 DPTN-1C GBD-1 B6 A INSUL-1 CORNER BEAD, TYP 5/8" PLYWOOD BLOCKING HAT CHANNEL FIELD CUT & FASTEN AS REQ'D TYP. BIOACOUSTIC INFILL PANEL, ATTACHED TO WALL, BETWEEN HAT CHANNELS " " 1 1 DPTN-1C PNLA-1B ALUM L-ANGLE 2"x2"x1/8" " 4 / 3 4 - ' 1 " 2 - ' 1 " 0 1 B 13 ______ A567 5 10" 10" ACP-2 PNLA-1A ALUM L-ANGLE 1 -1/2"x3/4"x1/8" REFER TO FLOOR PLANS FOR WALL TYPES INSUL-1 18" DIA STEEL HSS ROUND SECTION, REFER TO STRUCT GBD-1 13 ______ A567 SHELVING, SEE MILLWORK DWGS DPTN-1C " 2 / 1 " 2 - ' 1 " 0 1 B COUNTER BACKSPLASH STUDIO COUNTERTOP, SEE MILLWORK DWGS 1 DETAIL AT COLUMN A.1+3 A572 1 1/2" = 1'-0" 2 GLASS WALL AT 212 A572 1 1/2" = 1'-0" 3 GLASS WALL CORNER A572 1 1/2" = 1'-0" 4 DPTN JAMB DETAIL AT GATHER (203) 5 INT WINDOW JAMB DETAIL AT MPNL-1 A572 1 1/2" = 1'-0" A572 1 1/2" = 1'-0" 6 CORNER AT ACP-2 A572 1 1/2" = 1'-0" 7 TRANSITION ACP-2 TO DPTN-1C A572 1 1/2" = 1'-0" BIOACOUSTIC INFILL PANEL, ATTACHED TO WALL, BETWEEN HAT CHANNELS HAT CHANNEL FIELD CUT & FASTEN AS REQ'D TYP. MPNL-1A PNLA-1A ALUM L-ANGLE 2"x2"x1/8" GBD-1 INSUL-1 3/4" METWALL - TECHNICAL COVER PROFILE " 2 / 1 3 N G L A I GBD-1 CORNER BEAD, TYP DPTN CENTERED ON PARTITION DPTN-1C PLY-1 DPTN-1C DPTN-1C B PNLA-1B ALUM ANGLE 1.5x2x1/8" EA SIDE W/ COUNTERSUNK FASTENERS, TRIM AS REQD FOR ANGLE DPTN-1C 75° WOOD BLOCKING C6 FLOOR DIFFUSER, SEE MECH GBD-1 PLY-1 R 1' - 9 1/4" R 2' - 3 1/4" C E N T E R L I N E O F T R A C K R 2 ' - 0 1 / 4 " GBD-1 AT CURVED WALL, PROVIDE (2) LAYERS GBD-6 WITH SKIM COAT TO BRING SURFACE FLUSH w/ ADJACENT WALL GBD-6 PROVIDE RADIUS TRACK AT CURVED WALL B MITERED GLASS CORNER GBD-1 DPTN-1C . " 4 DPTN-1C DOOR PLY-1 1/2" FULL HT. OF WALL GBD-1 C6 CORNER BEAD, TYP RECEPTION DESK, SEE MILLWORK DWGS N G I L A DPTN-1C CORNER BEAD, TYP PLY-1 1/2" FULL HT. OF WALL GBD-1 DPTN-1C N G I L A B6 GBD-1 8 DPTN-1 AT MPNL-1 A572 1 1/2" = 1'-0" 9 DPTN IN MEETING ROOM A572 1 1/2" = 1'-0" 10 DPTN AT ANGLED WALL A572 1 1/2" = 1'-0" 11 CURVED WALL A572 1 1/2" = 1'-0" 12 DPTN - CORNER DETAIL AT GIFT SHOP A572 1 1/2" = 1'-0" 13 DPTN JAMB DETAIL AT GALLERY CORNER A572 1 1/2" = 1'-0" 14 DPTN JAMB DETAIL AT GALLERY A572 1 1/2" = 1'-0" DOOR BUMPER GBD-1 INSUL-1 " 8 / 5 9 GBD-1 PLY-1 FOR DISPLAY MOUNTING HARDWARE MULTI-SERVICE WALL BOX FOR CABLING, SEE TECHNOLOGY DRAWINGS 3' - 8" POCKET DEPTH 3' - 8" REQUIRED POCKET DEPTH FOR ADA COMPLIANCE 1 1/2" 2" MUD IN DOOR FRAME, EA SIDE OF POCKET HAT CHANNEL FIELD CUT & FASTEN AS REQ'D TYP. MPNL-1A BIOACOUSTIC INFILL PANEL, ATTACHED TO WALL, BETWEEN HAT CHANNELS " 8 / 3 2 " 8 / 7 5 " 8 / 5 2 DOOR PULL, EA SIDE PLY-1 FOR DISPLAY MOUNTING HARDWARE FLAT SCREEN, SEE TECHNOLOGY DRAWINGS INSUL-1 N G I L A GBD-1 B6 A PNLA-1B ALUM L-ANGLE 2"x2"x1/8" MPNL-1A PROVIDE RADIUS TRACK AT CURVED WALL BIOACOUSTIC INFILL PANEL, ON WALL BETWEEN HAT CHANNELS CORNER BEAD, TYP DPTN-1C DOOR FINISH VARIES, SEE FINISH PLANS MPNL-1A MPNL-1A GBD-1 INSUL-1 GBD-3 CL OF C R 2' - 0" R 2' - 5 7/16" U RVE MPNL-1A D TRA CK AT CURVED WALL, PROVIDE (2) LAYERS GBD-6 WITH SKIM COAT TO BRING SURFACE FLUSH w/ ADJACENT WALL 4' - 0" SHAFT WALL INFILL CORNER BEAD, TYP C DRAPERY SUPPORT AND LIGHT SHELF ABOVE DRPY-1 " 1 DPTN-1C MPNL-1A " 7 " 2 / 1 3 GBD-1 INSUL-1 15 EAC POCKET DOOR PLAN DETAIL A572 1 1/2" = 1'-0" 16 MPNL-1 TRANSITION A572 1 1/2" = 1'-0" 17 CURVED MPNL-1 PLAN DETAIL A572 1 1/2" = 1'-0" 18 DRAPERY POCKET DETAIL A572 1 1/2" = 1'-0" t v r . e r u t c e t i h c r A _ 4 2 R _ 1 2 0 3 2 0 2 / y r a r b L i l e a d h t u o S 1 2 0 3 2 0 2 / / : s c o D k s e d o t u A M A 6 5 : 1 3 : 1 1 5 2 0 2 / 7 2 / 6 . d L t , e l t s a c k c o R & r e r e h c S , r e y e M t h g i r y p o C 3 2 0 2 i g n w a r D Architecture and Interiors Civil and Landscape Structural and Facade Mechanical, Electrical and Plumbing Technology Lighting EOR Studio NYL Victus Engineering KCL Mazzetti Acoustic KRA 510 Marquette Avenue South, Suite 200 Minneapolis, MN 55402 | 612.375.0336 MSR Project No: 2023021 1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651. 770.8448 219 N 2nd Street #120 Minneapolis, Minnesota 55401 | 303.558.3145 2327 Wycliff St Suite 230, St Paul, MN 55114 | 612.859.8299 300 4th St, West Des Moines, IA 50265 | 515.724.7938 1999 Broadway, Denver, CO 80202 | 720.644.5032 4826 Chicago Ave, Minneapolis, MN 55417 | 612.374.3800 Owner Hennepin County Minnesota Facility Services Department A2208 Government Center, 300 South Sixth Street Minneapolis, MN 55487 | 612-596-6949 Southdale Library + Edina Art Center 7001 York Ave S, Edina, MN 55435 County Project No: 1005259 County Contract No: PR00006399 County Facilty No: 071 County Project Manger: Liz Veaderko Signature Print Name Matthew Kruntorad Date 6/27/2025 License No 48542 I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the Laws of the State of Minnesota. ISSUE / REVISION 100% CONSTRUCTION DOCS Mark Date 06-27-2025 100% CONSTRUCTION DOCS Description INTERIOR PLAN DETAILS - LVL 2 A572 Page 102 of 202 SEE SCHEDULE SEE SCHEDULE 1 1/2" 4" SEE SCHEDULE 3 1/2" 3 1/2" SEE SCHEDULE 6" 6" SEE SCHEDULE E L U D E H C S E E S " 2 / 1 1 " 0 1 DPTN-1A ST-420 DOOR GL-1T DOUBLE GLASS, 3/16" ANODIZED ALUMINUM DPTN-1B ST-415 DOOR GL-3 SINGLE PANE, 1/2" CUSTOM STAIN MAPLE VENEER w/ WDFIN-1 DPTN-1C ST-420 DOOR GL-1T DOUBLE GLASS, 3/16" WHITE DPTN-1D ST-420 DOOR GL-1T DOUBLE GLASS, 3/16" MATCH PT-D E L U D E H C S E E S " 2 / 1 3 " 0 1 " 6 " 6 - ' 3 E L U D E H C S E E S DPTN-1A ST-400 DOOR GL-3 SINGLE PANE, 3/8" HM DOOR GL-4 SINGLE PANE, 5/16" E L U D E H C S E E S D1 - FLUSH D2 - GLASS DEMOUNTABLE (DPTN) D3 - MEDIUM STILE THERMAL (CW) D4 - NARROW LITE D5 - COILING DOOR SEE SCHEDULE EQ U.N.O. EQ U.N.O. SEE SCHEDULE EQ EQ SEE SCHEDULE SEE SCHEDULE SEE SCHEDULE EQ EQ EQ EQ EQ EQ SEE SCHEDULE 1 1/2" 4" 4" 1 1/2" 1 1/4" 1 1/4" 1 1/4" 1 1/4" 3 1/2" 3 1/2" 3 1/2" 3 1/2" 6" 6" 6" 6" 2" E L U D E H C S E E S " 2 / 1 1 " 0 1 GL-1T DOUBLE GLASS, 3/16" DPTN-1C ST-420 DOOR WHITE " 4 E L U D E H C S E E S " 0 1 E L U D E H C S E E S " 2 / 1 3 " 0 1 " 6 " 6 - ' 3 E L U D E H C S E E S GL-3 GL-3 MESH-1 E L U D E H C S E E S " 2 4 2" " 2 " 8 " 8 " 2 D6 - DOUBLE FLUSH D7 - DOUBLE GLASS DEMOUNTABLE (DPTN) D9 - TEMPERED GLASS D10 - DOUBLE MEDIUM STILE (CW) D11 - DOUBLE NARROW LITE (DPTN) D12 - WIRE MESH GLASS THICKNESS 1/2" UNDER 9'-0" 3/4" ABOVE 9'-0" ST-420 DOOR 1 DOOR TYPES A601 1/2" = 1'-0" SEE SCHEDULE FOR DOOR MATERIAL AND GLASS TYPE 3/4" SEE SCHEDULE 3/4" 3/4" SEE SCHEDULE 3/4" 3' - 0" 3/4" SEE SCHEDULE 3/4" SOLID PANEL DPTN-1A ANODIZED ALUMINUM DPTN-1B CUSTOM STAIN MAPLE VENEER w/ WDFIN-1 DPTN-1C WHITE DPTN-1D MATCH PT-D " 4 / 3 E L U D E H C S E E S DPTN-1B MAPLE VENEER w/ WDFIN-2 DPTN-1C WHITE TFL DPTN-1B MAPLE VENEER w/ WDFIN-2 " 0 - ' 9 DPTN-1C WHITE SOLID PANEL " 4 / 3 E L U D E H C S E E S 3/4" " 4 / 1 1 DPTN-1C WHITE TFL WHITE GL-3 FRONT AND BACK, 3/8" " 4 / 3 F1 - DPTN-1X FRAME F4 - DPTN-1X SOLID TRANSOM F5 - DPTN-1X SOLID TRANSOM AND SIDELITE 3/4" SEE SCHEDULE 3/4" 3' - 0" 3/4" 1 3/4" SEE SCHEDULE 1 3/4" SEE SCHEDULE 2" SEE SCHEDULE 2" DPTN-1D MATCH PT-D " 4 / 3 1 E L U D E H C S E E S GL-3 FRONT AND BACK, 3/8" " 4 3 / " 2 E L U D E H C S E E S E L U D E H C S E E S F6 - DPTN-1X SIDELITE F7 - HM F8 - POCKET DOOR F9 - WD IN FLOOR PLANS THIS GRAPHIC INDICATES AN ACTIVE/INACTIVE PAIR INACTIVE I E V T C A INACTIVE LEAF IS FULLY OPERABLE TO 90 DEGREES; SECURED WITH FLUSH BOLTS TOP AND BOTTOM; FLUSH BOLTS ARE ACCESSED AFTER OPENING ACTIVE LEAF; SEE DOOR HW ACTIVE LEAF IS FULLY OPERABLE TO 90 DEGREES; SECURED WITH MORTISE LOCKSET AND LEVER; SEE DOOR HW ACTIVE/INACTIVE PAIR NOT TO SCALE X _ X 1 - - T T P P PULL WCVG PT-1_ PT-1_ PT-XX PUSH X _ 1 X - - T T P P 3 DOOR WITH TWO FINISHES A601 3" = 1'-0" DOOR AND DOOR FRAME GENERAL NOTES 1. ALL HOLLOW METAL DOORS AND FRAMES SHALL BE PAINTED TO MATCH THE ADJACENT WALL, U.N.O. DOORS IN CMU WALLS SHALL BE PAINTED TO MATCH PT-_B, U.NO. 2. ALL WOOD DOORS FROM DEMOUNTABLE PARTITION SUPPLIER SHALL BE FACTORY PAINTED TO MATCH THE DEMOUNTABLE PARTITION FRAME, U.N.O. SEE MATERIAL ID LIST FOR FRAME FINISH. 3. ALL ALUMINUM DOORS FROM DEMOUNTABLE PARTITION SUPPLIER SHALL BE FACTORY FINISHED TO MATCH THE DEMOUNTABLE PARTITION FRAME, U.N.O. SEE MATERIAL ID LIST FOR FRAME FINISH. 4. ALL SOLID TRANSOM PANELS FROM DEMOUNTABLE PARTITION SUPPLIER SHALL BE FACTORY FINISHED TO MATCH THE DEMOUNTABLE PARTITION FRAME, U.N.O. SEE MATERIAL ID LIST FOR FRAME FINISH. 5. ALL ALUMINUM CURTAINWALL DOORS SHALL BE FINISHED TO MATCH THE ADJACENT CURTAIN WALL FRAME. WHERE THE CURTAINWALL FRAME HAS A SEPARATE FINISH ON THE INTERIOR MULLIONS AND EXTERIOR CAPS, THE DOOR SHALL MATCH THE EXTERIOR CAPS, U.N.O. SEE MATERIAL ID LIST FOR CURTAIN WALL FINISH. 6. ALL RAILS AND STILES ON MONOLITHIC GLASS DOORS SHALL MATCH THE FINISH OF THE ASSOCIATED GLAZING SYSTEM. SEE MATERIAL ID LIST FOR GLAZING SYSTEM FINISH. 7. ALL EXTERIOR INTERIOR STAINLESS STEEL DOORS SHALL BE 316. ALL INTERIOR STAINLESS STEEL DOORS SHALL BE 304. RATING HW SET COMMENTS 45 MIN 45 MIN 45 MIN 45 MIN 30.0 27.0 12.1 66.0 25.1 25.1 73.0 75.0 1.0 10.3 27.0 36.0 36.0 27.0 28.0 21.0 77.0 77.0 76.0 54.1 4.0 7.0 2.0 13.0 14.0 6.0 61.0 12.0 11.0 44.0 25.0 44.0 17.0 34.0 54.0 18.0 37.0 18.0 18.0 15.0 15.0 18.0 18.0 43.0 43.0 18.0 22.0 26.0 25.0 38.0 26.0 17.1 17.1 18.0 18.0 32.0 39.0 18.0 18.0 20.0 5.0 17.1 67.0 43.0 43.0 43.0 9.0 24.0 8.0 10.1 10.2 60.0 78.0 23.0 23.0 50.0 50.0 69.0 55.1 55.0 68.0 19.0 68.0 44.0 25.0 44.0 29.1 72.0 47.0 74.0 53.0 26.1 47.0 47.0 29.0 27.1 46.0 35.0 41.0 47.0 46.0 35.0 35.0 64.0 64.0 46.0 71.0 47.1 47.1 43.0 43.0 65.0 15.0 15.0 15.0 52.0 52.0 38.0 63.0 3.0 8.1 10.0 8.1 70.0 62.0 7.1 ACTIVE/INACTIVE PAIR; R.O. ALIGNS WITH MASONRY ACTIVE/INACTIVE PAIR; R.O. ALIGNS WITH MASONRY R.O. ALIGNS WITH MASONRY ACTIVE/INACTIVE PAIR; R.O. ALIGNS WITH MASONRY ACTIVE/INACTIVE PAIR; R.O. ALIGNS WITH MASONRY FENCE GATE FENCE GATE FENCE GATE CUSTOM SLIDER; SEE DRAWINGS CUSTOM SLIDER WITH POCKET; SEE DRAWINGS CUSTOM DOOR AND FRAME INTEGRATED INTO WDPNL-2 SYSTEM DOOR FINISHES ARE DIFFERENT ON EACH SIDE, PULL: PT-1A PUSH: WCVG TO MATCH ADJ WALL, SEE 3/A601 DOOR FINISHES ARE DIFFERENT ON EACH SIDE, PULL: PT-1A PUSH: WCVG TO MATCH ADJ WALL, SEE 3/A601 316 STAINLESS STEEL, #4 FINISH 316 STAINLESS STEEL, #4 FINISH 316 STAINLESS STEEL, #4 FINISH INT AND EXT FINISH ARE DIFFERENT, REFER TO ALCW-2A CUSTOM SWING GATE APPLY WCVG TO MATCH ADJ WALL ON PULL SIDE OF DOOR DOUBLE UNEQUAL DOOR. ACTIVE LEAF: 3'-0" APPLY WCVG TO MATCH ADJ WALL ON PUSH SIDE OF DOOR APPLY WCVG TO MATCH ADJ WALL ON PUSH SIDE OF DOOR PT-4C FOR DOOR AND FRAME POWDERCOAT DOOR AND FRAME TO MATCH PT-4C INT AND EXT FINISH ARE DIFFERENT, REFER TO ALCW-2A DOOR SCHEDULE DETAIL SILL 14/A354 8/A382 14/A354 14/A354 15/A354 14/A354 14/A354 8/A352 8/A352 6/A357 18/A186 18/A186 20/A186 19/A186 13/A186 13/A186 20/A186 19/A186 3/A564 7/A564 3/A564 4/A564 3/A564 4/A564 4/A564 7/A354 3/A564 3/A564 6/A353 6/355 7/A353 11/A363 11/A363 10/A382 12/A564 13/A564 13/A564 14/A564 7/A564 14/A564 7/A564 7/A564 7/A564 7/A564 7/A564 7/A564 7/A564 7/A564 14/A564 14/A564 7/A564 13/A564 14/A564 14/A564 12/A564 12/A564 12/A564 5/A361 5/A361 11/A363, 5/A363 10/A382 9/A382 JAMB 5/A601 16/A371 10/A371 5/A601 5/A601 5/A601 16/A371 16/A371 5/A601 7/A602 16/A371 5/A601 5/A601 16/A371 17/A371 18/A371 13/A372 9, 11/A185 9, 11/A185 10/A185 10/A185 7/A184, 9/A185 8/A184, 9/A185 11/A185 11/A185 4/A601 4/A601 4/A601 4/A601 4/A601 3/A602 11/A602 5/A601 5/A601 4/A602 5/A602 1/A602 1/A602 4/A601 4/A601 4/A601 4/A601 5/A602 4/A601 4/A601 5/A602 18/A571, 4/A601 18/A571, 4/A601 4/A601 4/A601 4/A601 4/A601 4/A601 4/A601 4/A601 5/A374 3/A602 3/A602 4/A601 4/A601 4/A601 14/A372 15/A372 8/A372 10, 11/A372 11, 12/A372 1/A376 4/A602 4/A602 4/A601 4/A601 12/A572 6/A601 15/A572 5/A602 3/A602 5/A602 4/A601 4/A601 4/A601 4/A601 4/A601 4/A601 4/A601 4/A601 4/A601 4/A601 4/A601 4/A601 4/A601 4/A601 4/A601 4/A601 4/A601 4/A601 4/A601 4/A601 4/A601 4/A601 4/A601 4/A601 4/A601 4/A601 4/A601 4/A601 4/A601 4/A601 3/A602, 8/A572 4/A602 4/A601 4/A601 4/A601 3, 4/A376 3, 4/A376 1, 2/A364 6/A364 2/A363, 7/A364 4/A602 1,2/A376 4/A382 NO 001 002 003 003A 004 005 006A 006B 007 009A 009B 010 011 012 013 014 015A 015B 016 101A 101B 102A 102B 102C 102D 103A 103B 103C 103D 104 105 106 107 108A 108B 109 110 111 112 113A 113B 114 115 116 117 118 119 122 123 124 125 126 127 128 129 130 131 132 133 134A 134B 135 136 137 138 139 140 142A 142B 143 144 201A 201B 202 203 204A 204B 205A 205B 207 208 210 211 212 213 214 215 216 217 218 219 220 221 222 223 224 226 226A 226B 227 228 229A 229B 230 231 232 233 234A 234B 235 236 237 238A 238B 238C 239A 239B 240 241A 241B 242A 242B 243 245A 245B 300 ROOM FACILITY MANAGEMENT (001) JANITORIAL (002) VESTIBULE (003) SUMP (003A) MPOP (004) MDF (005) MECHANICAL (006) MECHANICAL (006) ELECTRICAL (007) LOADING (009) LOADING (009) ELEV CTL (010) EAC ELEC (011) EAC WORKSHOP (012) STAIR 2 (0S2) ELECTRICAL (014) STORAGE (015A) STORAGE (015B) STAFF BIKES (016) OPEN LIBRARY (101) CHILDRENS PLAZA (EXT) SOUTH PLAZA (EXT) SOUTH PLAZA (EXT) VESTIBULE S (102) VESTIBULE S (102) NORTH PLAZA (EXT) NORTH PLAZA (EXT) VESTIBULE N (103) VESTIBULE N (103) WOMEN (104) JANITORIAL (105) MEN (106) BOOK DROP (107) HOLDS (108) HOLDS (108) MEDIUM STUDY (109) STORAGE (110) STUDY (111) STUDY (112) MULTI-PURPOSE (113) MULTI-PURPOSE (113) STUDY (114) STUDY (115) FAMILY RR (116) WELLNESS (117) CONFERENCE (118) STAFF WORKROOM (119) OFFICE (122) IDF (123) ELECTRICAL (124) OFFICE (125) HUDDLE (126) FOCUS (127) VIRTUAL CONF (128) CONFERENCE (129) CIRCULATION ROOM (130) STORAGE (131) STUDY (132) VIRTUAL CONF (133) STAFF VESTIBULE (134) EMPLOYEE ENTRY (EXT) CONFERENCE (135) BREAKROOM (136) ALL GENDER (137) ALL GENDER (138) WELLNESS (139) FM STORAGE (140) STAIR 2 (1S2) EM EXIT (EXT) PARKING RAMP (EXT) TRASH ENCLOSURE (EXT) EM EXIT (EXT) STAIR 03 (STR) GALLERY (202) THE LOFT (203) STORAGE (204) STORAGE (204) GIFT SHOP (205) GIFT SHOP (205) BREAKROOM (207) OFFICE (208) EAC OFFICE (210) OFFICE (211) WOMEN (212) JANITORIAL (213) MEN (214) EAC MDF (215) HC IDF (216) STUDIO 1 (217) STORAGE (218) LOCKERS (219) OFFICE (220) CERAMICS 1 (221) CERAMICS 2 (222) JANITORIAL (223) STORAGE (224) GLAZE (226) GLAZE MIX (226A) SPRAY (226B) CERAMICS 3 (227) STUDIO 3 (228) STORAGE (229) STORAGE (229) ALL GENDER (230) ALL GENDER (231) STUDIO 2 (232) STAIR 4 (2S4) KILN (234) KILN (234) WELLNESS (235) ALL GENDER (236) ALL GENDER (237) COMMUNITY MEETING ROOM (238) COMMUNITY MEETING ROOM (238) COMMUNITY MEETING ROOM (238) STORAGE (239) STORAGE (239) AV (240) TERRACE (241) TERRACE (241) OUTDOOR KILNS (242) OUTDOOR KILNS (242) STORAGE (243) CORRIDOR (245) KILN PATIO (EXT) ROOF (EXT) WALL WIDTH VARIES SEE PLANS FOR TYPE E E S E P Y T " 8 / 5 DOOR FRAME WIDTH 6' - 0" 6' - 3 5/8" 6' - 0" 3' - 0" 3' - 0" 3' - 0" 6' - 3 5/8" 3' - 8" 3' - 0" 9' - 4 3/8" 6' - 3 5/8" 3' - 0" 3' - 0" 6' - 3 5/8" 3' - 0" 3' - 0" 3' - 6" 3' - 6" 3' - 6" 24' - 6" 3' - 8" 6' - 0" 6' - 0" 5' - 11 3/4" 5' - 11 3/4" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 10' - 0" 3' - 0" 3' - 6" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 6' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 6' - 0" 3' - 0" 3' - 0" 22' - 0" 22' - 0" 3' - 7" 8' - 2 1/2" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 3' - 0" 4' - 0" 4' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 6' - 0" 6' - 0" 6' - 0" 3' - 0" 6' - 0" 6' - 0" 3' - 0" 6' - 0" 6' - 0" 3' - 0" 4' - 2" 6' - 0" 6' - 0" 4' - 0" 4' - 0" 3' - 0" 3' - 0" 6' - 0" 3' - 0" 6' - 0" 6' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 6' - 0" 6' - 0" 3' - 0" 3' - 7" 3' - 7" 6' - 0" 10' - 0" 6' - 0" 6' - 10" 6' - 7" 3' - 7" HEIGHT 8' - 0" 8' - 2" 9' - 8" 6' - 6" 8' - 0" 8' - 0" 8' - 2" 8' - 2" 8' - 0" 10' - 0" 8' - 2" 8' - 0" 8' - 0" 8' - 2" 8' - 0" 8' - 0" 7' - 6" 7' - 6" 7' - 6" 12' - 6" 8' - 0" 8' - 9" 8' - 9" 8' - 11" 8' - 11" 7' - 8 3/8" 7' - 8 3/8" 7' - 10" 7' - 10" 8' - 11 1/4" 8' - 11 1/4" 8' - 11 1/4" 7' - 0" 7' - 11" 8' - 0" 7' - 0" 7' - 6" 7' - 0" 7' - 0" 9' - 0" 9' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 11" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 8' - 0" 8' - 0" 7' - 0" 7' - 0" 7' - 11" 8' - 0" 7' - 0" 7' - 0" 7' - 0" 8' - 10 1/2" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 7' - 0" 8' - 10 1/2" 8' - 0" 8' - 10 1/2" 11' - 0" 11' - 0" 8' - 0" 3' - 2 3/4" 9' - 6 3/4" 9' - 6 3/4" 9' - 7 1/4" 9' - 7 1/4" 9' - 6 3/4" 8' - 6" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 7' - 11 1/4" 7' - 11 1/4" 7' - 11 1/4" 7' - 11" 7' - 11" 7' - 11" 7' - 11" 7' - 11" 7' - 11" 7' - 11" 7' - 11" 7' - 11" 7' - 11" 7' - 11" 7' - 11" 8' - 0" 7' - 11" 7' - 11" 8' - 0" 8' - 0" 7' - 11" 7' - 11" 7' - 11" 9' - 7 1/4" 7' - 11" 7' - 11" 9' - 7 1/4" 8' - 0" 8' - 0" 9' - 7 1/8" 9' - 7 1/8" 9' - 7 1/8" 9' - 7 1/4" 9' - 7 1/4" 7' - 11" 8' - 0" 8' - 0" 8' - 0" 10' - 0" 8' - 0" 9' - 6 3/4" 8' - 0" 6' - 10" THICKNESS 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 0 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 2 1/2" 0' - 2 1/2" 0' - 2 1/2" 0' - 2 1/4" 0' - 2 1/4" 0' - 2 1/4" 0' - 2" 0' - 2" 0' - 2 1/4" 0' - 2 1/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 2" 0' - 2" 0' - 2" 0' - 2" 0' - 2" 0' - 2 1/2" 0' - 2" 0' - 2 1/4" 0' - 2" 0' - 2" 0' - 2" 0' - 2" 0' - 2" 0' - 2" 0' - 2" 0' - 2" 0' - 2" 0' - 2" 0' - 2" 0' - 2" 0' - 2" 0' - 2" 0' - 2" 0' - 2" 0' - 2" 0' - 2" 0' - 2" 0' - 2" 0' - 2" 0' - 2" 0' - 2" 0' - 1 3/4" 0' - 2" 0' - 2" 0' - 2" 0' - 2" 0' - 2" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 0 3/4" 0' - 0 3/4" 0' - 2 1/4" 0' - 2" 0' - 2" 0' - 2" 0' - 2" 0' - 2" 0' - 1 3/4" 0' - 1 3/4" 0' - 2" 0' - 2" 0' - 2" 0' - 2" 0' - 2" 0' - 2" 0' - 2" 0' - 2" 0' - 2" 0' - 2" 0' - 2" 0' - 2" 0' - 2" 0' - 2" 0' - 2" 0' - 2" 0' - 2" 0' - 2" 0' - 2" 0' - 2" 0' - 2" 0' - 2" 0' - 2" 0' - 2" 0' - 2" 0' - 2" 0' - 2" 0' - 2" 0' - 2" 0' - 2" 0' - 2" 0' - 2" 0' - 2" 0' - 2" 0' - 2" 0' - 2" 0' - 2" 0' - 2" 0' - 1 3/4" 0' - 1 3/4" 0' - 1 3/4" 0' - 0 1/2" 0' - 1 3/4" 0' - 2" 0' - 2 1/4" 0' - 1 3/4" TYPE D6 D6 D10 D1 D1 D1 D6 D1 D1 D5 D6 D1 D1 D6 D4 D1 D12 D12 D12 SEE DWGS D3 D10 D10 D9 D9 D10 D10 D10 D10 D1 D1 D1 D1 D2 SEE DWGS D2 D1 D2 D2 D2 D2 D2 D2 D1 D1 D2 D4 D1 D1 D1 D1 D1 D1 D2 D2 D11 D1 D2 D2 D2 D1 D1 D1 D1 D1 D1 D6 D4 D4 D3 SEE DWGS D7 D7 D6 D6 D2 D1 D1 D2 D1 D2 D1 D1 D1 D1 D1 D6 D6 D6 D1 D6 D6 D1 D6 D6 D1 D6 D6 D6 D1 D1 D1 D1 D6 D1 D6 D6 D1 D1 D1 D2 D2 D2 D6 D6 D1 D3 D3 D6 D5 D6 D7 D10 D3 MAT'L HM HM ALDR-2 HM HM HM HM HM HM OHDR-1 HM HM HM HM HM HM WIRE WIRE WIRE ALDR-2 ALDR-2 ALDR-2 GLSF-1 GLSF-1 ALDR-2 ALDR-2 ALDR-1 ALDR-1 WD WD WD WD AL/GL WD AL/GL WD AL/GL AL/GL AL/GL AL/GL AL/GL AL/GL WD WD AL/GL WD WD WD WD WD WD WD AL/GL AL/GL WD WD AL/GL AL/GL AL/GL SS WD WD WD WD WD SS SS SS OHDR-1 OHDR-1 ALDR-2 AL/GL AL/GL WD WD WD WD WD AL/GL WD AL/GL WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD WD AL/GL AL/GL AL/GL WD WD WD ALDR-2 ALDR-2 HM OHDR-2 HM AL/GL ALDR-2 ALDR-2 TYPE F7 F7 - F7 F7 F7 F7 F7 F7 - F7 F7 F7 F7 F7 F7 - - - SEE DWGS - - - - - - - - - F1 F1 F1 F4 F1 SEE DWGS - F9 F4 F4 - - - - F4 F4 F4 F1 F5 F4 F4 F5 - - F4 F4 F1 F1 F4 F4 F4 F7 - - F4 F4 F4 F7 F7 F7 SEE DWGS - - F1 F1 F1 F8 F8 - - - F1 F1 F1 F1 F1 F1 F1 F1 F6 F6 F6 F1 F1 F6 F1 F1 F6 F6 F1 F1 F1 F1 F6 F1 F1 F1 F1 F4 F4 - - - F1 F1 F1 F7 - F7 - - - POCKET DOOR KIT FRAMING ASSEMBLY MUD UP TO DOOR FRAME ADD PLYWOOD WHERE OCCURS; SEE PARTITION TYPES COORDINATE FRAMING WITH POCKET DOOR KIT I S E R A V H T D W L L A W I E P Y T R O F S N A L P E E S HEAD 5/A601 11/A354 2/A382 5/A601 5/A601 5/A601 11/A354 11/A354 5/A601 6/A602 11/A354 5/A601 5/A601 11/A354 8/A355 10/A354 5/A382 14/A186 14/A186 15/A186 15/A186 10/A186 10/A186 8/A186 8/A186 4/A601 4/A601 4/A601 4/A601 4/A601 1/A602 11/A602 1/A602, 22/A561 1/A602, 22/A561 4/A601 4/A601 3/A602 3/A602 1/A602 1/A602 1/A602 10/A602 1/A602 1/A602 1/A602 1/A602 4/A601 4/A601 1/A602 1/A602 12/A561, 4/A601 4/A601 1/A602 1/A602 1/A602 4/A354 1/A602 1/A602 1/A602 1/A602 1/A602 4/A353 10/A354 5/A353 8/A602 8/A602 6/A382 4/A601 2/A602 4/A601 4/A601 4/A562 6/A601 6/A601 4/A601 1/A602 4/A601 4/A601 4/A601 4/A601 4/A601 4/A601 4/A601 4/A601 4/A601 4/A601 4/A601 4/A601 4/A601 4/A601 4/A601 4/A601 4/A601 4/A601 4/A601 4/A601 4/A601 4/A601 4/A601 4/A601 4/A601 4/A601 4/A601 4/A601 1/A602 1/A602 4/A601 2/A602 2/A602 4/A601 4/A601 4/A601 7/A381 7/A381 9/A363 10/A363 9/A363 4/A601 6/A382 3/A382 MAT'L HM HM ALCW-1 HM HM HM HM HM HM SEE SPEC HM HM HM HM HM HM MESH-1 MESH-1 MESH-1 ALCW-1 ALCW-1 ALCW-1 GLSF-1 GLSF-1 ALCW-1 ALCW-1 ALSF-1 ALSF-1 DPTN-1C DPTN-1C DPTN-1C DPTN-1C DPTN-1A SEE DWGS DPTN-1B WD DPTN-1B DPTN-1B DPTN-1B DPTN-1B DPTN-1B DPTN-1B DPTN-1B DPTN-1B DPTN-1B DPTN-1A DPTN-1C DPTN-1C DPTN-1C DPTN-1C DPTN-1C DPTN-1C DPTN-1B DPTN-1B DPTN-1A DPTN-1C DPTN-1B DPTN-1B DPTN-1C SS DPTN-1C DPTN-1C DPTN-1C DPTN-1C DPTN-1C SS SS SS SEE SPEC SEE SPEC ALCW-2B SEE DWGS DPTN-1C DPTN-1C DPTN-1C DPTN-1C DPTN-1C - - DPTN-1C DPTN-1C DPTN-1C DPTN-1C DPTN-1C DPTN-1C DPTN-1C DPTN-1D DPTN-1D DPTN-1D DPTN-1D DPTN-1D DPTN-1D DPTN-1D DPTN-1D DPTN-1D DPTN-1D DPTN-1C DPTN-1C DPTN-1D DPTN-1D DPTN-1C DPTN-1C DPTN-1D DPTN-1D DPTN-1D DPTN-1C DPTN-1D DPTN-1C DPTN-1C DPTN-1C DPTN-1C DPTN-1C DPTN-1C DPTN-1C DPTN-1C DPTN-1C DPTN-1C ALCW-2B ALCW-2B HM SEE SPEC HM DPTN-1C ALCW-2A ALCW-3 Q E " 8 / 5 2 I Y F R E V Q E 2 FRAME TYPES A601 1/2" = 1'-0" E P Y T R O F S N A L P E E S 4" TYP, UNO PROVIDE DOUBLE STUD AT JAMB WHERE REQ'D PREPARE DOOR AND FRAME AS REQ'D FOR HARDWARE, SEE SCHEDULE DOOR TYPE VARIES, SEE SCHEDULE, SEE PLANS FOR SWING DIRECTION ALIGN ALIGN N G I L A PLYWOOD NAILER WHERE NEEDED LOCATE DOOR 1" PROUD OF FACE OF GYP AT WALLS WITH FINISHES. SEE FINISH PLAN FOR WALL FINISH I S E R A V H T D W L L A W I I I H S N F H T W I L L A W T A " 1 FINISH VARIES, SEE FINISH PLAN FOR WALL FINISH PLYWOOD NAILER WHERE NEEDED SEE PLANS FOR SIDE OF ALIGNMENT 4 DPTN-1X FRAME DETAILS A601 3" = 1'-0" LOCATE DOOR 1" PROUD OF FACE OF GYP AT WALLS WITH FINISHES. SEE FINISH PLAN FOR WALL FINISH PLYWOOD NAILER WHERE NEEDED WALL WIDTH VARIES SEE PLANS FOR TYPE 4" TYP, UNO SEE TYPE 5/8" 3 A T A " 6 1 7 / PREPARE DOOR AND FRAME AS REQ'D FOR HARDWARE, SEE SCHEDULE DOOR TYPE VARIES, SEE SCHEDULE, SEE PLANS FOR SWING DIRECTION O N U , P Y T " 2 1 / I S E R A V H T D W L L A W I E P Y T R O F S N A L P E E S " 6 1 / 5 1 1 I S E R A V " 6 1 / 5 1 1 PROVIDE DOUBLE STUD AT JAMB WHERE REQ'D CONTINUOUS SEALANT, MATCH WALL FINISH 1/2" MIN FRAME ANCHOR, WELDED TO FRAME HOLLOW METAL FRAME TYPE VARIES, SEE SCHEDULE AND ELEVATIONS AT FIRE-RATED PARTITIONS, EXTEND GYPSUM BOARD 1/2" MIN INTO FRAME JAMB HEAD JAMB HEAD 5 INTERIOR HM FRAME DETAILS A601 3" = 1'-0" Architecture and Interiors Civil and Landscape Structural and Facade Mechanical, Electrical and Plumbing Technology Lighting EOR Studio NYL Victus Engineering KCL Mazzetti Acoustic KRA 510 Marquette Avenue South, Suite 200 Minneapolis, MN 55402 | 612.375.0336 MSR Project No: 2023021 1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651. 770.8448 219 N 2nd Street #120 Minneapolis, Minnesota 55401 | 303.558.3145 2327 Wycliff St Suite 230, St Paul, MN 55114 | 612.859.8299 300 4th St, West Des Moines, IA 50265 | 515.724.7938 1999 Broadway, Denver, CO 80202 | 720.644.5032 4826 Chicago Ave, Minneapolis, MN 55417 | 612.374.3800 Owner Hennepin County Minnesota Facility Services Department A2208 Government Center, 300 South Sixth Street Minneapolis, MN 55487 | 612-596-6949 PREPARE DOOR AND FRAME AS REQ'D FOR HARDWARE, SEE SCHEDULE MUD UP TO DOOR FRAME PLYWOOD WHERE OCCURS; SEE PARTITION TYPES PROVIDE DOUBLE STUD AT JAMB WHERE REQ'D ADD PLYWOOD WHERE OCCURS; SEE PARTITION TYPES PROVIDE ADDITIONAL FRAMING AT HEAD OF OPENING WHERE REQ'D I Y F R E V - " 3 EQ 2 5/8" VERIFY EQ WALL WIDTH VARIES SEE PLANS FOR TYPE HEAD I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the Laws of the State of Minnesota. ISSUE / REVISION 100% CONSTRUCTION DOCS Mark Date 06-27-2025 100% CONSTRUCTION DOCS Description DOOR SCHEDULE, TYPES AND DETAILS A601 JAMB 6 POCKET FRAME A601 3" = 1'-0" Southdale Library + Edina Art Center 7001 York Ave S, Edina, MN 55435 County Project No: 1005259 County Contract No: PR00006399 County Facilty No: 071 County Project Manger: Liz Veaderko Signature Print Name Matthew Kruntorad Date 6/27/2025 License No 48542 E L U D E H C S E E S E L U D E H C S E E S " 4 / 3 E L U D E H C S E E S " 4 / 1 1 E L U D E H C S E E S t v r . e r u t c e t i h c r A _ 4 2 R _ 1 2 0 3 2 0 2 / y r a r b L i l e a d h t u o S 1 2 0 3 2 0 2 / / : s c o D k s e d o t u A M A 9 5 : 1 3 : 1 1 5 2 0 2 / 7 2 / 6 . d L t , e l t s a c k c o R & r e r e h c S , r e y e M t h g i r y p o C 3 2 0 2 i g n w a r D Page 103 of 202 FINISH PLAN GENERAL NOTES FINISH PLAN KEYNOTES FINISH PLAN KEY 1. SEE SHEET G000 FOR PRODUCT SPECIFICATION FOR KEY TO FINISH CODES. 2. COORDINATE EXTENT OF FLOOR AND WALL FINISHES WITH MILLWORK DRAWINGS. 3. ALL WALLS TO BE PAINTED PT-2A U.N.O 4. EXPOSED CEILING & MECHANICAL IN STAFF AREAS TO BE PAINTED PT-1A. 5. ALL INTERIOR HOLLOW METAL DOORS AND FRAMES, HANDRAILS, AND METAL GRILLES TO BE PAINTED PT-3_ WITH COLOR TO MATCH ADJACENT WALL COLOR U.N.O. 6. ALL EXPOSED INTERIOR STRUCTURAL STEEL TO BE PAINTED PT-3A UP TO 7'-0" A.F.L. AND PT-1A ABOVE THAT HEIGHT. 7. ALL WALLS WITH A WD-2 FINISH TO HAVE A 4" WOOD BASE U.N.O 8. ALL WALLS TO HAVE BASE-1 BASE U.N.O 9. ALL ELECTRICAL ROOMS, JANITOR'S CLOSETS AND MECHANICAL ROOMS TO BE PAINTED PT-2A U.N.O. 10. SEE INTERIOR ELEVATIONS FOR WALL TILE PATTERN BEHIND DRINKING FOUNTAINS. 11. INSTALLER RESPONSIBLE FOR FIELD VERIFYING ALL QUANTITIES, DIMENSIONS AND CONDITIONS FOR WINDOW TREATMENTS. ALL SHADES SHALL BE FULL WIDTH WITH NO SEAMS OR BATTENS. INSTALLER RESPONSIBLE FOR SUBMITTING SHOP DRAWINGS FOR APPROVAL. 13. SEE RCPs (A120S) FOR SHADE LOCATIONS AND DETAILS 14. PROVIDE BLOCKING IN ALL WALLS THAT HAVE ACOUSTIC PANELS AS REQUIRED U.N.O. 15. ALL RESTROOM WALLS TO HAVE TILE BASE2_ SEE BASE TYPES FOR VARIATIONS 16. ALL WALLS WITH WCVG TO RECEIVE A LEVEL 5 FINISH 17. ALL CONCRETE WALLS / COLUMNS, CMU BLOCK WALLS, AND ACT WALLS TO RECEIVE SLR-3 UP TO 3' 18. CENTER OUTLET/SWITCH TO CENTER OF WALL PANEL U.N.O. FLOOR FINISH WALL FINISH CPT-1 A PT-1 A STYLE COLOR STYLE / FINISH COLOR 2 3 4 5 6 7 10 9 1.1 1 SLR-1 SLR-1 MPOP 004 MDF 005 PT-3A STAIR 1 0S1 CPT-1 A 1 - L N P M 1 - G V C W B 3 E S A B MPNL-1A PT-2A CPT-1 PT-3A FACILITY MANAGEMENT 001 SLR-1 A 3 - T P PT-3A PPNL-1 JANITORIAL 002 SLR-1 A B C D E F G H SLR-1 MECHANICAL 006 ELECTRICAL 007 SLR-1 ELEV B 0EB RFL-1 LOADING 009 SLR-1 7 ______ A602 TYPICAL DIMENSIONS, EACH STRUCT BAY 10' - 3" 9' - 0" 9' - 0" 10' - 3" CONTROL JOINTS, TYP SEE STRUCT FOR MORE INFO Q E Q E SLR-3 EAC ELEC 011 SLR-1 EAC WORKSHOP 012 SLR-1 Y A B T C U R T S H C A E , I S N O S N E M D L A C P Y T I I UP SLR-2 ELECTRICAL 014 EQ SLR-1 EQ PROVIDE PARKING STRIPING AS SHOWN ON PLAN, REFER TO CIVIL SPEICFICATION FOR PAINT TYPE, TYP. SLR-3 t v r . e r u t c e t i h c r A _ 4 2 R _ 1 2 0 3 2 0 2 / y r a r b L i l e a d h t u o S 1 2 0 3 2 0 2 / / : s c o D k s e d o t u A M A 4 4 : 2 3 : 1 1 5 2 0 2 / 7 2 / 6 . d L t , e l t s a c k c o R & r e r e h c S , r e y e M t h g i r y p o C 3 2 0 2 i g n w a r D 1 LOWER LEVEL FINISH PLAN A700 1/8" = 1'-0" Architecture and Interiors Civil and Landscape Structural and Facade Mechanical, Electrical and Plumbing Technology Lighting EOR Studio NYL Victus Engineering KCL Mazzetti Acoustic KRA 510 Marquette Avenue South, Suite 200 Minneapolis, MN 55402 | 612.375.0336 MSR Project No: 2023021 1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651. 770.8448 219 N 2nd Street #120 Minneapolis, Minnesota 55401 | 303.558.3145 2327 Wycliff St Suite 230, St Paul, MN 55114 | 612.859.8299 300 4th St, West Des Moines, IA 50265 | 515.724.7938 1999 Broadway, Denver, CO 80202 | 720.644.5032 4826 Chicago Ave, Minneapolis, MN 55417 | 612.374.3800 Owner Hennepin County Minnesota Facility Services Department A2208 Government Center, 300 South Sixth Street Minneapolis, MN 55487 | 612-596-6949 Southdale Library + Edina Art Center 7001 York Ave S, Edina, MN 55435 County Project No: 1005259 County Contract No: PR00006399 County Facilty No: 071 County Project Manger: Liz Veaderko Signature Print Name Matthew Kruntorad Date 6/27/2025 License No 48542 N N 15 DEGREES PLAN NORTH TRUE NORTH I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the Laws of the State of Minnesota. ISSUE / REVISION 100% CONSTRUCTION DOCS Mark Date 06-27-2025 100% CONSTRUCTION DOCS Description LOWER LEVEL FINISH PLAN A700 Page 104 of 202 FINISH PLAN GENERAL NOTES FINISH PLAN KEYNOTES FINISH PLAN KEY 1. SEE SHEET G000 FOR PRODUCT SPECIFICATION FOR KEY TO FINISH CODES. 2. COORDINATE EXTENT OF FLOOR AND WALL FINISHES WITH MILLWORK DRAWINGS. 3. ALL WALLS TO BE PAINTED PT-2A U.N.O 4. EXPOSED CEILING & MECHANICAL IN STAFF AREAS TO BE PAINTED PT-1A. 5. ALL INTERIOR HOLLOW METAL DOORS AND FRAMES, HANDRAILS, AND METAL GRILLES TO BE PAINTED PT-3_ WITH COLOR TO MATCH ADJACENT WALL COLOR U.N.O. 6. ALL EXPOSED INTERIOR STRUCTURAL STEEL TO BE PAINTED PT-3A UP TO 7'-0" A.F.L. AND PT-1A ABOVE THAT HEIGHT. 7. ALL WALLS WITH A WD-2 FINISH TO HAVE A 4" WOOD BASE U.N.O 8. ALL WALLS TO HAVE BASE-1 BASE U.N.O 9. ALL ELECTRICAL ROOMS, JANITOR'S CLOSETS AND MECHANICAL ROOMS TO BE PAINTED PT-2A U.N.O. 10. SEE INTERIOR ELEVATIONS FOR WALL TILE PATTERN BEHIND DRINKING FOUNTAINS. 11. INSTALLER RESPONSIBLE FOR FIELD VERIFYING ALL QUANTITIES, DIMENSIONS AND CONDITIONS FOR WINDOW TREATMENTS. ALL SHADES SHALL BE FULL WIDTH WITH NO SEAMS OR BATTENS. INSTALLER RESPONSIBLE FOR SUBMITTING SHOP DRAWINGS FOR APPROVAL. 13. SEE RCPs (A120S) FOR SHADE LOCATIONS AND DETAILS 14. PROVIDE BLOCKING IN ALL WALLS THAT HAVE ACOUSTIC PANELS AS REQUIRED U.N.O. 15. ALL RESTROOM WALLS TO HAVE TILE BASE2_ SEE BASE TYPES FOR VARIATIONS 16. ALL WALLS WITH WCVG TO RECEIVE A LEVEL 5 FINISH 17. ALL CONCRETE WALLS / COLUMNS, CMU BLOCK WALLS, AND ACT WALLS TO RECEIVE SLR-3 UP TO 3' 18. CENTER OUTLET/SWITCH TO CENTER OF WALL PANEL U.N.O. FLOOR FINISH WALL FINISH CPT-1 A PT-1 A STYLE COLOR STYLE / FINISH COLOR 2 3 4 5 6 7 10 9 1.1 1 BREAKROOM 207 B 1 - P C A OFFICE 208 CPT-3 B 4 - L T WORKROOM 209 CPT-3 RFL-2 CPT-3 FILM-2 EAC OFFICE 210 BASE1 CPT-3 STORAGE 204 CPT-3 FILM-2 OFFICE 211 CPT-3 B 1 - P C A ACP-1B THE LOFT 203 BASE3A CPT-3 BASE2_ TL-2 1 - L T WOMEN 212 1 - G V C W JANITORIAL 213 CONC-2 TA-29 PPNL-1 TL-1 BASE2_ TL-2 1 - L T MEN 214 A 3 E S A B MTL-5 MPNL-1B B 1 - L N P M ELEV A 2EA CPT-1 B 1 - L N P M A 1 - L N P M MPNL-1B FILM-2 CPT-3 BASE3A AXFL-2 AXFL-2 GIFT SHOP 205 RECEPTION 206 BASE3A AXFL-2 GALLERY 202 1 - F S S 1 - M L F I AXFL-2 BASE6 1 - M L F I 1 ______ A365 A B C D E F G H STUDIO 1 217 BASE1 AXFL-2 LOCKERS 219 BASE1 AXFL-2 STORAGE 218 BASE1 AXFL-2 MPNL-1A BASE6 PT-2A PT-2B OFFICE 220 PT-2B HC IDF 216 AXFL-2 PT-2B PT-2F PT-2F 6 E S A B MTL-5 ALL GENDER 231 ALL GENDER 230 PT-2B PT-2B BASE2_ TL-2 TL-1 ACP-2 MTL-5 5 - L T M PT-2B BASE2_ TL-2 TL-1 A 1 - L N P M STUDIO 2 232 BASE4 AXFL-2 STORAGE 229 BASE1 AXFL-2 EQ EQ EQ EQ EQ EQ WIP 221A BASE4 CONC-2 " 0 1 - ' 3 N G L A I 5 - L T M H S A L P S K C A B PT-2B BASE1 ALIGN PT-2B CERAMICS 1 221 CERAMICS 2 222 ALIGN CONTROL JOINT, TYP. ALIGN BASE4 CONC-2 BASE4 CONC-2 N G L A I ALIGN PT-2B WIP 222A BASE4 CONC-2 H S A L P S K C A B 5 - L T M ELEV B 2EB RFL-1 CONTROL JOINT, TYP. 5 - L T M H S A L P S K C A B STORAGE 224 TA-29 JANITORIAL 223 CONC-2 PPNL-1 UP TO 4' N G L A I BASE4 CONC-2 PT-2B ACP-2 ACP-2 ACP-2 AXFL-2 PT-2F PT-2F ACP-2 PT-2B PT-2B PT-2B PT-2B MTL-5 BACKSPLASH ALIGN N G L A I 5 - L T M H S A L P S K C A B GLAZE MIX 226A BASE4 AXFL-2 ALIGN BASE4 CONC-2 CERAMICS 3 227 BASE4 AXFL-2 SPRAY 226B Q E Q E STUDIO 3 228 BASE4 AXFL-2 GLAZE 226 BASE4 CONC-2 ALIGN CONTROL JOINT, TYP. KILN 234 BASE4 CONC-2 STAIR 4 2S4 5 - L T M SEE RCP FOR MORE INFO DRPY-1 MPNL-1A SEE RCP FOR MORE INFO DRPY-1 EQ EQ BASE4 AXFL-2 WIP 227A 5 - L T M ALIGN 8' - 0" 8' - 0" MPNL-1A BASE6 Q E Q E B 1 - P C A TZ-1 AXFL-2 EQ EQ MPNL-1A ON BULK HEAD ABOVE MPNL-1A BASE6 ALL GENDER 237 BASE2_ TL-2 TL-1 BASE6 AXFL-2 MTL-5 PPNL-1 CPT-3 ALL WALLS - UP TO 4' STORAGE 239 CPT-3 CPT-3 B 3 E S A B 1 - G V C W 6 E S A B A 1 - L N P M " 0 - ' 6 HAZARD TAPE ON CARPET 3' - 0" ALL GENDER 236 BASE2_ TL-2 TL-1 1 - G V C W WELLNESS 235 CPT-3 ACP-5C SSF-1 BASE3A CPT-3 OPTN-1 MPNL-1A BASE3A COMMUNITY MEETING ROOM 238 B 1 - P C A 1 - M L F I AXFL-2 CPT-3 ATRIUM 201 AXFL-2 2 ______ A365 t v r . e r u t c e t i h c r A _ 4 2 R _ 1 2 0 3 2 0 2 / y r a r b L i l e a d h t u o S 1 2 0 3 2 0 2 / / : s c o D k s e d o t u A M A 9 5 : 2 3 : 1 1 5 2 0 2 / 7 2 / 6 . d L t , e l t s a c k c o R & r e r e h c S , r e y e M t h g i r y p o C 3 2 0 2 i g n w a r D 1 LEVEL 2 FINISH PLAN A702 1/8" = 1'-0" Architecture and Interiors Civil and Landscape Structural and Facade Mechanical, Electrical and Plumbing Technology Lighting EOR Studio NYL Victus Engineering KCL Mazzetti Acoustic KRA 510 Marquette Avenue South, Suite 200 Minneapolis, MN 55402 | 612.375.0336 MSR Project No: 2023021 1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651. 770.8448 219 N 2nd Street #120 Minneapolis, Minnesota 55401 | 303.558.3145 2327 Wycliff St Suite 230, St Paul, MN 55114 | 612.859.8299 300 4th St, West Des Moines, IA 50265 | 515.724.7938 1999 Broadway, Denver, CO 80202 | 720.644.5032 4826 Chicago Ave, Minneapolis, MN 55417 | 612.374.3800 Owner Hennepin County Minnesota Facility Services Department A2208 Government Center, 300 South Sixth Street Minneapolis, MN 55487 | 612-596-6949 N N 15 DEGREES PLAN NORTH TRUE NORTH I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the Laws of the State of Minnesota. ISSUE / REVISION 100% CONSTRUCTION DOCS Mark Date 06-27-2025 100% CONSTRUCTION DOCS Description Southdale Library + Edina Art Center 7001 York Ave S, Edina, MN 55435 County Project No: 1005259 County Contract No: PR00006399 County Facilty No: 071 County Project Manger: Liz Veaderko Signature Print Name Matthew Kruntorad Date 6/27/2025 License No 48542 LEVEL TWO FINISH PLAN A702 Page 105 of 202 SIGNAGE SPECIFICATION 1.1 SCOPE A. Work includes materials, fabrication, and installation. Furnish and install all items as specified herein, and as indicated on the drawings. Coordinate work and site access with the General Contractor and the Architect. B. 1.2 RELATED DOCUMENTS A. Drawings and general provisions of the contract, including general and supplementary conditions, apply to this work. 1.3 QUALITY ASSURANCE A. B. C. D. E. F. The requested work shall comply with all Federal and State codes, laws, and regulations, and all municipal ordinances or regulations in effect at the time work is being performed. Any alternates or changes to sign types, materials, and construction methods specified in this document must be approved by the Architect. Installer Qualifications: Engage an experienced installer who is familiar with the specified product and the installation of the specified product. The manufacturer, subsidiary, or licensed agent shall be approved to supply the products specified, and to honor any claims against the product presented in accordance with the warranty. For items which, when installed become fixed, provide shop drawings and details of connections, anchors, and adhesives. Contractor shall guarantee that all material and work specified and furnished are guaranteed for one (1) year after punch list sign off, to be free of defects and faulty workmanship, and that any defective material or work shall be promptly repaired or replaced without additional cost to the Owner. The one-year guarantee shall include guarantee that materials, finishes, adhesives, and fasteners of all items, supplied and installed, will not peel, fade, crack, or release during the guarantee period. 1.4 SUBMITTAL A. B. Shop Drawings shall be submitted, indicating elevations of all sign types, all dimensions, letter and numerical style and sizes, schedules for all sign types, materials, colors, finishes, and all fabrication and installation details verified. Architect drawings is required before any work commences. All work shall be executed in strict accordance with drawings. Descriptive literature shall be submitted to indicate materials, finishes, installation instructions and details for all sign materials. ’s approval of shop 1.4 SUBMITTAL (CONTINUE) 1.7 PROJECT CONDITIONS 2.0 MATERIALS (CONTINUE) 3.3 INSTALLATION (CONTINUE) C. D. Submit one sample of each exposed finish (which will be used for actual production) to the Architect for verification and approval prior to fabrication. Submit full size mock-ups within thirty (30) business days of award of bid for all sign types specified. All mock-ups shall become the property of the Owner and will not be permitted to be installed on the job site. All samples are subject to review by the Architect and all approved samples shall become the standard of comparison for all installation work. The Architect will review all submittals and will reject any work not meeting quality standards. Maintenance Data: Provide in form suitable for inclusion in Owner ’s maintenance manuals. Data shall include purchase source listing and similar information. Recommendations for proper maintenance materials and procedures shall also be included for each finish specified. Include precautions against materials and methods which may be detrimental to finishes and performance. A. B. Field Measurements: Verify all conditions, sizes, locations, and quantities before order and fabrication. Field Verify all color of adjacent wall(s) before installation. Issue shop drawings indicating sign and wall color to be approved. 1.8 SEQUENCING AND SCHEDULING A. Sequence delivery of signs to minimize possibility of damage during the remainder of the construction period. 1.9 ENGINEERING A. All structural engineering is the responsibility of the successful bidder. All specifications pertaining to materials and fabrications are to establish minimum material and physical appearance only. 1.5 LABOR A. B. All work shall be fabricated square, plumb, straight, and true. Cut-out letters, numbers, and images shall be cut in continuous, even lines as indicated on drawings. Fabricator shall provide all supporting and anchoring means as required for proper installation. Accessories, anchorage, mounting devices, and spacers shall be guaranteed to be non- staining to adjacent walls and sign finishes for a period of five years after acceptance. Exposed joints shall be continuously welded, ground, and polished smooth and shall not be visible. Corners shall be snug, neat, and tight fitting in an even, smooth plane. Fabricator is responsible for providing proper thickness of materials to eliminate deformations. C. D. E. F. 1.6 DELIVERY, STORAGE, AND HANDLING A. B. C. D. Contractor shall deliver at the job site and install in its designated location all items specified herein by the date designated in the Invitation to Bid. Delivery shall be made to the job site during normal business hours: TBD. The Contractor shall provide adequate facilities and labor for unloading. Inspect items upon delivery for damage. Minor damages may be repaired provided finished repairs are equal to the quality of new work and acceptable to the Owner and approved by the Architect. Product shall be handled and stored to prevent damage. 2.0 MATERIALS 3.2 FABRICATION A. B. C. D. E. F. All materials used in production and installation shall be new, of top quality and free of defects. Sheet plastic shall be free of wrinkles or imperfections from fabrication. All surfaces shall be free of scratches and shall be clean and polished at completion of installation. Colors shall meet specifications on drawings. Sample colors shall be submitted for Architect’s approval. All inks, paints, and stains are to be applied evenly, without scratches, peeling, uneven edges, marks, etc. Workmanship in conjunction with finish and formation of letters must be acceptable to the Architect. Prime coats of other surface pre-treatments, where recommended by the manufacturer for inks and paints, shall be included in the work as part of the finishes surface work at no extra cost to the Owner. All mounting hardware, although not expressively stated in the specification, shall be included with the bid price. Furnish all mounting and anchoring hardware and devices as required to completely install all work. All fastening devices must meet fabricator recommendations. Bidders are required to visit the site prior to bidding for field understanding of mounting surfaces. Font: See drawing of details for fonts. Signage contractor to be responsible for requirements of upper and lower case of copy as required by ADA. Alternate letter forms must be approved by Architect. Font color to match color specified by Architect except as otherwise noted herein. All letter forms must be so aligned as to maintain a base line parallel to the sign format. Margins must be maintained consistent within the sign types. G. H. Letter size: All letter forms and work spacing shall be produced by photo mechanical methods and shall be set “normal” except as directed by the Architect. Grade 2 Braille: Braille to be raised 1/32 ” minimum from plaque first surface by Raster Method processes. Braille to comply with relevant ADA regulations and the requirements indicated for size, style, spacing, content, and positions Translation of sign copy is the responsibility of the fabricator. 3.0 EXECUTION 3.1 EXAMINATION A. Contractor shall be responsible for inspection of project site and approval of installation conditions for this work. Proceed with installation only after unsatisfactory conditions have been corrected. A. B. C. D. All signs and related work, including all structural supports and connections, shall be fabricated in a manner to withstand weight load, double of actual item installed. All fabrication shall be in accordance with the highest standards of the trade. All signs and components shall be complete and free from visual and structural flaws. All work shall be carefully fitted with minimum size joints, accurately located, and rigidly assembled. All corners, joints, miters, etc. shall be accurately machined, filed, and fitted. All joints shall be hairline unless otherwise indicated. All paints shall be applied in strict conformance to manufacturer recommendations. All paint shall be carefully applied to avoid sags, runs, orange peel, or other unacceptable finish surface conditions. All material to which paint is to be applied shall be properly de- greased, cleaned, and treated if required for the best possible results. B. C. D. E. F. Install items at locations shown on drawings. Communicate any discrepancies observed in the field to Architect prior to installation. Install all items as shown on drawings, with all dust and dirt removed. Tape and tape marks are to be removed from surfaces. Contractor shall remove all crating, plastic coverings, and debris from the project, leaving premises in showroom condition; free from dust and ready for the Owner’s use, unless otherwise instructed by Architect. Replace all damaged units as directed by the Architect. Precaution shall be taken to protect building from damage. Any damage to walls, floors, or carpet noticed at the time of installation shall be brought to the attention of the Owner. Coordinate all work with other contractors working on project and with any future contracts. Work schedule and rules for contractor will be enforced. The work schedule will be established upon approval by administration. The interior signage contractor shall obtain and pay for all required permits from authorities having jurisdiction. 3.4 ADJUSTMENT AND CLEANING A. Immediately upon completion of installation, clean components and surfaces. Remove surplus materials, rubbish, and debris resulting from installation upon completion of work and leave areas of installation in neat, clean condition. 3.5 PROTECTION A. B. All surfaces and sign components shall be protected until final installation and approval by Owner or Architect (punch list). Any work damaged or discolored in any way before installation and approval occurs shall be corrected by the fabricator without additional cost to the Owner. Advise Owner of additional protection needed to ensure that items will be without damage or deterioration until completion of construction. 3.3 INSTALLATION 3.6 SIGN REPLACEMENT MANUAL A. Sign contractor to examine the substrates and conditions under which the installation is to be performed and notify the Architect of conditions detrimental to the proper and timely completion of the work. Do not proceed with the installation until unsatisfactory conditions have been corrected. A. B. Contractor shall provide the Owner with a sign replacement manual after completion of all signage installation. Manual shall contain all information required to order all sign types. Each sign type should be described in such a format the Owner only need fill out the requirements for copy, after selecting sign type. The following information should be included for each type: 1. 2. Unit Price and Diagram showing copy location, dimensions, color placement, copy sizes, and installation info. SIGNAGE GENERAL NOTES 1. ROOM NAMES AND DOOR NUMBERS ARE SUBJECT TO CHANGE. VERIFY ALL SIGN MESSAGE CONTENT WITH ARCHITECT PRIOR TO FABRICATION PICTOGRAM (WHEN APPLICABLE) 1. HATCHED AREA REPRESENTS FIELD FOR PLACEMENT OF PICTOGRAMS 2. SEE SIGN SCHEDULE FOR QUANTITIES, MESSAGE, AND PICTOGRAMS USED 2. CENTER PICTOGRAMS WITHIN HATCHED HATCH AREA SHOWN PER TYPE 3. SEE PLANS AND ELEVATIONS FOR PLACEMENT DETAILS 3. MAXIMUM OF FOUR PICTOGRAMS PER SIGNAGE TYPE 4. 5. CHARACTERS OR BRAILLE SHALL NOT BE LOCATED IN THE PICTOGRAM FIELD. ARCHITECT WILL PROVIDE ALL SYMBOLS AND PICTOGRAMS AS VECTOR IMAGE FILES UPON REQUEST. 4. 5. 6. 7. 8. SIGN MOUNTING HEIGHTS REFERENCED START AT FINISH FLOOR ALL SIGNS SHALL BE INSTALLED IN ACCORDANCE WITH ALL APPLICABLE BUILDING CODES AND THE AMERICAN WITH DISABILITIES ACT (ADA) ACCESSIBILITY GUIDELINES ARCHITECT TO PROVIDE VECTOR FILE FOR TYPE SETTING INFORMATION. FONT STYLE SHOWN MAY NOT REFLECT THE DESIRED SYTLE CHARACTERS MUST BE SELECTED FROM FONTS WHERE THE WIDTH OF THE UPPERCASE LETTER “O” IS 55% TO 110% OF THE HEIGHT OF THE UPPERCASE LETTER “I.” 9. FIELD VERIFY ALL CONDITIONS 10. FIRE EXTINGUISHER BLADE SIGN G5 TO BE 7'-0" A.F.F AND CENTERED ABOVE ALL FIRE EXTINGUISER UNLESS OTHERWISE NOTED. 11. PROVIDE ADDITIONAL ATTIC STOCK IN QUANTITIES INDICATED IN SIGNAGE DETAILS. QTY MESSAGE PICTOGRAM COMMENTS SIGN TYPE C STAIR 2 EXIT ALL GENDER RESTROOM ALL GENDER RESTROOM FAMILY RESTROOM WOMEN MEN ADULT CHANGING FACILITY LOCATED ON LEVEL 2 STAIR 2 EXIT ALL GENDER RESTROOM ALL GENDER RESTROOM ALL GENDER RESTROOM ALL GENDER UNIVERSAL RESTROOM WOMEN MEN ASSISTIVE LISTENING DEVICES INCLUDE ADULT CHANGING FACILITY STAIR 4 EXIT MAXIMUM OCCUPANCY 100 MAXIMUM OCCUPANCY COMBINED 150 NORTH ROOM ONLY 49 MAXIMUM OCCUPANCY COMBINED 150 SOUTH ROOM ONLY 101 3, 5 3, 5 3, 5, 10 2, 3 1, 3 3, 5 3, 5 3, 5, 10 3, 5, 11 2, 3 1, 3 16 1 1 1 1 1 1 1 3 1 1 1 1 1 1 2 1 1 2 2 1 1 QTY MESSAGE COMMENTS SIGN TYPE F 116 22 115 21 2 TYPE LOWER LEVEL 1 C11-2 1 C12 LEVEL 1 C2-0 C2-1 C2-2 C4 C6 C10-1 C11-4 C12 LEVEL 2 C2-0 C2-1 C2-2 C2-3 C4 C6 C8.1 C10-2 C11-5 C12 C16-1 C16-2 C16-3 TYPE LEVEL 1 F1 F2 F3 F4 F5 QTY MESSAGE PICTOGRAM COMMENTS SIGN TYPE G 7, 15 SEE G1 SIGN DETAILS NO SMOKING HENNEPIN COUNTY BANS DANGEROUS WEAPONS ON THESE PREMISES STAFF ENTRY EMERGENCY EXIT CAUTION AUTOMATIC DOOR SOUTHDALE LIBRARY HOURS EDINA ART CENTER HOURS NO ENTRY LOWER LEVEL DIRECTORY FLEET EV CHARGING DELIVERIES P NO SMOKING HENNEPIN COUNTY BANS DANGEROUS WEAPONS ON THESE PREMISES HOLDS AFTER HOURS ENTRY CAUTION AUTOMATIC DOOR SOUTHDALE LIBRARY HOURS EDINA ART CENTER HOURS 7001 NO RE-ENTRY STAFF ENTRY HENNEPIN COUNTY SOUTHDALE LIBRARY LOWER LEVEL DIRECTORY 1 HOLDS WHERE FILM IS ON GLASS DOOR, PROVIDE DOUBLE-SIDED DECAL FIRE EXTINGUISHER BLADE SIGN PAINTED GRAPHIC, REFER TO SIGNAGE ELEVATIONS WHERE FILM IS ON GLASS DOOR, PROVIDE DOUBLE-SIDED DECAL PLACEHOLDER 8 15 12 13 14 8 5 15 6, 15 FIRE EXTINGUISHER BLADE SIGN AREA IDENTIFICATION BLADE SIGN SEE G1-2 SIGN DETAILS SEE G1 SIGN DETAILS CAUTION AUTOMATIC DOOR FILM ON GLASS TO BE DOUBLE-SIDED, GRAPHIC BY ARCHITECT G I F T S H O P NO RE-ENTRY EXIT ONLY LEVEL 3 DIRECTORY 2 WELLNESS EDINA ART CENTER 8 5 FIRE EXTINGUISHER BLADE SIGN AREA IDENTIFICATION BLADE SIGN 5, 15 AREA IDENTIFICATION BLADE SIGN TYPE LOWER LEVEL 1 G1-1 1 G2-1 G2-2 G2-4 G2-5 G2-6 G2-15 G4-1 G5-1 G6 G7-1 G7-2 G7-5 LEVEL 1 G2-1 G2-3 G2-4 G2-6 G2-7 G2-8 G2-9 G2-10 G2-11 G2-13 G2-14 G2-16 G3-1 G4-2 G5-1 G5-2 G7-3 G8-1 G8-2 LEVEL 2 G2-4 G2-12 G2-14 G2-17 G4-3 G5-1 G5-2 G7-4 G8-3 G8-4 G9-1 1 1 1 1 1 1 4 4 1 1 2 2 1 16 2 2 1 1 1 1 1 2 1 1 1 5 1 1 1 1 7 1 1 1 1 5 1 1 1 1 1 TYPEFACES Myriad Pro PICTOGRAMS TYPES MATERIAL/PRODUCT ID - SIGNAGE FILM-3 SIGNAGE FILM, <WINDOW/DOOR/WALL> MFR: 3M; PRODUCT: PVC FREE FASARA SH2MAOW 1250; PATTERN: NONE; COLOR: OPAQUE WHITE; 1 MAN 2 WOMAN 3 ACCESSIBLE 4 HOLDS 5 RESTROOM 6 COPY 7 ELEVATOR 8 FIRE EXTINGUISHER 9 SHELTER 10 BABY CHANGING 11 ADULT CHANGING 12 TRASH 13 RECYCLE 14 COMPOST 15 ARROW 16 ALD 17 NO SMOKING TEXT MOUNTING HEIGHT TEXT TEXT/BRAILLE 10" " 3 - ' 5 X A M " 0 6 I N M " 8 4 MINIMUM HEIGHT: BASELINE OF LOWEST COPY MOUNTED NO LOWER THAN 48" ABOVE FLOOR MAXIMUM HEIGHT: BASELINE OF HIGHEST COPY MOUNTED NO HIGHER THAN 60" ABOVE FLOOR SIGNAGE LEGEND (*) GLASS-MOUNTED SIGNS THAT ARE NOT FILM / DECAL TYPES XXX* - ### SIGN TYPE LOCATION OR ROOM NUMBER ROOM NUMBER FOR AREA IDENTIFICATION TYPES ONLY SIGNAGE TYPE KEY NOT ALL TYPES MAY BE USED SIGN TYPE A | INTERIOR SIGNS ROOM NUMBER OR NAME A1 COMPLEX ROOM NAME A2 SIGN TYPE B | INTERIOR SIGNS PARTIAL WINDOW B2 FULL WINDOW B3 HORIZONTAL TABLOID WINDOW B6 ALL GENDER WOMEN'S RESTROOM MEN'S RESTROOM SIGN TYPE C | INTERIOR SIGNS C2 C4 C6 C8.1 ASSISTIVE LISTENING DEVICES (ALD) C10 C11 C12 C16 OCCUPANCY SIGN DIRECTION TO ACCESSIBLE FACILITIES STAIRWAY SIGN BUILDING EXIT SIGN SIGN TYPE F | LIBRARY SIGNS F1 F2 F3 F4 COLLECTIONS END PANEL SIGN - FULL WINDOW COLLECTIONS SHELF CANOPY TOP BROWSER BIN SIGN COMPUTER WORKSTATION SIGN SIGN TYPE G | SPECIAL SIGNS G1 G2 G3 G4 G5 G6 G7 G8 G9 DIRECTIONAL BLADE SIGN FILM / DECAL DEDICATION PLAQUE DIRECTORY BLADE SIGN AREA IDENTIFICATION BLADE SIGN FLEET EV CHARGING SIGN PAINT SPECIAL AREA IDENTIFICATION BLADE SIGN DIMENSIONAL SIGN QTY MESSAGE COMMENTS SIGN TYPE A FACILITY MANAGEMENT JANITORIAL MAIN POINT OF PRESENCE MAIN DISTRIBUTION FRAME MECHANICAL ELECTRICAL LOADING DOCK AND SERVICE ELEVATOR ELEVATOR CONTROL EDINA ART CENTER ELECTRICAL EDINA ART CENTER WORKSHOP ELECTRICAL STAFF BIKE STORAGE OFFICE OFFICE SERVICE ELEVATOR JANITORIAL BOOK DROP HOLDS STUDY STORAGE STUDY STUDY MULTI-PURPOSE ROOM STUDY STUDY WELLNESS CONFERENCE ROOM STAFF WORKROOM INTERMEDIATE DISTRIBUTION FRAME ELECTRICAL HUDDLE ROOM FOCUS ROOM VIRTUAL CONFERENCE ROOM CONFERENCE ROOM STORAGE STUDY VIRTUAL CONFERENCE ROOM CONFERENCE ROOM BREAKROOM WELLNESS OFFICE OFFICE OFFICE OUTDOOR KILNS KILN STORAGE GALLERY THE LOFT STORAGE EDINA ART CENTER OFFICE JANITORIAL EDINA ART CENTER MAIN DISTRIBUTION FRAME INTERMEDIATE DISTRIBUTION FRAME STUDIO 1 STAFF ONLY STORAGE LOCKERS CERAMICS 1 WORK IN PROGRESS CERAMICS 2 WORK IN PROGRESS JANITORIAL STAFF ONLY STORAGE GLAZE ROOM GLAZE MIX ROOM SPRAY ROOM CERAMICS 3 WORK IN PROGRESS STUDIO 3 STORAGE STUDIO 2 STAFF ONLY KILN ROOM WELLNESS COMMUNITY MEETING ROOM STORAGE AV ROOF TERRACE SIGN TYPE B QTY MESSAGE COMMENTS SEVERE WEATHER SHELTER AREA SEVERE WEATHER SHELTER AREA VERTICAL SIGN HOLDER FOR ROTATING ANNOUNCEMENTS HORIZONTAL SIGN HOLDER FOR EVACUATION PLAN SIGN HOLDER FOR STAFF NAME VERTICAL SIGN HOLDER FOR ROTATING ANNOUNCEMENTS HORIZONTAL SIGN HOLDER FOR EVACUATION PLAN SIGN HOLDER FOR STAFF NAME VERTICAL SIGN HOLDER FOR ROTATING ANNOUNCEMENTS HORIZONTAL SIGN HOLDER FOR EVACUATION PLAN TYPE LOWER LEVEL 1 A2-001 1 A2-002 1 A2-004 1 A2-005 1 A2-006 1 A2-007 1 A2-009 1 A2-010 1 A2-011 1 A2-012 1 A2-014 1 A2-016 LEVEL 1 A1-122 A1-125 A1-134 A2-105 A2-107 A2-108 A2-109 A2-110 A2-111 A2-112 A2-113 A2-114 A2-115 A2-117 A2-118 A2-119 A2-123 A2-124 A2-126 A2-127 A2-128 A2-129 A2-131 A2-132 A2-133 A2-135 A2-136 A2-139 LEVEL 2 A1-208 A1-211 A1-220 A2-50 A2-51 A2-202 A2-203 A2-204 A2-210 A2-213 A2-215 A2-216 A2-217 A2-218 A2-219 A2-221 A2-221A A2-222 A2-222A A2-223 A2-224 A2-226 A2-226A A2-226B A2-227 A2-227A A2-228 A2-229 A2-232 A2-233 A2-234 A2-235 A2-238 A2-239 A2-240 A2-241 1 1 1 1 1 2 1 1 1 1 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 1 1 2 1 3 2 1 2 TYPE LOWER LEVEL 1 B1 2 B3 B6 LEVEL 1 B1 B2 B3 B6 LEVEL 2 B2 B3 B6 2 1 2 7 2 3 5 2 i t v r . e r u t c e t i h c r A _ 4 2 R _ 1 2 0 3 2 0 2 / y r a r b L e a d h t u o S 1 2 0 3 2 0 2 / / : s c o D k s e d o t u A l M A 7 5 : 3 3 : 1 1 5 2 0 2 / 7 2 / 6 . d t L , e l t s a c k c o R & r e r e h c S , r e y e M t h g i r y p o C 3 2 0 2 i g n w a r D Architecture and Interiors Civil and Landscape Structural and Facade Mechanical, Electrical and Plumbing Technology Lighting EOR Studio NYL Victus Engineering KCL Mazzetti Acoustic KRA 510 Marquette Avenue South, Suite 200 Minneapolis, MN 55402 | 612.375.0336 MSR Project No: 2023021 1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651. 770.8448 219 N 2nd Street #120 Minneapolis, Minnesota 55401 | 303.558.3145 2327 Wycliff St Suite 230, St Paul, MN 55114 | 612.859.8299 300 4th St, West Des Moines, IA 50265 | 515.724.7938 1999 Broadway, Denver, CO 80202 | 720.644.5032 4826 Chicago Ave, Minneapolis, MN 55417 | 612.374.3800 Owner Hennepin County Minnesota Facility Services Department A2208 Government Center, 300 South Sixth Street Minneapolis, MN 55487 | 612-596-6949 Southdale Library + Edina Art Center 7001 York Ave S, Edina, MN 55435 I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the Laws of the State of Minnesota. Signature Print Name Matthew Kruntorad Date 6/27/2025 License No 48542 County Project No: 1005259 County Contract No: PR00006399 County Facilty No: 071 County Project Manger: Liz Veaderko ISSUE / REVISION 100% CONSTRUCTION DOCS Mark Date 06-27-2025 100% CONSTRUCTION DOCS Description SIGNAGE SPECIFICATIONS AND SCHEDULES A751 Page 106 of 202 INTERIOR SIGNS | A1 ROOM NUMBER OR NAME (PLAQUE) CHARACTERS Font Case Align Height Color Myriad Pro UPPER CASE Left, see details See details Cool grey 228 (Braille-Tec by Advance Corporation) 8 1/2" 3/4" MATERIALS Material Color Acrylic Classic white 232 (Braille-Tec by Advance Corporation) MOUNTING Flush mount using VHB tape, per installation instructions in the sign specifications section and the locations detailed in the sign locations section. When mounted on glass and not accompanied by another sign on the opposite side of the glass, Contractor to provide color matching acrylic back panel to hide tape. Signs to be mounted on finish walls other than painted gypsum walls to be noted in shop drawings, and proper installation and mounting methods shall be approved before fabrication. BRAILLE Raised Grade 2 Braille, clear. To adhere to the Americans with Disabilities Act Accessibility Guidelines (ADAAG). " 3 " 2 / 1 " 1 " 4 / 1 " 2 / 1 MAIN TEXT A1 ELEVATION INTERIOR SIGNS | A2 COMPLEX ROOM NAME CHARACTERS Font Case Align Height Color Myriad Pro UPPERCASE Left, see details See details Cool grey 228 (Braille-Tec by Advance Corporation) MATERIALS Material Color Corporation) Acrylic Classic white 232 (Braille-Tec by Advance MOUNTING Flush mount using VHB tape, per installation instructions in the sign specifications section and the locations detailed in the sign locations section. " 6 When mounted on glass and not accompanied by another sign on the opposite side of the glass, Contractor to provide color matching acrylic back panel to hide tape. Signs to be mounted on finish walls other than painted gypsum walls to be noted in shop drawings, and proper installation and mounting methods shall be approved before fabrication. BRAILLE Raised Grade 2 Braille, clear. To adhere to the Americans with Disabilities Act Accessibility Guidelines (ADAAG). 8 1/2" 3/4" 407 MAIN TEXT SECOND LINE TEXT 1/32" TACTILE GRAPHICS FONT: MYRIAD PRO TYPE 2 RASTER BRAILLE, PAINTED TO MATCH BACKGROUND 1/32" TACTILE GRAPHICS FONT: MYRIAD PRO A2 ELEVATION INTERIOR SIGNS | B1 SEVERE WEATHER SHELTER AREA CHARACTERS Font Case Align Height Color Myriad Pro (Bold Room Numbers) UPPERCASE Left, UNO see details 5/8”, UNO see details Cool grey 228 (Braille-Tec by Advance Corporation) MATERIALS Material Color PICTOGRAM Color Acrylic Classic white 232 (Braille-Tec by Advance Corporation) Cool grey 228 (Braille-Tec by Advance Corporation) MOUNTING Flush mount using VHB tape, per installation instructions in the sign specifications section and the locations detailed in the sign locations section. When mounted on glass and not accompanied by another sign on the opposite side of the glass, Contractor to provide color matching acrylic back panel to hide tape. Signs to be mounted on finish walls other than painted gypsum walls to be noted in shop drawings, and proper installation and mounting methods shall be approved before fabrication. " 9 " 1 " 4 " 2 1 / " 1 1" 10" 8" 1" SEVERE WEATHER SHELTER AREA " 8 5 / " 8 5 / B1 ELEVATION INTERIOR SIGNS | B2 PARTIAL WINDOW (CHANGEABLE INSERT) MATERIALS Material Color Acrylic Classic white 232 (Braille-Tec by Advance Corporation) 8 1/2" MOUNTING Flush mount using VHB tape, per installation instructions in the sign specifications section and the locations detailed in the sign locations section. When mounted on glass and not accompanied by another sign on the opposite side of the glass, Contractor to provide color matching acrylic back panel to hide tape. " 6 Signs to be mounted on finish walls other than painted gypsum walls to be noted in shop drawings, and proper installation and mounting methods shall be approved before fabrication. " 4 3 / " 2 1 / " 4 3 / " 2 1 / / " 2 1 4 W O D N W I / " 2 1 5 I Y T V A C " 1 1/2" 1/4" FOAM TAPE UNDER STRIPE 3/4" STRIPE TO MATCH BACKGROUND COLOR 3/8" K C A B D E T N A P I 1/4" FOAM TAPE UNDER STRIPE 3/4" STRIPE TO MATCH BACKGROUND COLOR VHB TAPE 1/8" CLEAR ACRYLIC BACK PAINTED AT HATCHED AREA 3/16" CLEAR ACRYLIC BACK PAINTED THUMB NOTCH 1/8" CLEAR ACRYLIC BACK PAINTED AT HATCHED AREA VHB TAPE B2 ELEVATION CHANGEABLE INSERT BY STAFF FOR 5 1/2" x 8 1/2" PAPER B2 SECTION INTERIOR SIGNS | B3 FULL WINDOW (CHANGEABLE INSERT) MATERIALS Material Color Acrylic Classic white 232 (Braille-Tec by Advance Corporation) 8 1/2" MOUNTING Flush mount using VHB tape, per installation instructions in the sign specifications section and the locations detailed in the sign locations section. When mounted on glass and not accompanied by another sign on the opposite side of the glass, Contractor to provide color matching acrylic back panel to hide tape. Signs to be mounted on finish walls other than painted gypsum walls to be noted in shop drawings, and proper installation and mounting methods shall be approved before fabrication. " 2 1 / " 8 / 7 1 1 " 4 / 3 0 1 " 8 / 5 8 1/2" X 11" PRINTED INSERT 11/8" THICK SINTRA BACKER 1/16" CLEAR ROWMARK SPACERS 1" FINGER NOTCH CUT-OUT IN BACKER PLATE 1/8" NON-GLARE ACRYLIC LENS, MASKED AND PAINTED 2ND SURFACE INCLUDING ALL EDGES B3 ELEVATION B3 SECTION CHANGEABLE INSERT BY STAFF FOR 8 1/2" x 11" PAPER INTERIOR SIGNS | B6 HORIZONTAL TABLOID WINDOW (CHANGEABLE INSERT) MATERIALS Material Color Acrylic Classic white 232 (Braille-Tec by Advance Corporation) MOUNTING Flush mount using VHB tape, per installation instructions in the sign specifications section and the locations detailed in the sign locations section. When mounted on glass and not accompanied by another sign on the opposite side of the glass, Contractor to provide color matching acrylic back panel to hide tape. Signs to be mounted on finish walls other than painted gypsum walls to be noted in shop drawings, and proper installation and mounting methods shall be approved before fabrication. ATTIC STOCK Contractor to provide 10 additional as attic stock. 17" 1/2" FOAM TAPE " 8 / 3 0 1 W O D N W I " 8 / 1 1 1 I Y T V A C " 1 1/2" FINGER NOTCH CUT OUT OF .040 PETO BACKER CENTER TOP TO BOTTOM FOAM TAPE 1/2" FOAM TAPE " 8 / 1 2 1 " 8 / 7 " 8 / 7 B6 ELEVATION CHANGEABLE INSERT BY STAFF FOR 11" x 17" PAPER i t v r . e r u t c e t i h c r A _ 4 2 R _ 1 2 0 3 2 0 2 / y r a r b L e a d h t u o S 1 2 0 3 2 0 2 / / : s c o D k s e d o t u A l INTERIOR SIGNS | C2 ALL GENDER RESTROOM (PICTOGRAM) CHARACTERS Font Case Align Height Color Myriad Pro (Bold Room Numbers) UPPERCASE CENTER, UNO see details 5/8”, UNO see details Cool grey 228 (Braille-Tec by Advance Corporation) 8 1/2" 1" EQ EQ 1" MATERIALS Material Color Acrylic Classic white 232 (Braille-Tec by Advance Corporation) PICTOGRAM Dashed area represents placement of pictogram MOUNTING Flush mount using VHB tape, per installation instructions in the sign specifications section and the locations detailed in the sign locations section. Signs to be mounted on finish walls other than painted gypsum walls to be noted in shop drawings, and proper installation and mounting methods shall be approved before fabrication. BRAILLE Raised Grade 2 Braille, clear. To adhere to the Americans with Disabilities Act Accessibility Guidelines (ADAAG). " 9 " 1 " 2 / 1 4 " 4 / 3 " 2 / 1 " 1 ALL GENDER RESTROOM " 8 / 5 " 8 / 5 1/32" TACTILE GRAPHICS 1/32" TACTILE GRAPHICS FONT: MYRIAD PRO TYPE 2 RASTER BRAILLE, PAINTED TO MATCH BACKGROUND INTERIOR SIGNS| C4 WOMEN'S RESTROOM, ACCESSIBLE (PICTOGRAM) CHARACTERS Font Case Align Height Myriad Pro (Bold Room Numbers) UPPERCASE Center, UNO see details 5/8”, UNO see details 8 1/2" MATERIALS Material Color Rowmark Acrylic White to match PT-2A ___ PICTOGRAM Dashed area represents placement of pictogram MOUNTING Flush mount using VHB tape, per installation instructions in the sign specifications section and the locations detailed in the sign locations section. Signs to be mounted on finish walls other than painted gypsum walls to be noted in shop drawings, and proper installation and mounting methods shall be approved before fabrication. BRAILLE Raised Grade 2 Braille, clear. To adhere to the Americans with Disabilities Act Accessibility Guidelines (ADAAG). 1" EQ EQ 1" " " 9 9 " 8 / 5 " 1 MAIN TEXT " 2 " 2 / 1 4 " 2 / 1 2 " 8 / 1 3 1/32" TACTILE GRAPHICS 1/32" TACTILE GRAPHICS FONT: MYRIAD PRO TYPE 2 RASTER BRAILLE, PAINTED TO MATCH BACKGROUND 8 1/2" 8 1/2" 1" EQ EQ 1" 1" EQ EQ 1" C2-1 ELEVATION C4 ELEVATION " 9 " 1 / " 2 1 4 " 4 3 / " 2 1 / " 1 1/32" TACTILE GRAPHICS " 9 ALL GENDER RESTROOM " 8 5 / " 8 5 / 1/32" TACTILE GRAPHICS FONT: MYRIAD PRO TYPE 2 RASTER BRAILLE, PAINTED TO MATCH BACKGROUND " 1 / " 2 1 4 " 4 3 / " 2 1 / " 1 C2-0 ELEVATION C2-2 ELEVATION " 9 " 1 / " 2 1 4 " 4 3 / " 2 1 / " 1 C2-3 ELEVATION ALL GENDER RESTROOM " 8 5 / " 8 5 / 8 1/2" 1" EQ EQ 1" ALL GENDER RESTROOM " 8 5 / " 8 5 / 1/32" TACTILE GRAPHICS 1/32" TACTILE GRAPHICS FONT: MYRIAD PRO TYPE 2 RASTER BRAILLE, PAINTED TO MATCH BACKGROUND 1/32" TACTILE GRAPHICS 1/32" TACTILE GRAPHICS FONT: MYRIAD PRO TYPE 2 RASTER BRAILLE, PAINTED TO MATCH BACKGROUND INTERIOR SIGNS | C6 MEN'S RESTROOM, ACCESSIBLE (PICTOGRAM) CHARACTERS Font Case Align Height Color Myriad Pro (Bold Room Numbers) UPPERCASE Center, UNO see details 5/8”, UNO see details Cool grey 228 (Braille-Tec by Advance Corporation) 8 1/2" 1" EQ EQ 1" MATERIALS Material Color Acrylic Classic white 232 (Braille-Tec by Advance Corporation) PICTOGRAM Dashed area represents placement of pictogram MOUNTING Flush mount using VHB tape, per installation instructions in the sign specifications section and the locations detailed in the sign locations section. Signs to be mounted on finish walls other than painted gypsum walls to be noted in shop drawings, and proper installation and mounting methods shall be approved before fabrication. BRAILLE Raised Grade 2 Braille, clear. To adhere to the Americans with Disabilities Act Accessibility Guidelines (ADAAG). " 2 / " 2 1 4 / " 2 1 2 / " 8 1 3 1/32" TACTILE GRAPHICS 1/32" TACTILE GRAPHICS FONT: MYRIAD PRO TYPE 2 RASTER BRAILLE, PAINTED TO MATCH BACKGROUND " 9 " 8 5 / " 1 C6 ELEVATION MAIN TEXT INTERIOR SIGNS | C11 STAIRWELL IDENTIFICATION POSTING CHARACTERS Font Case Align Height Color Myriad Pro (Bold Room Numbers) UPPERCASE Center, UNO see details See details Cool grey 228 (Braille-Tec by Advance Corporation) MATERIALS Material Color Corporation) Acrylic Classic white 232 (Braille-Tec by Advance MOUNTING Flush mount using VHB tape, per installation instructions in the sign specifications section and the locations detailed in the sign locations section. Signs to be mounted on finish walls other than painted gypsum walls to be noted in shop drawings, and proper installation and mounting methods shall be approved before fabrication. BRAILLE Raised Grade 2 Braille, clear. To adhere to the Americans with Disabilities Act Accessibility Guidelines (ADAAG). / " 2 1 1 " 2 / 1 3 " 6 " 6 - ' 1 " 2 / 1 "5 2 / 1 3 " 2 " 1 C11 ELEVATION 1' - 0" EQ EQ STAIR 4 LEVELS 1-4 1 1/2" CHARACTER HEIGHT 1" CHARACTER HEIGHT 5" CHARACTER HEIGHT 1" CHARACTER HEIGHT 1" CHARACTER HEIGHT 1" CHARACTER HEIGHT LEVEL 1 EXIT THIS LEVEL INTERIOR SIGNS | C8.1 ASSISTIVE LISTENING DEVICES (PICTOGRAM) CHARACTERS Font Case Align Height Color Myriad Pro UPPERCASE Center, UNO see details 1/2”, UNO see details Cool grey 228 (Braille-Tec by Advance Corporation) 8 1/2" 1" EQ EQ 1" MATERIALS Material Color Acrylic Classic white 232 (Braille-Tec by Advance Corporation) PICTOGRAM Dashed area represents placement of pictogram MOUNTING Flush mount using VHB tape, per installation instructions in the sign specifications section and the locations detailed in the sign locations section. Signs to be mounted on finish walls other than painted gypsum walls to be noted in shop drawings, and proper installation and mounting methods shall be approved before fabrication. BRAILLE Raised Grade 2 Braille, clear. To adhere to the Americans with Disabilities Act Accessibility Guidelines (ADAAG). " 1 / " 2 1 4 / " 2 1 1 ASSISTIVE LISTENING DEVICES " 9 " 2 1 / " 4 3 / C8.1 ELEVATION INTERIOR SIGNS | C10 & C17 DIRECTION TO ACCESSIBLE FACILITIES (PLAQUE) CHARACTERS Font Case Align Height Color Myriad Pro (Bold Room Numbers) UPPER CASE Center, see details 5/8” high Cool grey 228 (Braille-Tec by Advance Corporation) 8 1/2" MATERIALS Material Color Acrylic Classic white 232 (Braille-Tec by Advance Corporation) MOUNTING Flush mount using VHB tape, per installation instructions in the sign specifications section and the locations detailed in the sign locations section. Signs to be mounted on finish walls other than painted gypsum walls to be noted in shop drawings, and proper installation and mounting methods shall be approved before fabrication. " 3 " 4 3 / " 2 1 / " 4 3 / MAIN TEXT SECONDARY TEXT " 2 1 / " 2 1 / C10 & C17 ELEVATION INTERIOR SIGNS | C12 (PLAQUE) CHARACTERS Font Case Align Height Color Myriad Pro (Bold Room Numbers) UPPER CASE Left, see details 5/8” high Cool grey 228 (Braille-Tec by Advance Corporation) 3/4" 8 1/2" MATERIALS Material Color Acrylic Classic white 232 (Braille-Tec by Advance Corporation) MOUNTING Flush mount using VHB tape, per installation instructions in the sign specifications section and the locations detailed in the sign locations section. " 3 MAIN TEXT 1/32" TACTILE GRAPHICS TYPE 2 RASTER BRAILLE, PAINTED TO MATCH BACKGROUND Signs to be mounted on finish walls other than painted gypsum walls to be noted in shop drawings, and proper installation and mounting methods shall be approved before fabrication. C12 ELEVATION INTERIOR SIGNS | C16 MAXIMUM OCCUPANCY CHARACTERS Font Case Align Height Color Myriad Pro (Bold Room Numbers) UPPERCASE See details See details Cool grey 228 (Braille-Tec by Advance Corporation) MATERIALS Material Color Corporation) Acrylic Classic white 232 (Braille-Tec by Advance MOUNTING Flush mount using VHB tape, per installation instructions in the sign specifications section and the locations detailed in the sign locations section. When mounted on glass and not accompanied by another sign on the opposite side of the glass, Contractor to provide color matching acrylic back panel to hide tape. Signs to be mounted on finish walls other than painted gypsum walls to be noted in shop drawings, and proper installation and mounting methods shall be approved before fabrication BRAILLE Raised Grade 2 Braille, clear. To adhere to the Americans with Disabilities Act Accessibility Guidelines (ADAAG). 8 1/2" 1/2" 0" MAXIMUM OCCUPANCY " 8 / 5 " 8 / 5 " 2 / 1 " 2 / 1 1 " 2 / 1 2 " 6 100 " 2 / 1 1" HIGH TEXT, BOLD " 2 / 1 " 2 / 1 1 " 2 / 1 2 " 6 " 2 / 1 1 " 2 / 1 8 1/2" 1/2" 1/2" MAXIMUM OCCUPANCY COMBINED NORTH ROOM ONLY 150 49 3/8" HIGH TEXT, LEFT ALIGN C16-1 ELEVATION C16-2 ELEVATION 1" HIGH TEXT, BOLD, RIGHT ALIGN " 8 / 5 " 8 / 5 " 8 / 5 " 8 / 5 8 1/2" 1/2" 1/2" MAXIMUM OCCUPANCY COMBINED SOUTH ROOM ONLY 150 101 " 2 / 1 " 2 / 1 1 " 2 / 1 2 " 6 " 2 / 1 1 " 2 / 1 C16-3 ELEVATION 3/8" HIGH TEXT, LEFT ALIGN 1" HIGH TEXT, BOLD, RIGHT ALIGN M A 2 0 : 4 3 : 1 1 5 2 0 2 / 7 2 / 6 . d t L , e l t s a c k c o R & r e r e h c S , r e y e M t h g i r y p o C 3 2 0 2 i g n w a r D Architecture and Interiors Civil and Landscape Structural and Facade Mechanical, Electrical and Plumbing Technology Lighting EOR Studio NYL Victus Engineering KCL Mazzetti Acoustic KRA 510 Marquette Avenue South, Suite 200 Minneapolis, MN 55402 | 612.375.0336 MSR Project No: 2023021 1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651. 770.8448 219 N 2nd Street #120 Minneapolis, Minnesota 55401 | 303.558.3145 2327 Wycliff St Suite 230, St Paul, MN 55114 | 612.859.8299 300 4th St, West Des Moines, IA 50265 | 515.724.7938 1999 Broadway, Denver, CO 80202 | 720.644.5032 4826 Chicago Ave, Minneapolis, MN 55417 | 612.374.3800 Owner Hennepin County Minnesota Facility Services Department A2208 Government Center, 300 South Sixth Street Minneapolis, MN 55487 | 612-596-6949 Southdale Library + Edina Art Center 7001 York Ave S, Edina, MN 55435 County Project No: 1005259 County Contract No: PR00006399 County Facilty No: 071 County Project Manger: Liz Veaderko Signature Print Name Matthew Kruntorad Date 6/27/2025 License No 48542 I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the Laws of the State of Minnesota. ISSUE / REVISION 100% CONSTRUCTION DOCS Mark Date 06-27-2025 100% CONSTRUCTION DOCS Description SIGNAGE DETAILS A752 Page 107 of 202 LIBRARY SIGNS | F1 COLLECTION END PANEL SIGN -- FULL WINDOW (CHANGEABLE INSERT) CHARACTERS Font Case Align Height Color Myriad Pro UPPERCASE See details See details Cool grey 228 (Braille-Tec by Advance Corporation) 8 1/2" 9/16" 5/8" 9/16" 5/8" MATERIALS Material Color Acrylic Classic white 232 (Braille-Tec by Advance Corporation) MOUNTING Flush mount using VHB tape, per installation instructions in the sign specifications section and the locations detailed in the sign locations section. Signs to be mounted on finish walls other than painted gypsum walls to be noted in shop drawings, and proper installation and mounting methods shall be approved before fabrication. ATTIC STOCK Contractor to provide 10 additional as attic stock. " " 4 4 / / 3 3 1 1 1 1 " 1 1 " 8 / 3 " 8 / 7 1 " 2 / 1 " 4 / 1 " 4 / 1 " 4 / 1 " 2 / 1 " 8 / 5 1 " 4 / 1 " 8 / 3 MAIN TEXT MAIN TEXT .375" THICK ACRYLIC BACKGROUND, PNT-3 8-1/2"W X 11"H INSERT 1" FINGER NOTCH CUT-OUT IN BACKER PLATE MAIN TEXT MAIN TEXT .375" THICK ACRYLIC BACKGROUND, PNT-3 F1 ELEVATION CHANGEABLE INSERT BY STAFF FOR 8 1/2" X 11" PAPER LIBRARY SIGNS | F2 COLLECTION SHELF CANOPY TOP (CHANGEABLE INSERT) MATERIALS Material Color Acrylic Classic white 232 (Braille-Tec by Advance Corporation) ATTIC STOCK Contractor to provide 5 additional as attic stock. 17" 1/8" WHITE SINTRA SPACERS 1/16" NON-GLARE ACRYLIC LENS, MASKED AND PAINTED 2ND SURFACE WHITE. INCLUDING ALL EDGES 1/2" WHITE SINTRA CENTER SPINE 1/16" NON-GLARE ACRYLIC LENS. MASKED AND PAINTED 2ND SURFACE WHITE INCLUDING ALL EDGES 1" FINGER NOTCH CUT-OUT IN BACKER PLATE 17" X 5 1/2" PRINTED INSERT 1" BASE. CENTER OF BASE IS RECESSED TO ALLOW FOR BACKER TO BE PLACED INSIDE AND MECHANICALLY FASTENED AND GLUES. (4) SHELF - ADHESIVE RUBBER FEET / " 8 7 8 " 1 F2 ELEVATION CHANGEABLE INSERT BY STAFF FOR 17" X 5 1/2" PAPER LIBRARY SIGNS | F3 BROWSER BIN SIGN (CHANGEABLE INSERT) MATERIALS Material Color Acrylic Classic white 232 (Braille-Tec by Advance Corporation) ATTIC STOCK Contractor to provide 10 additional as attic stock. 1/16" CLEAR, LASER-CUT ACRYLIC SPACERS. SPACERS HAVE ADHESIVE ON BOTH FACES. BOTH SPACERS ARE 1/4" (H) X 4 1/4" (W) X 1/32" (D) 1/4" STRIP OF VHB TAPE APPLIED TO BACKER TO ALLOW MOUNTING TO WALL 1/8" WHITE SINTRA BACKER 4 1/4" 4" X 2.5" PRINTED INSERT / " 4 1 3 " 8 3 / / " 2 1 2 " 8 3 / 1/16" NON-GLARE ACRYLIC LENS, MASKED AND PAINTED 2ND SURFACE WHITE INCLUDING ALL EDGES F3 ELEVATION CHANGEABLE INSERT BY STAFF FOR 3 x 2 1/2" PAPER LIBRARY SIGNS | F4 COMPUTER WORKSTATION SIGN (CHANGEABLE INSERT) MATERIALS Material Color Acrylic Classic white 232 (Braille-Tec by Advance Corporation) ATTIC STOCK Contractor to provide 6 additional as attic stock. 5" 1/16" NON-GLARE ACRYLIC LENS. MASKED AND PAINTED 2ND SURFACE WHITE INCLUDING ALL EDGES, WITH 1/16" ACRYLIC SPACERS 1 1/8" 7/8" " 2 1 / " 3 " 2 " 2 1 / 3 MM DIBOND CORE PAINTED ALL SIDES INCLUDING EDGES, WHITE 1" FINGER NOTCH CUT-OUT IN BACKER PLATE JRS, MODIFIED STOCK FLAG BRACKET, PAINTED WHITE CHANGEABLE INSERT ON BOTH SIDES F4 ELEVATION CHANGEABLE INSERT BY STAFF FOR 3 x 2 1/2" PAPER INTERIOR SIGNS | G2 FILM/DECAL CHARACTERS Font Case Align Height Myriad Pro UPPERCASE See details and elevation See details MATERIALS Material Color Non PVC film FILM-3 White, U.N.O. PICTOGRAM Material Color Non PVC film FILM-3 White, U.N.O. MOUNTING Film to be applied to the inside of glass, U.N.O. " 4 / 1 1 " 3 " 8 / 3 0 - ' 1 " 1 " 4 / 3 2 " 4 / 3 4 " 8 / 5 4 - ' 1 " 2 / 1 8 i t v r . e r u t c e t i h c r A _ 4 2 R _ 1 2 0 3 2 0 2 / y r a r b L e a d h t u o S 1 2 0 3 2 0 2 / / : s c o D k s e d o t u A l CENTER ON GLAZING CENTER ON GLAZING EQ EQ EQ EQ SOUTHDALE LIBRARY EDINA ART CENTER MONDAY TUESDAY WEDNESDAY THURSDAY FRIDAY SATURDAY SUNDAY G2-6 ELEVATION 9-8 9-8 9-8 9-8 9-5 9-5 12-5 3 1/2" MONDAY TUESDAY WEDNESDAY THURSDAY FRIDAY SATURDAY SUNDAY G2-7 ELEVATION 9-8 9-8 9-8 9-8 9-5 9-4 CLOSED " 4 / 1 1 " 3 " 8 / 3 0 - ' 1 " 8 / 5 4 - ' 1 NO SMOKING Q E Q E CENTER TO TEXT " 2 / 1 3 HENNEPIN COUNTY BANS DANGEROUS WEAPONS ON THESE PREMISES AUTOMATIC CAUTION DOOR " 8 ACTIVATE SWITCH TO OPERATE 6" G2-1 ELEVATION G2-4 ELEVATION 6" 1/4" 1 1/4" 3 1/2" 1 1/4" INTERIOR SIGNS | G1 DIRECTIONAL BLADE SIGN CHARACTERS Font Case Align Height Color Myriad Pro UPPERCASE Center See details Cool grey 228 (Braille-Tec by Advance Corporation) MATERIALS Material Color Aluminum White to match PT-A in material list, paint type to match CTG-2 PICTOGRAM Hatched and dashed area represents placement of pictogram. Refer to signage schedule for pictogram and characters per location. MOUNTING Ensure that sign is attached securely to the wall/blocking with adequate- length screws. Mounting hardware as required to secure sign to wall surface. Sign fabricator to field verify all locations prior to install to determine appropriate hardware. Sign fabricator to field verify mounting locations and adjust mounting per location as needed to accommodate variations in conditions. Sign fabricator to confirm mounting heights are permitted with ceiling heights at each location prior to install. Refer to signage message schedule for message per location. " 3 " 2 / 1 3 " 6 - ' 1 " 0 - ' 1 " 5 " 2 / 1 3 " 3 INTERIOR SIGNS | G8 DIRECTIONAL BLADE SIGN AT ACP-3 & MPNL-1A/B CHARACTERS Font Case Align Height Color Myriad Pro UPPERCASE Center See details Cool grey 228 (Braille-Tec by Advance Corporation) 8" 1 1/4" 3 1/2" 1/4" 1 1/4" 2" 8" 1/4" 8" 1/4" 1 1/4" 3 1/2" 1 1/4" 2" 1 1/4" 3 1/2" 1 1/4" 2" MATERIALS Material Color Aluminum White to match PT-A in material list, paint type to match CTG-2 " 4 / 3 1 " 4 / 1 1 REFER TO SIGNAGE SCHEDULE FOR PICTOGRAMS PER LOCATION ALUMINUM PICTOGRAM Hatched and dashed area represents placement of pictogram. Refer to signage schedule for pictogram and characters per location. MOUNTING Ensure that sign is attached securely to the wall/blocking with adequate- length screws. Mounting hardware as required to secure sign to wall surface. Sign fabricator to field verify all locations prior to install to determine appropriate hardware. Sign fabricator to field verify mounting locations and adjust mounting per location as needed to accommodate variations in conditions. Sign fabricator to confirm mounting heights are permitted with ceiling heights at each location prior to install. Refer to signage message schedule for message per location. " 2 / 1 3 " 4 / 3 1 " 4 / 1 9 " 6 - ' 1 " 2 / 1 2 - ' 1 / " 4 3 1 H O L D S 1 1/4" HIGH TEXT EQUAL SPACING BETWEEN LETTERS " 6 - ' 1 " 2 / 1 3 - ' 1 ALUMINUM / " 4 1 1 W E L L N E S S REFER TO SIGNAGE SCHEDULE FOR PICTOGRAMS PER LOCATION " 3 1 1/4" HIGH TEXT EQUAL SPACING BETWEEN LETTERS ALUMINUM " 2 / 1 3 " 6 - ' 1 " 0 - ' 1 " 5 " 2 / 1 3 " 3 G1-1 PICTOGRAM CENTER PICTOGRAM ON CHARACTERS G8-1 PICTOGRAM WITH CHARACTERS CENTER PICTOGRAM ON CHARACTERS G8-4 CHARACTERS ONLY CENTER CHARACTERS G8-2 & G8-3 PICTOGRAM CENTER PICTOGRAM ON CHARACTERS ALUMINUM CONTINUOUS WELD AND GRIND SMOOTH, TYP. COUNTERSUNK FASTENER FINISH HEAD TO MATCH THE ALUMINUM PLATE " 4 1 / / " 2 1 2 CONTINUOUS WELD AND GRIND SMOOTH, TYP. COUNTERSUNK FASTENER FINISH HEAD TO MATCH THE ALUMINUM PLATE " 4 1 / / " 2 1 2 G1 PLAN DETAILS G1 PLAN DETAILS INTERIOR SIGNS | G3 DEDICATION PLAQUE MATERIALS Material Bronze CHARACTERS Artwork provided by owner MOUNTING Use hidden stud mount technique, see section. BRAILLE Raised Grade 2 Braille, clear. To adhere to the Americans with Disabilities Act Accessibility Guidelines (ADAAG). INTERIOR SIGNS | G4 DIRECTORY BLADE SIGN CHARACTERS Font Case Align Height Color Myriad Pro UPPERCASE See elevations See elevations Cool grey 228 (Braille-Tec by Advance Corporation) MATERIALS Material Color Aluminum White to match PT-A in material list, paint type to match CTG-2 FABRICATION Sign fabricator to field verify all locations prior to install to determine appropriate hardware. Sign fabricator to field verify mounting locations and adjust mounting per location as needed to accommodate variations in conditions. Sign fabricator to confirm mounting heights are permitted with ceiling heights at each location prior to install. COUNTERSUNK FASTENER FINISH HEAD TO MATCH THE ALUMINUM PLATE 1' - 5" ARTWORK BY OWNER " 1 1 RETURN EDGE TO CONCEAL ATTACHMENT HARDWARE PROVIDE BLOCKING AS REQUIRED PROVIDE ATTACHMENT POINTS FOR MOUNTING HARDWARE CAST INTO THE PLAQUE FOR BLIND MOUNTING, COORDINATE WITH MFR COUNTERSUNK FASTENER FINISH HEAD TO MATCH THE ALUMINUM PLATE " 0 - ' 1 G3-1 ELEVATION DEDICATION PLAQUE " 0 - ' 1 FRONT OF PLAQUE G3-1 SECTION CONTINUOUS WELD AND GRIND SMOOTH, TYP. " 4 / 1 G4 PLAN DETAILS INTERIOR SIGNS | G5 AREA IDENTIFICATION BLADE SIGN CHARACTERS Font Case Align Height Color Myriad Pro Title Case Left, see details 1 1/2” Cool grey 228 (Braille-Tec by Advance Corporation) CONTINUOUS WELD AND GRIND SMOOTH, TYP. MATERIALS Material Color Aluminum White to match PT-A in material list, paint type to match CTG-2 PICTOGRAM Dashed area represents placement of pictogram. See signage schedule for pictogram per location. FABRICATION Sign fabricator to field verify all locations prior to install to determine appropriate hardware. Sign fabricator to field verify mounting locations and adjust mounting per location as needed to accommodate variations in conditions. Sign fabricator to confirm mounting heights are permitted with ceiling heights at each location prior to install. Refer to signage message schedule for message per location. MOUNTING Flush mount using VHB tape, per installation instructions in the sign specifications section and the locations detailed in the sign locations section. " 4 1 / G5 PLAN DETAILS / " 2 1 1 7" 5" 1" 1" " 1 " 6 " 4 " 1 G5 ELEVATION INTERIOR SIGNS | G6 EV CHARGING SIGN CHARACTERS Font Case Align Color Myriad Pro - WHITE TEXT ON BLUE BACKGROUND UPPERCASE Center Cool grey 228 (Braille-Tec by Advance Corporation) MATERIALS Material Color Acrylic Classic white 232 (Braille-Tec by Advance Corporation) with PANTONE 293 U accent PICTOGRAM Graphic by architect MOUNTING Ensure that sign is attached securely to the wall/blocking with adequate- length screws. Mounting hardware as required to secure sign to wall surface. Sign fabricator to field verify all locations prior to install to determine appropriate hardware. No exposed fasteners allowed. Sign fabricator to field verify mounting locations and adjust mounting per location as needed to accommodate variations in conditions. " 6 - ' 1 Sign fabricator to confirm mounting heights are permitted with ceiling heights at each location prior to install. See elevation 10/A757 and specs for mounting on steel post. 1' - 0" ELECTRIC VEHICLE CHARGING EV FLEET VEHICLES ONLY G6 ELEVATION 1' - 0" 2" 1/4" 1' - 0" 2" 1/4" 1' - 0" 2" 1/4" Refer to signage message schedule for message per location. 1 1/4" 2" 3/4" 1 1/4" 2" 3/4" 1 1/4" 2" 3/4" MOUNTING See 24/A571 details for installation at metal panel MPNL-1B. " 4 - ' 1 " 2 " 2 " 2 / 1 2 " 2 " 2 / 1 2 " 3 " 2 2 EDINA ART CENTER MEETING ROOM LIBRARY 1 P PARKING ALIGN TEXT HORIZONTAL CENTERLINE TO FLOOR NUMBER HORIZONTAL CENTERLINE, TYP. MOUNTING HARDWARE AS REQUIRED TO SECURE SIGN TO WALL SURFACE 1/2" TEXT 3/4" TEXT " 4 - ' 1 " 2 " 2 " 2 / 1 2 " 3 " 2 / 1 2 " 2 " 2 EDINA ART CENTER MEETING ROOM 2 1 P PARKING LIBRARY 1/2" TEXT ALIGN TEXT HORIZONTAL CENTERLINE TO FLOOR NUMBER HORIZONTAL CENTERLINE, TYP. MOUNTING HARDWARE AS REQUIRED TO SECURE SIGN TO WALL SURFACE 3/4" TEXT 1/2" TEXT " 4 - ' 1 " 2 " 3 " 2 / 1 2 " 2 " 2 / 1 2 " 2 " 2 2 1 EDINA ART CENTER MEETING ROOM LIBRARY P PARKING ALIGN TEXT HORIZONTAL CENTERLINE TO FLOOR NUMBER HORIZONTAL CENTERLINE, TYP. MOUNTING HARDWARE AS REQUIRED TO SECURE SIGN TO WALL SURFACE 1/2" TEXT WHITE BACKGROUND WITH BLACK TEXTS FLOOR NUMBER TO ALIGN CENTER, TYP. G4-1 ELEVATION G4-2 ELEVATION G4-1 ELEVATION M A 5 0 : 4 3 : 1 1 5 2 0 2 / 7 2 / 6 . d t L , e l t s a c k c o R & r e r e h c S , r e y e M t h g i r y p o C 3 2 0 2 i g n w a r D Architecture and Interiors Civil and Landscape Structural and Facade Mechanical, Electrical and Plumbing Technology Lighting EOR Studio NYL Victus Engineering KCL Mazzetti Acoustic KRA 510 Marquette Avenue South, Suite 200 Minneapolis, MN 55402 | 612.375.0336 MSR Project No: 2023021 1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651. 770.8448 219 N 2nd Street #120 Minneapolis, Minnesota 55401 | 303.558.3145 2327 Wycliff St Suite 230, St Paul, MN 55114 | 612.859.8299 300 4th St, West Des Moines, IA 50265 | 515.724.7938 1999 Broadway, Denver, CO 80202 | 720.644.5032 4826 Chicago Ave, Minneapolis, MN 55417 | 612.374.3800 Owner Hennepin County Minnesota Facility Services Department A2208 Government Center, 300 South Sixth Street Minneapolis, MN 55487 | 612-596-6949 Southdale Library + Edina Art Center 7001 York Ave S, Edina, MN 55435 County Project No: 1005259 County Contract No: PR00006399 County Facilty No: 071 County Project Manger: Liz Veaderko Signature Print Name Matthew Kruntorad Date 6/27/2025 License No 48542 I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the Laws of the State of Minnesota. ISSUE / REVISION 100% CONSTRUCTION DOCS Mark Date 06-27-2025 100% CONSTRUCTION DOCS Description SIGNAGE DETAILS A753 Page 108 of 202 2 3 4 5 6 7 10 9 1.1 1 10.1 10.2 SIGNAGE LEGEND (*) GLASS-MOUNTED SIGNS THAT ARE NOT FILM / DECAL TYPES XXX* - ### SIGN TYPE LOCATION OR ROOM NUMBER ROOM NUMBER FOR AREA IDENTIFICATION TYPES ONLY SIGNAGE TYPE KEY NOT ALL TYPES MAY BE USED SIGN TYPE A | INTERIOR SIGNS ROOM NUMBER OR NAME A1 COMPLEX ROOM NAME A2 SIGN TYPE B | INTERIOR SIGNS PARTIAL WINDOW B2 FULL WINDOW B3 HORIZONTAL TABLOID WINDOW B6 ALL GENDER WOMEN'S RESTROOM MEN'S RESTROOM SIGN TYPE C | INTERIOR SIGNS C2 C4 C6 C8.1 ASSISTIVE LISTENING DEVICES (ALD) C10 C11 C12 C16 OCCUPANCY SIGN DIRECTION TO ACCESSIBLE FACILITIES STAIRWAY SIGN BUILDING EXIT SIGN SIGN TYPE F | LIBRARY SIGNS F1 F2 F3 F4 COLLECTIONS END PANEL SIGN - FULL WINDOW COLLECTIONS SHELF CANOPY TOP BROWSER BIN SIGN COMPUTER WORKSTATION SIGN SIGN TYPE G | SPECIAL SIGNS G1 G2 G3 G4 G5 G6 G7 G8 G9 DIRECTIONAL BLADE SIGN FILM / DECAL DEDICATION PLAQUE DIRECTORY BLADE SIGN AREA IDENTIFICATION BLADE SIGN FLEET EV CHARGING SIGN PAINT SPECIAL AREA IDENTIFICATION BLADE SIGN DIMENSIONAL SIGN A.1 BREAKROOM 207 OFFICE 208 WORKROOM 209 A1-208 B2 EAC OFFICE 210 A1-211 B2 OFFICE 211 STORAGE 204 A2-204 A2-204 THE LOFT 203 G2-4 STAIR 1 2S1 ELEV A 2EA G4-3 G7-4 B6 5 4 A758 6 WOMEN 212 JANITORIAL 213 G2-4 MEN 214 A2-210 G2-4 C4 A2-213 G2-4 C6 G5-2 G2-12 GIFT SHOP 205 RECEPTION 206 A2-202 GALLERY 202 A2-203 G5-1 A2-241 G2-4 C16-1 A B C D E F G H STUDIO 1 217 STORAGE 218 LOCKERS 219 A2-221A CERAMICS 1 221 CERAMICS 2 222 A2-215 EAC MDF 215 WIP 221A OFFICE 220 HC IDF 216 WIP 222A A2-222A STORAGE 224 D W ELEV B 2EB B6 JANITORIAL 223 A2-217 A2-219 A2-218 G5-1 A1-220 B2 A2-216 A2-221 COAT HOOKS COAT HOOKS A2-232 C2-0 C2-1 A2-228 A2-227 G5-1 A2-222 7 A758 8 9 CORRIDOR 245 A2-223 A2-224 C12 A2-226 A2-234 A2-50 OUTDOOR KILNS 242 A2-51 STORAGE 243 G9-1 ALL GENDER 231 ALL GENDER 230 SLOT VENT GLAZE MIX 226A A2-226A A2-234 KILN 234 STUDIO 2 232 STORAGE 229 STUDIO 3 228 CERAMICS 3 227 A2-226B GLAZE 226 A2-229 A2-229 " 7 A2-227A SPRAY 226B WIP 227A STAIR 4 2S4 A758 10 C11-5 A2-233 G8-3 G2-4 G2-4 14 A758 12 13 C2-3 C10-2 C2-2 11 A758 C12 G2-14 G8-4 A2-235 G2-17 ALL GENDER 236 WELLNESS 235 G5-1 EQ EQ ALL GENDER 237 C16-2 SCREEN ROOM DIVIDER COMMUNITY MEETING ROOM 238 A2-238 B3 A2-239 C8.1 B3 A2-240 EQ EQ STORAGE 239 AV 240 DIVIDER 147 C16-3 A2-239 C8.1 B3 15 16 A758 G5-1 A2-238 B3 A758 17 A2-238 B3 A2-241 C16-1 N N 15 DEGREES PLAN NORTH TRUE NORTH Owner Hennepin County Minnesota Facility Services Department A2208 Government Center, 300 South Sixth Street Minneapolis, MN 55487 | 612-596-6949 Southdale Library + Edina Art Center 7001 York Ave S, Edina, MN 55435 County Project No: 1005259 County Contract No: PR00006399 County Facilty No: 071 County Project Manger: Liz Veaderko Signature Print Name Matthew Kruntorad Date 6/27/2025 License No 48542 I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the Laws of the State of Minnesota. ISSUE / REVISION 100% CONSTRUCTION DOCS Mark Date 06-27-2025 100% CONSTRUCTION DOCS Description LEVEL TWO SIGNAGE PLAN A756 TERRACE 241 Acoustic KRA 1 LEVEL 2 SIGNAGE PLAN A756 1/8" = 1'-0" * FURNITURE IS NOT IN SCOPE, FOR REFERENCE ONLY Architecture and Interiors Civil and Landscape Structural and Facade Mechanical, Electrical and Plumbing Technology Lighting EOR Studio NYL Victus Engineering KCL Mazzetti i t v r . e r u t c e t i h c r A _ 4 2 R _ 1 2 0 3 2 0 2 / y r a r b L e a d h t u o S 1 2 0 3 2 0 2 / / : s c o D k s e d o t u A l M A 6 2 : 4 3 : 1 1 5 2 0 2 / 7 2 / 6 . d t L , e l t s a c k c o R & r e r e h c S , r e y e M t h g i r y p o C 3 2 0 2 i g n w a r D 510 Marquette Avenue South, Suite 200 Minneapolis, MN 55402 | 612.375.0336 MSR Project No: 2023021 1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651. 770.8448 219 N 2nd Street #120 Minneapolis, Minnesota 55401 | 303.558.3145 2327 Wycliff St Suite 230, St Paul, MN 55114 | 612.859.8299 300 4th St, West Des Moines, IA 50265 | 515.724.7938 1999 Broadway, Denver, CO 80202 | 720.644.5032 4826 Chicago Ave, Minneapolis, MN 55417 | 612.374.3800 Page 109 of 202 2' - 0 3/4" 1' - 0" SSF-1 REF-1 3' - 0" " 0 - ' 7 1 A812 3 " 0 - ' 7 " 2 - ' 2 " 0 - ' 2 " 0 1 - ' 2 2 MW-17 PLAN - EAC "THE LOFT" KITCHENETTE A812 3/8" = 1'-0" 2' - 6" 2.1-B ______ A850 3' - 0" 2.1-B ______ A850 3' - 0" 2.1-B ______ A850 6' - 0" " 0 - ' 1 FILLER PANEL WD-4 2' - 6" 2.1-B ______ A850 MWA-1D 2" " 2 TA-6 TA-11 SSF-1 PULLS CENTERED TYP. MWA-1B " 2 . P Y T ALIGN 2" TYP. SSF-1 5' - 0" 1.4-B ______ A850 3' - 0" 1.3-B ______ A850 3' - 0" 1.3-B ______ A850 3 MW-17 ELEVATION - EAC "THE LOFT" KITCHENETTE A812 3/8" = 1'-0" " 0 - ' 6 2" " 4 - ' 2 2' - 10" 3.5-B ______ A851 REF-1 3' - 1 1/4" CLEAR 3' - 9" 2' - 6" MTL-5 6 A812 " 4 / 3 0 - ' 2 5 MW-40 PLAN - LARGE STUDIO A812 3/8" = 1'-0" 2' - 6" 2.1-B ______ A850 2' - 6" 2.1-B ______ A850 2' - 6" 2.1-B ______ A850 2' - 6" 2.1-B ______ A850 2' - 6" 2.1-B ______ A850 2' - 6" 2.1-B ______ A850 2' - 6" 2.1-B ______ A850 1' - 10 1/4" 2.1-B ______ A850 " 2 - ' 3 " 0 - ' 2 " 0 1 - ' 2 " 0 - ' 8 MWA-1D TYP. 2" TYP. " 2 . P Y T " 2 . P Y T 2" 2' - 6" 1.9-B ______ A850 1' - 3" 1.9-B ______ A850 MTL-5 MTL-5 2' - 6" CLEAR SEDIMENT TRAP - SEE PLUMBING 6' - 3" 1.7-B ______ A850 2' - 6" 1.9-B ______ A850 2' - 6" 1.9-B ______ A850 2' - 6" 1.9-B ______ A850 1' - 10" 1.11-B ______ A850 MWA-1D TYP. MTL-5 AT END PANEL MWA-1B CENTER ON PANEL, TYP. 4 MW-40 3D VIEW A812 6 MW-40 ELEVATION - LARGE STUDIO A812 3/8" = 1'-0" MWA-8 MAGNETIC POWER TRACK BTW MWA-8S " 3 - ' 1 " 0 1 - ' 2 RECESSED WALL STANDARDS MWA-8 ADJUSTABLE SHELF BRACKET MWA-9 ADJUSTABLE SHELVING WITH INTEGRATED LIGHTING MWA-11 MAGNETIC POWER TRACK TYP. MWA-10 MWA-1C LOCKING STORAGE A812 13 3/8" ACRYLIC PLEXIGLASS DIVIDER BELOW SHOWN DASHED A812 14 14 A812 3/8" ACRYLIC PLEXIGLASS 13 A812 SSF-1 " 5 2" TYP 4 EQ SPACES 1.1-B ______ A850 9 MW-18 ELEVATION - GIFT SHOP NORTH A812 3/8" = 1'-0" MWA-8 MAGNETIC POWER TRACK BTW MWA-8S 3/8" ACRYLIC PLEXIGLASS DIVIDER AT CABINET TRANSITION, TYP. 1/8" REVEAL AROUND 3/8" ACRYLIC PLEXIGLASS TOP, TYP. " 0 1 - ' 2 " 5 S R E W A R D Q E 2 " 4 / 3 6 - ' 1 " 4 4 ______ A852 3 ______ A852 WD-4 4.15-B ______ A852 WD-4 BASE 13' - 4" 5 EQ CABINETS 10 MW-20 ELEVATION - GIFT SHOP SOUTH A812 3/8" = 1'-0" 12 MW-19 PLAN - GIFT SHOP A812 3/8" = 1'-0" 15 MW-43 3D VIEW A812 " 0 1 - ' 2 " 5 " 4 / 3 6 - ' 1 " 4 6' - 0" 2 EQ CABINETS 4.16-B ______ A852 3/8" ACRYLIC PLEXIGLASS FRONT PROVIDE CAM LOCK FOR ALL DRAWERS MWA-1A WD-4 FRONT LEVEL 2 118' - 0" WD-4 BASE 13 MW-19 DISPLAY ELEVATION NORTH A812 3/8" = 1'-0" RECESSED WALL STANDARDS TO B.O. CEILING, CONTINUOUS MWA-8 ADJUSTABLE SHELF BRACKET MWA-9 WD-4 ADJUSTABLE SHELVING WITH INTEGRATED LIGHTING MWA-11 MAGNETIC POWER TRACK TYP. MWA-10 3/8" ACRYLIC PLEXIGLASS SLIDING LOCKABLE DISPLAY PROVIDE WD-4 END PANEL WHERE EXPOSED TO VIEW, TYP. PROVIDE CAM LOCK FOR ALL DRAWERS, TYP. MWA-1A ,TYP. RECESSED WALL STANDARDS MWA-8 ADJUSTABLE SHELF BRACKET MWA-9 ADJUSTABLE SHELVING WITH INTEGRATED LIGHTING MWA-11 MAGNETIC POWER TRACK TYP. MWA-10 MWA-8 MAGNETIC POWER TRACK BTW MWA-8S " 7 - ' 6 " 0 1 - ' 2 4 ______ A852 3 ______ A852 11' - 3" 4 EQ SPACES 1.1-B ______ A850 SSF-1 2" " 5 MWA-1C LOCKING STORAGE 3/8" ACRYLIC PLEXIGLASS, ALL JOINTS TO BE WELDED, POLISHED AND BUFFED, TYP. PROVIDE WD-4 ED PANEL, TYP. " 4 / 1 6 " 4 / 3 3 - ' 2 " 0 1 - ' 2 LEVEL 2 118' - 0" WD-4 3' - 0" 4.16-B ______ A852 11 MW-18 ELEVATION - GIFT SHOP WEST A812 3/8" = 1'-0" 14 MW-19 DISPLAY ELEVATION EAST A812 3/8" = 1'-0" 18 MW-41 3D VIEW A812 A812 20 11' - 10" PPNL-3 5' - 9" PPNL-3 " 4 - ' 1 19 MW-41 PLAN - CORRIDOR A812 3/8" = 1'-0" 9' - 8" / " 4 3 0 - ' 2 MTL-5 42" CLEAR MIN 17 A812 16 MW-43 PLAN - EAC WORKSHOP A812 3/8" = 1'-0" EQUIPMENT BY OTHERS TA-6 TA-11 MTL-5 2" " 2 MWA-1B MWA-1D " 0 - ' 2 " 0 1 - ' 2 TRASH-1 GREY 2' - 8" 1.10-B ______ A850 2' - 8" 1.10-B ______ A850 3' - 1" 1.7-B ______ A850 1' - 3" 1.6-B ______ A850 17 MW-43 EAC WORKSHOP NORTH A812 3/8" = 1'-0" PPNL-3 SHELF PPNL-3 SHELF ALIGN " 0 - ' 2 " 0 - ' 2 " 6 - ' 1 PPNL-3 SHELF ALIGN COAT HOOKS TA-19C PPNL-3 5' - 9" 4.1-C ______ A850 1' - 8" 11' - 10" 4.1-B ______ A850 CONCEALED BRACKET FLOATING BENCH WITH BOOT STORAGE BELOW 20 MW-41 ELEVATION - CORRIDOR A812 3/8" = 1'-0" 1 MW-17 3D VIEW A812 7 MW-18-20 3D VIEW A812 MW-18 9 11 A812 10 1' - 0 3/4" 12 ______ A812 MW-19 MW-20 13' - 4" 5 EQ SPACES GLASS TOP WD-4 SHELVES 8 MW-18-20 PLAN - GIFT SHOP A812 3/8" = 1'-0" i t v r . e r u t c e t i h c r A _ 4 2 R _ 1 2 0 3 2 0 2 / y r a r b L e a d h t u o S 1 2 0 3 2 0 2 / / : s c o D k s e d o t u A l M A 0 4 : 6 3 : 1 1 5 2 0 2 / 7 2 / 6 . d t L , e l t s a c k c o R & r e r e h c S , r e y e M t h g i r y p o C 3 2 0 2 i g n w a r D Architecture and Interiors Civil and Landscape Structural and Facade Mechanical, Electrical and Plumbing Technology Lighting EOR Studio NYL Victus Engineering KCL Mazzetti Acoustic KRA 510 Marquette Avenue South, Suite 200 Minneapolis, MN 55402 | 612.375.0336 MSR Project No: 2023021 1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651. 770.8448 219 N 2nd Street #120 Minneapolis, Minnesota 55401 | 303.558.3145 2327 Wycliff St Suite 230, St Paul, MN 55114 | 612.859.8299 300 4th St, West Des Moines, IA 50265 | 515.724.7938 1999 Broadway, Denver, CO 80202 | 720.644.5032 4826 Chicago Ave, Minneapolis, MN 55417 | 612.374.3800 Owner Hennepin County Minnesota Facility Services Department A2208 Government Center, 300 South Sixth Street Minneapolis, MN 55487 | 612-596-6949 Southdale Library + Edina Art Center 7001 York Ave S, Edina, MN 55435 I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the Laws of the State of Minnesota. Signature Print Name Matthew Kruntorad Date 6/27/2025 License No 48542 County Project No: 1005259 County Contract No: PR00006399 County Facilty No: 071 County Project Manger: Liz Veaderko ISSUE / REVISION 100% CONSTRUCTION DOCS Mark Date 06-27-2025 100% CONSTRUCTION DOCS Description EAC ART GALLERY MILLWORK PLANS + ELEVATIONS A812 Page 110 of 202 3' - 0 3/4" NSMF FRAMED WALL 8' - 8" GROMMET ø 2" POS SSF-1 5 A813 7 8 FLAT SCREEN, REFER TO AV SSF-1 MILLWORK WALL " 6 - ' 2 " 9 - ' 4 " 4 / 3 6 - ' 1 MILLWORK WALL 2' - 6" R 2' - 0" 6 A813 ø 2" D E M A R F F M S N L L A W GROMMET R 2' - 0" MILLWORK WALL REF-1 MICRO-1 SSF-1 A813 11 " 7 - ' 2 1 2' - 0 3/4" SSF-1 13 A813 9 MW-22 3D VIEW A813 12 MW-23 3D VIEW A813 1' - 0 3/4" 2' - 0 3/4" 1 MW-21 3D VIEW A813 3 MW 21 - EAC RECEPTION AXON A813 2 MW-21 PLAN - EAC RECEPTION A813 3/8" = 1'-0" 10 MW-22 PLAN - EAC STAFF KITCHENETTE A813 3/8" = 1'-0" 10' - 1" 2.2-B ______ A850 REF-1 MICRO-1 SSF-1 TA-6 TA-11 TL-4B MTL-5 " 2 . P Y T " 1 - ' 2 " 1 - ' 2 " 0 1 - ' 2 " 0 - ' 7 MWA-1A 3' - 5 1/8" CLEAR 2' - 6" 3.8-B ______ A851 SIM 2' - 0" 1.3-B ______ A850 3' - 1" 1.4-B ______ A850 2' - 0" 1.3-B ______ A850 3' - 0" 1.3-B ______ A850 11 MW-22 ELEVATION - EAC STAFF KITCHENETTE A813 3/8" = 1'-0" SWINGING GATE - SWINGS IN SSF-1 MTL-1 MTL-1 4.17 ______ A852 CURVED PANEL EQ EQ / " 8 7 8 - ' 2 / " 8 7 6 - ' 2 " 2 4 MW-21 ELEVATION - EAC RECEPTION NORTH A A813 3/8" = 1'-0" 14 MW-23 PLAN - EAC STAFF WORK ROOM A813 3/8" = 1'-0" FURNITURE BY OTHERS MWA-1A MWA-1C SSF-1 WD-4 2' - 7" 1.2-B ______ A850 2' - 7" 1.2-B ______ A850 2' - 7" 1.2-B ______ A850 2' - 7" 1.2-B ______ A850 2' - 7" 1.2-B ______ A850 13 MW-23 ELEVATION - EAC STAFF WORK ROOM WEST A813 3/8" = 1'-0" SSF-1 " 4 " 0 1 - ' 2 LEVEL 2 118' - 0" 5' - 0" 1.4-B ______ A850 TA-11 TA-27 " 4 " 0 1 - ' 2 SSF-1 LEVEL 2 118' - 0" 5' - 0" 1.4-B ______ A850 18 MW-25 ELEVATION MENS RR LVL 2 A813 3/8" = 1'-0" 19 MW-26 ELEVATION WOMENS RR LVL 2 A813 3/8" = 1'-0" 4.13 ______ A852 SSF-1 4.17 ______ A852 WD-4 WD-4 WD-4 " 0 1 - ' 2 LOCKING 11' - 2" 1' - 6" 2' - 2" 1.3-B ______ A850 4.13 ______ A852 MTL-1 SSF-1 " 8 / 7 8 - ' 2 " 8 / 7 6 - ' 2 " 2 CURVED PANEL 4' - 9 3/4" CURVED PANEL 15 MW-24 3D VIEW A813 5 MW-21 ELEVATION - EAC RECEPTION NORTH B A813 3/8" = 1'-0" 6 MW-21 ELEVATION - EAC RECEPTION EAST A A813 3/8" = 1'-0" 4.13 ______ A852 SSF-1 MWA-1A " 8 / 7 8 - ' 2 ROLL UNDER MTL-1 " 8 / 7 8 - ' 2 1' - 6 3/4" MWA-1C 3' - 0" 1.2-B ______ A850 14' - 2 3/4" 3' - 0" 1.2-B ______ A850 3' - 0" 1.2-B ______ A850 3' - 0" 1.2-B ______ A850 FLAT SCREEN DISPLAY SEE AV DWGS SSF-1 LOCKING STORAGE 3' - 6" FILLER PANEL 3' - 0" 2.1-B ______ A850 2" TYP. " 2 . P Y T 3' - 0" 2.1-B ______ A850 3' - 0" 2.1-B ______ A850 3' - 0" 2.1-B ______ A850 3' - 0" 2.1-B ______ A850 3' - 0" 2.1-B ______ A850 4' - 0" MWA-1C FILLER PANEL " 2 / 1 3 - ' 1 1' - 5" TYP 2" 3' - 6" 3.5-B ______ A851 9' - 0" 3.7-B ______ A851 OPEN CUBBIES " 6 - ' 4 " 6 - ' 1 COAT RACK BENCH 9' - 0" 4.4-B ______ A850 " 0 - ' 6 MWA-1A 4' - 0" 3.5-B ______ A851 " 4 / 1 1 - ' 2 " 0 - ' 6 " 4 / 1 1 - ' 8 FILLER PANEL 7 MW-21 ELEVATION - EAC RECEPTION EAST B A813 3/8" = 1'-0" i t v r . e r u t c e t i h c r A _ 4 2 R _ 1 2 0 3 2 0 2 / y r a r b L e a d h t u o S 1 2 0 3 2 0 2 / / : s c o D k s e d o t u A l 8 MW-21 ELEVATION - EAC RECEPTION SOUTH B A813 3/8" = 1'-0" 16 MW-24 PLAN - ELEVATION EAC STAFF WORK ROOM A813 3/8" = 1'-0" A813 16 COAT RACK " 2 3 / 3 0 - ' 9 SSF-1 18 A813 A813 19 SSF-1 " 0 - ' 5 2' - 0 3/4" 17 MW-24 PLAN - EAC STAFF WORK ROOM A813 3/8" = 1'-0" 20 MW-25 PLAN MENS RR LVL 2 A813 3/8" = 1'-0" 21 MW-26 PLAN WOMENS RR LVL 2 A813 3/8" = 1'-0" M A 8 0 : 7 3 : 1 1 5 2 0 2 / 7 2 / 6 . d t L , e l t s a c k c o R & r e r e h c S , r e y e M t h g i r y p o C 3 2 0 2 i g n w a r D Architecture and Interiors Civil and Landscape Structural and Facade Mechanical, Electrical and Plumbing Technology Lighting EOR Studio NYL Victus Engineering KCL Mazzetti Acoustic KRA 510 Marquette Avenue South, Suite 200 Minneapolis, MN 55402 | 612.375.0336 MSR Project No: 2023021 1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651. 770.8448 219 N 2nd Street #120 Minneapolis, Minnesota 55401 | 303.558.3145 2327 Wycliff St Suite 230, St Paul, MN 55114 | 612.859.8299 300 4th St, West Des Moines, IA 50265 | 515.724.7938 1999 Broadway, Denver, CO 80202 | 720.644.5032 4826 Chicago Ave, Minneapolis, MN 55417 | 612.374.3800 Owner Hennepin County Minnesota Facility Services Department A2208 Government Center, 300 South Sixth Street Minneapolis, MN 55487 | 612-596-6949 Southdale Library + Edina Art Center 7001 York Ave S, Edina, MN 55435 I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the Laws of the State of Minnesota. Signature Print Name Matthew Kruntorad Date 6/27/2025 License No 48542 County Project No: 1005259 County Contract No: PR00006399 County Facilty No: 071 County Project Manger: Liz Veaderko ISSUE / REVISION 100% CONSTRUCTION DOCS Mark Date 06-27-2025 100% CONSTRUCTION DOCS Description EAC ART GALLERY MILLWORK PLANS + ELEVATIONS A813 Page 111 of 202 2 A814 " 2 - ' 4 2 MTL-5 " 6 - ' 7 2' - 0 3/4" 4 MW-28 3D VIEW A814 3 MW-27 PLAN - MAKERSPACE A814 3/8" = 1'-0" Laser Cutter 3D Printer 3D Printer EQUIPMENT BY OTHERS MTL-5 MWA-6A MWA-1C 6' - 8 27/64" 4.2-B ______ A850 3' - 0" 1.11-B ______ A850 " 6 " 0 1 - ' 2 ALL LOCKING CABINETS MTL-5 AT END PANEL MWA-1C 3' - 0" 1.10-B ______ A850 3' - 0" 1.10-B ______ A850 6 MW-28 ELEVATION - MAKERSPACE EAST A814 3/8" = 1'-0" 8" R 0' - 3" / " 4 6 1 5 7 PROVIDE NOTCH CUT OUT FOR LASER CUTTER FILTER Laser Cutter " 8 - ' 5 1 A814 6 MTL-5 3D Printer 2' - 0 3/4" " 6 - ' 2 / " 4 1 2 - ' 5 1 " 4 / 1 4 - ' 3 ? MTL-5 9 A814 5 MW-28 PLAN - MAKERSPACE A814 3/8" = 1'-0" 8 MW-29 PLAN - CERAMICS 1 A814 3/8" = 1'-0" 7 MW-29 3D VIEW A814 SURFACE MOUNTED WALL STANDARDS MWA-8 ADJUSTABLE SHELF MWA-12 " 2 - ' 3 " 0 - ' 2 MTL-5 TA-11 TA-6 2' - 0" 1.8-B ______ A850 2' - 0" 1.8-B ______ A850 2' - 0" 1.8-B ______ A850 2' - 6" CLEAR SEDIMENT TRAP SEE PLUMBING 5' - 10 1/4" 1.7-B ______ A850 1' - 8" 1.8-B ______ A850 1' - 8" 1.8-B ______ A850 9 MW-29 ELEVATION - CERAMICS 1 A814 3/8" = 1'-0" 1 MW-27 3D VIEW A814 " 0 - ' 8 MWA-1A MWA-1C MWA-1C 3' - 4" 3' - 4" 2' - 6" 6' - 8" 3.5-B ______ A851 2 MW-27 ELEVATION - MAKERSPACE WEST A814 3/8" = 1'-0" SCREEN SIZE BEING COORDINATED WITH AV FILLER PANEL - COLUMN BEYOND ADJUSTABLE SHELVES TYP WD-4 ALL LOCKING CABINETS MTL-5 2' - 6" 7' - 6" 1.10-B ______ A850 2' - 6" 4' - 0" 3.6-B ______ A851 2' - 0" 10' - 0" 4' - 0" 3.5-B ______ A851 2' - 0 3/4" MTL-5 " 8 / 5 0 1 - ' 3 " 6 - ' 2 " 4 / 1 9 - ' 5 1 A814 11 2' - 0 3/4" 5 - L T M " 0 - ' 9 " 6 - ' 3 " 6 - ' 2 14 A814 DRY-1 D WASH-1 W 15 MW-31 PLAN - LAUNDRY A814 3/8" = 1'-0" 10 MW-30 3D VIEW A814 13 MW-31 3D VIEW A814 12 MW-30 PLAN - CERAMICS 2 A814 3/8" = 1'-0" " 6 - ' 3 " 0 - ' 2 SURFACE MOUNTED WALL STANDARDS MWA-8 ADJUSTABLE SHELF MWA-12 TA-6 TA-11 MTL-5 MTL-5 1' - 8" 1.8-B ______ A850 1' - 8" 1.8-B ______ A850 2' - 6" CLEAR SEDIMENT TRAP SEE PLUMBING 6' - 4 5/8" 1.7-B ______ A850 2' - 0" 1.8-B ______ A850 2' - 0" 1.8-B ______ A850 2' - 0" 1.8-B ______ A850 11 MW-30 ELEVATION - WHEEL 2 A814 3/8" = 1'-0" SURFACE MOUNTED WALL STANDARDS MWA-8 ADJUSTABLE SHELF MWA-12 " 6 - ' 3 " 8 - ' 1 TA-6 TA-11 MTL-5 " 4 SEDIMENT TRAP - SEE PLUMB WASH-1 DRY-1 2' - 6" CLEAR SEDIMENT TRAP - SEE PLUMB WD-4 AT END PANEL 1' - 6" 1.8-B ______ A850 6' - 0" 9' - 0" 1.7-B ______ A850 1' - 6" 1.8-B ______ A850 14 MW-31 ELEVATION - LAUNDRY A814 3/8" = 1'-0" 16 MW-32 3D PLAN A814 8' - 9 1/2" PPNL-3 A814 18 21' - 8" PPNL-3 17 MW-32 PLAN - CORRIDOR A814 3/8" = 1'-0" SHELF PPNL-3 SHELF PPNL-3 PPNL-3 COAT HOOKS TA-19C PPNL-3 CONCEALED BRACKET FLOATING BENCH WITH BOOT STORAGE BELOW SHELF PPNL-3 PPNL-3 4.4 ______ A850 21' - 8" 1' - 8" 4.4 ______ A850 FIX - MIGHT NEED NEW SECTION TYPES 8' - 9 1/2" 4.4 ______ A850 " 4 - ' 1 " 0 - ' 4 " 6 - ' 1 " 4 - ' 1 " 0 - ' 2 " 0 - ' 2 " 6 - ' 1 18 MW-32 ELEVATION - CORRIDOR A814 3/8" = 1'-0" Architecture and Interiors Civil and Landscape Structural and Facade Mechanical, Electrical and Plumbing Technology Lighting EOR Studio NYL Victus Engineering KCL Mazzetti Acoustic KRA 510 Marquette Avenue South, Suite 200 Minneapolis, MN 55402 | 612.375.0336 MSR Project No: 2023021 1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651. 770.8448 219 N 2nd Street #120 Minneapolis, Minnesota 55401 | 303.558.3145 2327 Wycliff St Suite 230, St Paul, MN 55114 | 612.859.8299 300 4th St, West Des Moines, IA 50265 | 515.724.7938 1999 Broadway, Denver, CO 80202 | 720.644.5032 4826 Chicago Ave, Minneapolis, MN 55417 | 612.374.3800 Owner Hennepin County Minnesota Facility Services Department A2208 Government Center, 300 South Sixth Street Minneapolis, MN 55487 | 612-596-6949 Southdale Library + Edina Art Center 7001 York Ave S, Edina, MN 55435 I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the Laws of the State of Minnesota. Signature Print Name Matthew Kruntorad Date 6/27/2025 License No 48542 County Project No: 1005259 County Contract No: PR00006399 County Facilty No: 071 County Project Manger: Liz Veaderko ISSUE / REVISION 100% CONSTRUCTION DOCS Mark Date 06-27-2025 100% CONSTRUCTION DOCS Description EAC CLASSROOMS MILLWORK PLANS + ELEVATIONS A814 t v r . e r u t c e t i h c r A _ 4 2 R _ 1 2 0 3 2 0 2 / y r a r b L i l e a d h t u o S 1 2 0 3 2 0 2 / / : s c o D k s e d o t u A M A 3 3 : 7 3 : 1 1 5 2 0 2 / 7 2 / 6 . d t L , e l t s a c k c o R & r e r e h c S , r e y e M t h g i r y p o C 3 2 0 2 i g n w a r D Page 112 of 202 2' - 0 3/4" 1' - 0" MTL-5 A815 2 4 MW-34 3D VIEW A815 " 0 3 EQ SECTIONS " 8 / 5 9 - ' 9 6 A815 " 6 - ' 2 " 8 / 5 4 - ' 2 " 1 1 - ' 2 MTL-5 2' - 0 3/4" 5 MW-34 PLAN - GLAZE BAY WEST A815 3/8" = 1'-0" 3 MW-33 PLAN GLAZE BAY EAST A815 3/8" = 1'-0" " 4 - ' 8 " 6 - ' 3 " 0 - ' 2 " 0 1 - ' 2 MWA-12 MTL-5 MTL-5 SEDIMENT TRAP - SEE PLUMBING 2' - 6" CLEAR 7' - 9 5/8" 1.7-B ______ A850 2' - 0" 1.8-B ______ A850 6 MW-34 ELEVATION - GLAZE BAY EAST A815 3/8" = 1'-0" 7 MW-35 3D VIEW A815 " 6 - ' 3 " 0 - ' 2 " 0 1 - ' 2 MTL-5 2' - 0" 1.8-B ______ A850 2' - 0" 1.8-B ______ A850 2' - 0" 1.8-B ______ A850 8' - 6" 2' - 6" CLEAR 1.7-B ______ A850 8 MW-35 ELEVATION - GLAZE MIXING A815 3/8" = 1'-0" 1 MW-33 3D VIEW A815 " 0 - ' 8 " 6 - ' 3 " 8 - ' 1 " 0 1 - ' 2 MTL-5 18' - 8 1/2" 4.2 ______ A850 SURFACE MOUNTED WALL STANDARDS MWA-8 ADJUSTABLE SHELF MWA-12 MTL-5 BRACKETS AS REQUIRED 2 MW-33 ELEVATION GLAZE BAY EAST A815 3/8" = 1'-0" 11' - 11" 3' - 9 1/4" 2' - 6" ? MTL-5 11 A815 " 4 / 3 0 - ' 2 MTL-5 14' - 3 17/32" 1' - 3 1/4"1' - 3 1/4" 15 16 A815 " 4 / 3 0 - ' 2 " 8 / 3 0 - ' 9 " 6 - ' 2 " 4 / 3 1 1 - ' 2 MTL-5 2' - 0 3/4" 17 MW-438/39 3D VIEW A815 10 MW-36 3D VIEW A815 12 MW-36 PLAN - HANDBUILDING A815 3/8" = 1'-0" 13 MW-37 3D VIEW A815 14 MW-37 PLAN - STUDIO 3 A815 3/8" = 1'-0" MTL-5 " 4 / 3 9 - ' 3 " 4 / 1 4 - ' 3 " 4 - ' 1 " 6 - ' 4 1 8 A815 SURFACE MOUNTED WALL STANDARDS MWA-8 ADJUSTABLE SHELF MWA-12 2' - 0 3/4" 9 MW-35 PLAN - GLAZE MIXING A815 3/8" = 1'-0" MTL-5 SEDIMENT TRAP - SEE PLUMBING 4.18 ______ A852 " 4 / 3 0 - ' 2 " 9 - ' 2 " 9 - ' 2 " 4 / 3 4 " 9 - ' 4 4' - 1 1/8" 1/2" WD-4 CUBBIES 4.18-B ______ A852 4' - 0 3/4" 12' - 3" 12' - 4" 3/4" 7 5/8" 8" 8" 1' - 4" 8" 3/4" 4' - 1 1/8" 1/2" 18 MW-38/39 ELEVATION - PAINTING STORAGE A815 3/8" = 1'-0" SURFACE MOUNTED WALL STANDARDS MWA-8 ADJUSTABLE SHELF MWA-12 MTL-5 OPEN SHELVING MTL-5 RETURN AT END PANEL " 0 - ' 2 " 0 1 - ' 2 MTL-5 TA-11 TA-6 2' - 6" CLEAR SEDIMENT TRAP - SEE PLUMBING 6' - 3 1/4" 1.7-B ______ A850 2' - 0" 1.8-B ______ A850 2' - 0" 1.8-B ______ A850 1' - 8" 1.8-B ______ A850 ADJUSTABLE WALL SHELVING MECHANICAL FILLER PANEL - COLUMN BEYOND MTL-5 MWA-1C 1' - 8" WD-4 MTL-5 " 0 1 - ' 2 3' - 0" 1.9-B ______ A850 2' - 6 1/2" 1.7-B ______ A850 3' - 0" 1.9-B ______ A850 MTL-5 MTL-5 AT END PANEL " 6 Q E Q E " 4 MWA-1A 2' - 0" 1.11-B ______ A850 " 2 - ' 3 " 0 - ' 2 " 0 1 - ' 2 " 6 2.1-B ______ A850 2' - 6" 2.1-B ______ A850 3' - 0" 2.1-B ______ A850 2' - 6" 1' - 0" FILLER PANEL MWA-1C WD-4 " 4 - ' 2 1 A815 18 TA-6 TA-11 MTL-5 2' - 6" CLEAR SEDIMENT TRAP - SEE PLUMBING 5' - 5 3/4" 1.7-B ______ A850 1' - 6" 1.9-B ______ A850 MTL-5 1" 2' - 6" 5" 3' - 0" 19 MW-39 PLAN - PAINTING STORAGE A815 3/8" = 1'-0" " 4 - ' 2 1 REV 18 A815 WD-4 3' - 0" 3' - 0" 20 MW-38 PLAN - PAINTING STORAGE A815 3/8" = 1'-0" 11 MW-36 ELEVATION - HANDBUILDING A815 3/8" = 1'-0" 15 MW-37 ELEVATION - MEDIUM STUDIO NORTH A815 3/8" = 1'-0" 16 MW-37 ELEVATION - MEDIUM STUDIO WEST A815 3/8" = 1'-0" Architecture and Interiors Civil and Landscape Structural and Facade Mechanical, Electrical and Plumbing Technology Lighting EOR Studio NYL Victus Engineering KCL Mazzetti Acoustic KRA 510 Marquette Avenue South, Suite 200 Minneapolis, MN 55402 | 612.375.0336 MSR Project No: 2023021 1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651. 770.8448 219 N 2nd Street #120 Minneapolis, Minnesota 55401 | 303.558.3145 2327 Wycliff St Suite 230, St Paul, MN 55114 | 612.859.8299 300 4th St, West Des Moines, IA 50265 | 515.724.7938 1999 Broadway, Denver, CO 80202 | 720.644.5032 4826 Chicago Ave, Minneapolis, MN 55417 | 612.374.3800 Owner Hennepin County Minnesota Facility Services Department A2208 Government Center, 300 South Sixth Street Minneapolis, MN 55487 | 612-596-6949 Southdale Library + Edina Art Center 7001 York Ave S, Edina, MN 55435 I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the Laws of the State of Minnesota. Signature Print Name Matthew Kruntorad Date 6/27/2025 License No 48542 County Project No: 1005259 County Contract No: PR00006399 County Facilty No: 071 County Project Manger: Liz Veaderko ISSUE / REVISION 100% CONSTRUCTION DOCS Mark Date 06-27-2025 100% CONSTRUCTION DOCS Description EAC CLASSROOMS MILLWORK PLANS + ELEVATIONS A815 t v r . e r u t c e t i h c r A _ 4 2 R _ 1 2 0 3 2 0 2 / y r a r b L i l e a d h t u o S 1 2 0 3 2 0 2 / / : s c o D k s e d o t u A M A 7 5 : 7 3 : 1 1 5 2 0 2 / 7 2 / 6 . d t L , e l t s a c k c o R & r e r e h c S , r e y e M t h g i r y p o C 3 2 0 2 i g n w a r D Page 113 of 202 MILLWORK GENERAL NOTES MILLWORK KEYNOTES MILLWORK FINISH LEGEND 1. 2. FOR MILLWORK FINISHES AND ACCESSORIES REFER TO MILLWORK FINISH LEGEND REFER TO MATERIAL LIST ON SHEET G000 FOR INFORMATION ON MATERIAL AND FINISH TAGS IN DRAWINGS. 3. PROVIDE WALL BLOCKING FOR ALL WALL MOUNTED SHELVES AND MILLWORK 4. ALL CASEWORK DOORS/DRAWERS ARE FULL OVERLAY W/ SOFT CLOSING, CONCEALED HINGES AND SLIDES, U.N.O. 5. ALL DRAWERS TO HAVE HEAVY DUTY HARDWARE U.N.O SAFE, OPOI WEIGHT: ~175 LBS SAFE TO BE BOLTED TO COUNTER SURFACE SSF-1 N G L A I " 2 " 6 " 2 . P Y T " 2 Q E Q E " 4 LOCK NUTS TO BE INSTALLED UNDER SURFACE " 0 1 - ' 2 MWA-1B MWA-3 MWA-3 MWA-3 2' - 0 3/4" 3" " 0 1 - ' 2 M1 66" H SHELVING. MILLWORK INCLUDES: CANOPY TOPS (ACOUSTIC) WDPNL-1 100% END PANELS (ACOUSTIC) WDPNL-1 SECTION # 1.1 - A SHEET # A850 FINISH GROUP (SEE FINISH GROUP KEY BELOW) - A WOOD - B WHITE POWDER COAT MDF WD-3 WD-3 WD-2 CABINET FACE: EDGE FINISH: CABINET BODY: TOE KICK: WD-3 SHELF: MILLWORK PULL: WD-2 WITH WD-3 MWA-1B EDGE WD-4 WD-4 CABINET FACE: EDGE FINISH: CABINET BODY: WHITE MELAMINE AT CABINETS WITH A DOOR / DRAWER AT ALL OPEN CABINETS CABINET BODY: SHELF: WHITE MELAMINE WITH EDGE BAND TOE KICK: MILLWORK PULL: MTL-6 U.N.O MWA-1B WD-4 U.N.O SSF-1 N G L A I / " 8 1 1 . P Y T MWA-1D ADJUSTABLE SHELVING SSF-1 MWA-3 N G L A I " 2 P Y T " 6 MWA-1D " 0 1 - ' 2 ADJUSTABLE SHELVING " 0 1 - ' 2 SEE LEGEND FOR EDGE FINISH WHERE EXPOSED TO USER " 4 3" 2' - 0 3/4" " 4 3" VARIES SEE PLANS PROVIDE OPENING FOR UNDERMOUNT SINK, ALL EDGES TO BE POLISHED SSF-1 N G L A I " 6 MWA-1B FINISH VARIES - SEE ELEVATIONS MWA-6C PROVIDE BLOCKING IN WALL FOR BRACKET ANCHORING N G L A I " 2 P Y T " 6 Q E Q E " 4 SSF-1 MWA-3 MWA-3 MWA-3 2' - 0 3/4" 3" GROMMET FOR POWER SSF-1 1' - 1 1/2" ADJUSTABLE SHELVES WITH INTEGRATED SLOTS IN SIDE PANELS AT 1" ON CENTER 16 GAUGE METAL, FOLDED W/ FRONT FACE TURNED DOWN 1/2" FOR LABELING SSF-1 " 0 1 - ' 2 " 7 / " 4 3 8 MWA-3 MWA-3 P Y T " 1 1/4" " 2 1 / N G L A I SLOT ELEVATION MWA-1B " 2 " 2 " 4 TRASH-1 COLOR VARIES - SEE ELEVATIONS 2' - 0 3/4" 3" VARIES - SEE PLANS N G L A I " 6 / " 8 1 2 - ' 2 " 4 3 / " 0 1 - ' 2 1.4 1.4 BC SINK A850 1 1/2" = 1'-0" MTL-5 16 GAUGE STAINLESS STEEL BACKSPLASH, ADHERED TO WALL CONTINUOUS SEALANT MTL-5 16 GAUGE STAINLESS STEEL BACKSPLASH, ADHERED TO WALL CONTINUOUS SEALANT MTL-5 1/4" STAINLESS STEEL COUNTERTOP W/ EASED EDGES 2' - 0 3/4" MTL-5 1/4" STAINLESS STEEL COUNTERTOP W/ EASED EDGES 1.5 BC CUBBY W/ DRWR BELOW A850 1 1/2" = 1'-0" 1.6 1.6 BC W/ TRASH A850 1 1/2" = 1'-0" 1.0 1.0 BC SINGLE DRAWER - SAFE BASE A850 1 1/2" = 1'-0" 1.1 1.1 BC DOOR W/ ADJ. SHLVNG A850 1 1/2" = 1'-0" 1.2 1.2 BC DRAWER W/ ADJ SHELVING A850 1 1/2" = 1'-0" 1.3 1.3 BC 3 DRAWER A850 1 1/2" = 1'-0" " 8 - ' 1 S V E L E E E S 2' - 0 3/4" CONTINUOUS SEALANT 3/4" " 4 1 / " 6 MTL-5 16 GAUGE STAINLESS STEEL BACKSPLASH, ADHERED TO WALL MTL-5 1/4" STAINLESS STEEL COUNTERTOP W/ EASED EDGES CONTINUOUS SEALANT PLY-1 MWA-6A AS REQD UNDERMOUNT SINK - SEE PLUMBING DWGS MTL-5 6"x2"x1/8" S.S. DROP APRON ROUT INTO PLY-1 SINK DRAIN TO SEDIMENT TRAP WHERE APPLICABLE, SEE PLBG DWGS ADA COVERS OVER EXPOSED PIPING SEDIMENT TRAP - SEE PLUMBING DWGS MTL-5 16 GAUGE STAINLESS STEEL BACKSPLASH, ADHERED TO WALL CONTINUOUS SEALANT MTL-5 1/4" STAINLESS STEEL COUNTERTOP W/ EASED EDGES EDGE OF COUNTER ABOVE G N A H R E V O " 4 3 / E V O B A PLAN " 4 1 / " 1 1"x2"X1/8" SS ANGLE, ROUTE PLYWOOD AS REQD ADJUSTABLE SHELVING MTL-5 16 GAUGE STAINLESS STEEL BACKSPLASH, ADHERED TO WALL CONTINUOUS SEALANT MTL-5 1/4" STAINLESS STEEL COUNTERTOP W/ EASED EDGES ALIGN " 4 1 / " 2 P Y T MWA-1C SEE LEGEND FOR EXPOSED EDGE TREATMENT MWA-3 " 0 1 - ' 2 ADJUSTABLE SHELVING ADJUSTABLE SHELVING " 0 1 - ' 2 " 2 " 6 " 2 / " 2 1 1 1 - ' 1 " 4 " 0 1 - ' 2 MWA-3 MWA-3 MWA-3 2' - 0 3/4" 3" END SECTION " 4 3" 2' - 0 3/4" 3" 2' - 0 3/4" 3" 1.7 1.7 BC SINK - EAC A850 1 1/2" = 1'-0" 1.8 1.8 BC CUBBY W/ ADJ. SHLVNG- EAC A850 1 1/2" = 1'-0" 1.9 1.9 BC DOOR W/ ADJ. SHLVNG - EAC A850 1 1/2" = 1'-0" 1.101.10 BC DRAWER W/ ADJ SHELVING - EAC A850 1 1/2" = 1'-0" 1.111.11 BC 3 DRAWER - EAC A850 1 1/2" = 1'-0" FINISH ON WALL VARIES SEE ELEVATIONS VARIES SEE PLAN 3/4" SSF-1 " 2 MWA-6A 2"x2"x1/8" S.S. APRON ROUT IN TOP OF PLY-1 SUBSTRATE 2' - 0 3/4" MTL-5 16 GAUGE AT BACKSPLASH MTL-5 1/4" STAINLESS STEEL COUNTERTOP W/ EASED EDGES " 4 / 1 " 2 MWA-6A 2"x2"x1/8" S.S. APRON ROUT IN TOP OF PLY-1 SUBSTRATE 2' - 0 3/4" SSF-1 SSF-1 " 4 / 1 4 2"x2"x1/8" S.S. APRON ROUT IN TOP OF PLY-1 SUBSTRATE MWA-6A I S E R A V V E L E E E S " 0 1 - ' 2 " 8 / 7 8 - ' 2 " 0 1 - ' 2 FINISH ON WALL VARIES SEE ELEVATIONS FINISH ON WALL VARIES SEE ELEVATIONS 1' - 4" PPNL-3 PLY-1 3/4" " 4 / 3 " 2 " 6 - ' 1 2"x2"x1/8" S.S. APRON ROUT IN TOP OF PLY-1 SUBSTRATE MWA-6B " 6 Q E Q E " 2 P Y T " 2 P Y T " 2 P Y T " 4 " 8 / 1 1 " 4 / 1 2 " 8 / 1 " 6 1 / 1 1 - ' 1 " 4 / 1 2 " 6 1 / 3 2 - ' 1 " 4 / 1 2 " 4 / 3 1" TYP N G I L A " 4 / 1 2 " 0 - ' 3 I S N O T A V E L E E E S S E R A V I " 2 P Y T VARIES SEE PLANS MTL-5 1/4" S.S. BENT PLATE SHELF PROVIDE BLOCKING AS REQD 1' - 0" TL-4A I S N O T A V E L E E E S 2.1 2.1 UPPER CABINET DOOR A850 1 1/2" = 1'-0" 2.2 2.2 UPPER SHELF A850 1 1/2" = 1'-0" 3' - 0" 2' - 1" 8" 1' - 8" 8" 70° TYP SSF-1 3 CM N G I L A WD-2 ALUM PLATE FOR BOTTOM LIP FOR BOOK, TYP WD-2 " 0 - ' 3 MWA-4 TWO SWIVEL CASTERS AND TWO STRAIGHT CASTERS ON EACH PIECE " 8 / 1 1 " 4 / 1 2 " 6 1 / 1 1 - ' 1 " 4 / 1 2 " 6 1 / 3 2 - ' 1 " 4 / 1 2 " 4 / 3 " 8 / 1 8" 9" 8" SSF-1 3 CM N G I L A WD-2 1" TYP 70° TYP ALUM PLATE FOR BOTTOM LIP FOR BOOK, TYP WD-2 MWA-4 TWO SWIVEL CASTERS AND TWO STRAIGHT CASTERS ON EACH PIECE 4" " 4 / 1 2 i t v r . e r u t c e t i h c r A _ 4 2 R _ 1 2 0 3 2 0 2 / y r a r b L e a d h t u o S 1 2 0 3 2 0 2 / / : s c o D k s e d o t u A l 4.1 4.1 COUNTER WITH CONCEALED BRACKET A850 1 1/2" = 1'-0" 4.2 4.2 COUNTER WITH CONCEALED BRACKET - EAC A850 1 1/2" = 1'-0" 4.3 4.3 BASE CAB - WELLNESS A850 1 1/2" = 1'-0" 4.4 4.4 BENCH A850 1 1/2" = 1'-0" 4.6 4.6 BOOK DISPLAY A850 1 1/2" = 1'-0" 4.7 4.7 BOOK DISPLAY (CHILDREN) A850 1 1/2" = 1'-0" M A 3 1 : 8 3 : 1 1 5 2 0 2 / 7 2 / 6 . d t L , e l t s a c k c o R & r e r e h c S , r e y e M t h g i r y p o C 3 2 0 2 i g n w a r D Architecture and Interiors Civil and Landscape Structural and Facade Mechanical, Electrical and Plumbing Technology Lighting EOR Studio NYL Victus Engineering KCL Mazzetti Acoustic KRA 510 Marquette Avenue South, Suite 200 Minneapolis, MN 55402 | 612.375.0336 MSR Project No: 2023021 1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651. 770.8448 219 N 2nd Street #120 Minneapolis, Minnesota 55401 | 303.558.3145 2327 Wycliff St Suite 230, St Paul, MN 55114 | 612.859.8299 300 4th St, West Des Moines, IA 50265 | 515.724.7938 1999 Broadway, Denver, CO 80202 | 720.644.5032 4826 Chicago Ave, Minneapolis, MN 55417 | 612.374.3800 Owner Hennepin County Minnesota Facility Services Department A2208 Government Center, 300 South Sixth Street Minneapolis, MN 55487 | 612-596-6949 Southdale Library + Edina Art Center 7001 York Ave S, Edina, MN 55435 County Project No: 1005259 County Contract No: PR00006399 County Facilty No: 071 County Project Manger: Liz Veaderko Signature Print Name Matthew Kruntorad Date 6/27/2025 License No 48542 I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the Laws of the State of Minnesota. ISSUE / REVISION 100% CONSTRUCTION DOCS Mark Date 06-27-2025 100% CONSTRUCTION DOCS Description MILLWORK SECTIONS A850 Page 114 of 202 MILLWORK GENERAL NOTES MILLWORK KEYNOTES MILLWORK FINISH LEGEND 1. 2. FOR MILLWORK FINISHES AND ACCESSORIES REFER TO MILLWORK FINISH LEGEND REFER TO MATERIAL LIST ON SHEET G000 FOR INFORMATION ON MATERIAL AND FINISH TAGS IN DRAWINGS. 3. PROVIDE WALL BLOCKING FOR ALL WALL MOUNTED SHELVES AND MILLWORK 4. ALL CASEWORK DOORS/DRAWERS ARE FULL OVERLAY W/ SOFT CLOSING, CONCEALED HINGES AND SLIDES, U.N.O. 5. ALL DRAWERS TO HAVE HEAVY DUTY HARDWARE U.N.O M1 66" H SHELVING. MILLWORK INCLUDES: CANOPY TOPS (ACOUSTIC) WDPNL-1 100% END PANELS (ACOUSTIC) WDPNL-1 SECTION # 1.1 - A SHEET # A850 FINISH GROUP (SEE FINISH GROUP KEY BELOW) - A WOOD - B WHITE POWDER COAT MDF WD-3 WD-3 WD-2 CABINET FACE: EDGE FINISH: CABINET BODY: TOE KICK: WD-3 SHELF: MILLWORK PULL: WD-2 WITH WD-3 MWA-1B EDGE WD-4 WD-4 CABINET FACE: EDGE FINISH: CABINET BODY: WHITE MELAMINE AT CABINETS WITH A DOOR / DRAWER CABINET BODY: AT ALL OPEN CABINETS SHELF: WHITE MELAMINE WITH EDGE BAND TOE KICK: MILLWORK PULL: MTL-6 U.N.O MWA-1B WD-4 U.N.O WD-3 SOLID WOOD EDGES TYP FIXED DIVIDER TYP. ALL EDGES EASED TYP SSF-1 MWA-1B TYP MWA-3 MWA-3 WD-3 MWA-14 CUT TO SIZE - NOT ADHERED / " 4 1 7 - ' 2 / " 4 3 3 - ' 1 / " 4 3 4 WD-3 " 4 3 / WD-2 I N A R G 1' - 1" 1' - 10" " 0 1 - ' 2 MWA-3 MWA-3 MWA-5 TYP. MWA-3 MWA-3 3/4" 1' - 2" 8" 3' - 1 1/2" 1' - 2" 3/4" POWER GROMMET " 3 - ' 1 UPH-1 OVER MDF SUBSTRATE STEEL PLATE SUPPORTS AS REQD EQ EQ PROVIDE SUPPORT BRACKETS AS REQD PROVIDE WIRING CUTOUTS IN VERTICAL SUPPORTS WD-2 COORD W/ ELECT, ACCESS THRU BASE FOR WIRING PROVIDE WIRING CORD PATH FROM GROMMET WD-2 POWER AND DATA, ALL DEVICES ON THIS SIDE OF MILLWORK SSF-1 REMOVABLE ACCESS PANEL " 4 4' - 0" " 2 - ' 1 " 0 1 - ' 2 SSF-1 " 2 - ' 1 " 8 - ' 1 SSF-1 SSF-1 UPH-1 WD-2 WD-2 " 0 1 - ' "2 6 - ' 2 4' - 0" 4.8 4.8 BOOK BIN A851 1 1/2" = 1'-0" 4.9 4.9 BASE CAB - PRINT ISLAND A851 1 1/2" = 1'-0" 4.114.11 SELF CHECK A851 1 1/2" = 1'-0" 4.124.12 SELF CHECK A851 1 1/2" = 1'-0" FALSE PANEL 1' - 0 3/4" ADJUSTABLE SHELVES WITH INTEGRATED SLOTS IN SIDE PANELS AT 1" ON CENTER 16 GAUGE METAL, FOLDED W/ FRONT FACE TURNED DOWN 1/2" FOR LABELING " 2 / 1 P Y T " 1 1/4" SLOT ELEVATION " 4 / 1 3 " 8 / 1 2 MWA-3 HEAVY DUTY GLIDES TYP; " 7 " 8 / 7 9 " 8 / 1 0 - ' 1 " 4 / 1 9 - ' 2 " 0 - ' 3 FALSE PANEL 11 3/4" 2' - 0 3/4" FALSE PANEL N G L A I MILLWORK DESIGN TO SUPPORT FLAT SCREEN, ANCHOR TO WALL AS REQD (VERIFY W/ AV DWGS, 135 LBS) NOTE: MILLWORK VOID SPACE WILL FUNCTION AS A RETURN AIR PATH, ALL CABLING TO BE PLENUM RATED REF-1 " 0 - ' 6 " 0 - ' 3 " 8 / 1 3 - ' 3 " 8 / 7 8 - ' 2 2' - 0 3/4" 2' - 0 3/4" 3" 3' - 0 1/2" 2' - 0 3/4" 3" HEAVY DUTY GLIDES TYP; " 4 ENTIRE CAVITY TO BE LINED WITH 2" ACOUTICAL STONE WOOL INSULATION FALSE PANEL PROVIDE BLOCKING RECESSED WIRE AND CABLE MGMT BOX, SEE AV DWGS FLAT SCREEN DISPLAY - MOUNT, COORD WITH AV FLAT SCREEN DISPLAY - COORDINATE WITH AV I S E R A V I S N O T A V E L E E E S WIRING CONDUITS, COORD W/ ELEC AND AV HEAVY DUTY GLIDES TYP; " 8 / 5 0 1 " 4 / 1 0 - ' 1 " 4 WD-4 MWA-1B I S N O T A V E L E E E S POWER CHARGING STRIP POWER CHARGING STRIP POWER CHARGING STRIP " 0 - ' 3 " 8 / 1 3 - ' 3 " 8 / 7 8 - ' 2 " 2 / 1 3 - ' 1 " 2 / 1 3 - ' 1 " 2 / 1 3 - ' 1 " 2 / 1 3 - ' 1 FALSE PANEL COORDINATE HOLES THRU BACK PANEL FOR POWER ACCESS FOR MICROWAVES 2' - 0 3/4" OPEN CUBBIE FOR MICROWAVES OPEN CUBBIE FOR MICROWAVES MWA-3 MWA-3 MWA-3 " 2 " 2 " 2 " 6 Q E Q E " 4 2' - 0 3/4" 3" " 4 3" 2' - 0 3/4" " 4 " 4 1' - 6" 3" 2' - 0 3/4" 3" 3.1 3.1 BASE CAB X-A - STAFF PRINT TOWER A851 1 1/2" = 1'-0" 3.2 3.2 TOWER - BREAKROOM STORAGE A851 1 1/2" = 1'-0" 3.3 3.3 TOWER - FRIDGE A851 1 1/2" = 1'-0" 3.4 3.4 TOWER - FALSE A851 1 1/2" = 1'-0" 3.5 3.5 TOWER - DOORS W/ ADJ SHELVING A851 1 1/2" = 1'-0" 3.6 3.6 TOWER - DOORS LAPTOP CHARGING A851 1 1/2" = 1'-0" i t v r . e r u t c e t i h c r A _ 4 2 R _ 1 2 0 3 2 0 2 / y r a r b L e a d h t u o S 1 2 0 3 2 0 2 / / : s c o D k s e d o t u A l M A 4 2 : 8 3 : 1 1 5 2 0 2 / 7 2 / 6 . d t L , e l t s a c k c o R & r e r e h c S , r e y e M t h g i r y p o C 3 2 0 2 i g n w a r D Architecture and Interiors Civil and Landscape Structural and Facade Mechanical, Electrical and Plumbing Technology Lighting EOR Studio NYL Victus Engineering KCL Mazzetti Acoustic KRA 510 Marquette Avenue South, Suite 200 Minneapolis, MN 55402 | 612.375.0336 MSR Project No: 2023021 1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651. 770.8448 219 N 2nd Street #120 Minneapolis, Minnesota 55401 | 303.558.3145 2327 Wycliff St Suite 230, St Paul, MN 55114 | 612.859.8299 300 4th St, West Des Moines, IA 50265 | 515.724.7938 1999 Broadway, Denver, CO 80202 | 720.644.5032 4826 Chicago Ave, Minneapolis, MN 55417 | 612.374.3800 Owner Hennepin County Minnesota Facility Services Department A2208 Government Center, 300 South Sixth Street Minneapolis, MN 55487 | 612-596-6949 Southdale Library + Edina Art Center 7001 York Ave S, Edina, MN 55435 County Project No: 1005259 County Contract No: PR00006399 County Facilty No: 071 County Project Manger: Liz Veaderko Signature Print Name Matthew Kruntorad Date 6/27/2025 License No 48542 3.7 3.7 TOWER - EAC STAFF CUBBIES A851 1 1/2" = 1'-0" 3.8 3.8 TOWER - MICROWAVE CUBBY A851 1 1/2" = 1'-0" I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the Laws of the State of Minnesota. ISSUE / REVISION 100% CONSTRUCTION DOCS Mark Date 06-27-2025 100% CONSTRUCTION DOCS Description MILLWORK SECTIONS A851 Page 115 of 202 MILLWORK GENERAL NOTES MILLWORK KEYNOTES MILLWORK FINISH LEGEND 1. 2. FOR MILLWORK FINISHES AND ACCESSORIES REFER TO MILLWORK FINISH LEGEND REFER TO MATERIAL LIST ON SHEET G000 FOR INFORMATION ON MATERIAL AND FINISH TAGS IN DRAWINGS. 3. PROVIDE WALL BLOCKING FOR ALL WALL MOUNTED SHELVES AND MILLWORK 4. ALL CASEWORK DOORS/DRAWERS ARE FULL OVERLAY W/ SOFT CLOSING, CONCEALED HINGES AND SLIDES, U.N.O. 5. ALL DRAWERS TO HAVE HEAVY DUTY HARDWARE U.N.O COORDINATE GROMMET LOCATIONS IN FIELD 2' - 6" MWA-6A COORDINATE POWER AND DATA LOCATIONS W/ ELECTRICAL PONY WALL SUPPORT DOWN TO CLT BY METAL STUD FRAMING SUB GBD-1 4.134.13 RECEPTION DESK -COUNTER A852 1 1/2" = 1'-0" M1 66" H SHELVING. MILLWORK INCLUDES: CANOPY TOPS (ACOUSTIC) WDPNL-1 100% END PANELS (ACOUSTIC) WDPNL-1 SECTION # 1.1 - A SHEET # A850 FINISH GROUP (SEE FINISH GROUP KEY BELOW) - A WOOD - B WHITE POWDER COAT MDF WD-3 WD-3 WD-2 CABINET FACE: EDGE FINISH: CABINET BODY: TOE KICK: WD-3 SHELF: MILLWORK PULL: WD-2 WITH WD-3 MWA-1B EDGE WD-4 WD-4 CABINET FACE: EDGE FINISH: CABINET BODY: WHITE MELAMINE AT CABINETS WITH A DOOR / DRAWER CABINET BODY: AT ALL OPEN CABINETS SHELF: WHITE MELAMINE WITH EDGE BAND TOE KICK: MILLWORK PULL: MTL-6 U.N.O MWA-1B WD-4 U.N.O ALIGN / " 2 1 1 " 8 1 / SSF-1 MTL-1 3/8" ACRYLIC PLEXIGLASS CONTINUOUS WELD JOINTS AND POLISH AND BUFF ALL EDGES, TYP. WD-4 TRIM ON TOP OF CABINET 1/4" DEEP CONTINUOUS NOTCH TO RECEIVE 3/8" PLEXIGLASS COVER WD-4 TRIM FASCIA TO ALIGN WITH INTERIOR SIDE OF WD-4 DRAWER / " 2 1 6 - ' 2 " 0 1 - ' 2 5/8" GBD-1 (PAINTED PT-2A) AT CURVED CORNERS, USE (2) 1/4" PLY-1 PROVIDE WOOD BLOCKING PROVIDE WD-4 DRAWER WHERE EXPOSED TO VIEW, TYP. 6" CFMF STRUCTURE, REFER TO PLAN FOR WALL TYPE. " 3 - ' 2 AT CABINET TRANSITION 2 ______ A852 / " 2 1 2 L A E V E R " 4 1 / " 2 ALIGN 3/8" CLEAR ACRYLIC PLEXIGLASS DIVIDERS & TOP, FULLY WELDED POLISH AND BUFF EDGES, TYP. 1/8" REVEAL AROUND 3/8" ACRYLIC FRONT 3/8" CLEAR ACRYLIC FRONT ATTACHED TO BACK OF DRAWER FACE PANEL, TYP. WD-4 TRIM AROUND DRAWER 3/8" ACRYLIC PLEXIGLASS CONTINUOUS WELD JOINTS AT DIVIDER AND POLISH AND BUFF ALL EDGES, TYP. WD-4 TRIM FASCIA TO ALIGN WITH INTERIOR SIDE OF WD-4 DRAWER WD-4 FACE PANEL, TYP. PROVIDE CAM LOCK FOR ALL DRAWERS WITH MATCHING KEY TO OPEN AND LOCK ALL DRAWERS IN GIFT SHOP, TYP. MWA-1A ,TYP. MWA-3 SHOWN DASHED, TYP. PROVIDE WD-4 DRAWER WHERE EXPOSED TO VIEW, TYP. PROVIDE WOOD BLOCKING / " 4 1 6 " 5 / " 4 3 0 1 - ' 1 / " 4 1 1 " 5 / " 4 1 1 / " 4 3 6 - ' 1 " 0 1 - ' 2 S R E W A R D T H G E H Q E 2 I " 2 MTL-6 " 4 WD-4 BASE 3" 1' - 6 3/4" L A E V E R " 4 1 / 3' - 0" 3/8" CLEAR ACRYLIC PLEXIGLASS DIVIDERS & TOP, FULLY WELDED POLISH AND BUFF EDGES, TYP. 1/8" REVEAL AROUND 3/8" ACRYLIC FRONT WD-4 TRIM AROUND DRAWER 3/8" CLEAR ACRYLIC FRONT ATTACHED TO BACK OF DRAWER FACE PANEL, TYP. WD-4 MWA-1A TYP WD-4 PROVIDE CAM LOCK FOR ALL DRAWERS WITH MATCHING KEY TO OPEN AND LOCK ALL DRAWERS IN GIFT SHOP, TYP. MWA-3 WD-4 MWA-4 WD-4 GBD-1 PONY WALL SUPPORT DOWN TO CLT BY METAL STUD FRAMING SUB MTL-1 3' - 0 3/4" WD-4 1/4" 3' - 0" 1/2" 1 ______ A852 PONY WALL SUPPORT DOWN TO CLT BY METAL STUD FRAMING SUB WOOD BLOCKING AS REQD HIDDEN CLOSER HINGE (SOSS MODEL 416SSIC OR EQUAL) MTL-1 DPTN-1C 4.154.15 BASE CAB - DISPLAY CASE A852 1 1/2" = 1'-0" 4.164.16 MOBILE GLASS DISPLAY A852 1 1/2" = 1'-0" 4.17RECEPTION DESK - GATE DETAIL A852 1 1/2" = 1'-0" 3" 3"x 1/4" ALUM PLATE WD-4 MTL-1 " 0 1 - ' 2 " 4 1 / " 8 1 / / " 4 3 6 - ' 2 " 0 1 - ' 2 " 2 LEVEL 2 118' - 0" LEAVE 1/8" GAP TO ALLOW DRAWER TO OPEN, TYP. 3/8" ACRYLIC PLEXIGLASS FRONT BEYOND WD-4 TRIM AROUND TOP DRAWER WD-4 DRAWER WHERE EXPOSED TO VIEW, TYP. L A E V E R " 4 1 / / " 2 1 2 " 2 " 2 MWA-3 " 7 " 2 " 7 / " 4 1 6 / " 4 3 1 1 - ' 1 " 4 3/8" ACRYLIC PLEXIGLASS TOP CONTINUOUS ,WELDED TO VERTICAL ACRYLIC PLEXIGLASS DIVIDER, TYP. ALIGN ALIGN 3/8" ACRYLIC PLEXIGLASS DIVIDER AT CABINET TRANSITION 3/8" ACRYLIC PLEXIGLASS FRONT BEYOND WD-4 TRIM ON TOP OF CABINET, PROVIDE CONTINUOUS NOTCH TO RECEIVE 3/8" ACRYLIC PLEXIGLASS, TYP. FLEXIGLASS FRONT ATTACHED TO FRONT PANEL BEYOND SHOWN DASHED PROVIDE RABBET JOINT FOR ALL CABINET CONSTRUCTION, TYP. WOOD BLOCKING AS REQUIRED LEVEL 2 LEVEL 2 118'-0" 118' - 0" MAGNETIC POWER TRACK, CONTINUOUS, REFER TO LIGHTING DRAWINGS CONTINUOUS BEAD OF SEALANT AT JOINT, TYP. MWA-8 REFER TO FLOOR PLAN FOR WALL TYPE, TYP. PROVIDE 2X6 WOOD BLOCKING AT BRACKET LOCATION, TYP. 1/4" WOOD SHIM, CONTINUOUS MWA-8 MWA-9 SHOWN DASHED 1' - 1" WD-4 SHELF 1/2" 1/2" LINEAR LIGHT FIXTURE, REFER TO LIGHTING DRAWINGS " 4 1 / ROUTE OUT UNDERSIDE OF SHELF TO ACCOMMODATE RECESSED LINEAR LIGHTING, TYP ROUTE OUT EDGE OF SHELF TO RECESS LIGHTING WIRE RUNNING BACK TO MAGNETIC POWER TRACK, TYP. MWA-9 BEYOND LINE OF MWA-8 1 GATE SECTION A852 1 1/2" = 1'-0" 2 MW 22 SECTION DETAIL A852 1 1/2" = 1'-0" 3 DETAIL AT RECESSED SHELVES TRACK A852 3" = 1'-0" 4 DETAIL AT SHELF BRACKET A852 3" = 1'-0" " 2 1 / " 4 3 / " 0 - ' 2 " 4 3 / " 4 / 1 8 - ' 2 " 4 / 3 " 4 / 1 8 - ' 2 " 4 / 3 4 LATERAL BRACING AS REQD CUSTOM EXHAUST PLENUM SEE MECH DWGS WD-4 ALL EXPOSED EDGES, EASED WD-4 EDGE BAND ON ALL EXPOSED EDGES CUSTOM EXHAUST PLENUM SEE MECH DWGS WD-4 ALL EXPOSED EDGES, EASED BASE4 LEVEL 2 118' - 0" PROVIDE BASE PLATFORM " 6 - ' 7 " 5 1 1/64" 4" 5 1/64" 2' - 5 63/64" 1" 3' - 0" 4.184.18 PAINTING STORAGE CUBBIES A852 1 1/2" = 1'-0" i t v r . e r u t c e t i h c r A _ 4 2 R _ 1 2 0 3 2 0 2 / y r a r b L e a d h t u o S 1 2 0 3 2 0 2 / / : s c o D k s e d o t u A l M A 2 3 : 8 3 : 1 1 5 2 0 2 / 7 2 / 6 . d t L , e l t s a c k c o R & r e r e h c S , r e y e M t h g i r y p o C 3 2 0 2 i g n w a r D Architecture and Interiors Civil and Landscape Structural and Facade Mechanical, Electrical and Plumbing Technology Lighting EOR Studio NYL Victus Engineering KCL Mazzetti Acoustic KRA 510 Marquette Avenue South, Suite 200 Minneapolis, MN 55402 | 612.375.0336 MSR Project No: 2023021 1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651. 770.8448 219 N 2nd Street #120 Minneapolis, Minnesota 55401 | 303.558.3145 2327 Wycliff St Suite 230, St Paul, MN 55114 | 612.859.8299 300 4th St, West Des Moines, IA 50265 | 515.724.7938 1999 Broadway, Denver, CO 80202 | 720.644.5032 4826 Chicago Ave, Minneapolis, MN 55417 | 612.374.3800 Owner Hennepin County Minnesota Facility Services Department A2208 Government Center, 300 South Sixth Street Minneapolis, MN 55487 | 612-596-6949 Southdale Library + Edina Art Center 7001 York Ave S, Edina, MN 55435 County Project No: 1005259 County Contract No: PR00006399 County Facilty No: 071 County Project Manger: Liz Veaderko Signature Print Name Matthew Kruntorad Date 6/27/2025 License No 48542 I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the Laws of the State of Minnesota. ISSUE / REVISION 100% CONSTRUCTION DOCS Mark Date 06-27-2025 100% CONSTRUCTION DOCS Description MILLWORK SECTIONS A852 Page 116 of 202 2 3 4 5 6 7 10 9 1.1 1 A.1 Plotter Paper Cutter WOMEN Wedging Table Wedging Table 3' - 0" 3' - 0" Printer JANITORIAL 3' - 0" 3' - 0" Accessible Pottery Wheel Pug Mill D W Clay Pallet Clay Pallet Clay Pallet Floor Scrubber GAS KILN SODA KILN MEN " 2 3 / 3 0 - ' 9 W O L E B H C N E B 1' - 6" THE LOFT RECEPTION DRYING RACKS Etching Printing Press Slab Roller Wedging Table SLOT VENT ALL GENDER ALL GENDER SLOT VENT Spray Booth Clay Extruder 1 ______ A365 * FURNITURE IS NOT IN SCOPE, FOR REFERENCE ONLY 1 LEVEL 2 FURNITURE PLAN A902 1/8" = 1'-0" Architecture and Interiors Civil and Landscape Structural and Facade Mechanical, Electrical and Plumbing Technology Lighting EOR Studio NYL Victus Engineering KCL Mazzetti 510 Marquette Avenue South, Suite 200 Minneapolis, MN 55402 | 612.375.0336 MSR Project No: 2023021 1919 University Ave. W, Suite 300, St. Paul, MN 55104 | 651. 770.8448 219 N 2nd Street #120 Minneapolis, Minnesota 55401 | 303.558.3145 2327 Wycliff St Suite 230, St Paul, MN 55114 | 612.859.8299 300 4th St, West Des Moines, IA 50265 | 515.724.7938 1999 Broadway, Denver, CO 80202 | 720.644.5032 4826 Chicago Ave, Minneapolis, MN 55417 | 612.374.3800 ALL GENDER ALL GENDER WELLNESS STORAGE 239 AV 240 N N 15 DEGREES N N 15 DEGREES PLAN NORTH TRUE NORTH PLAN NORTH TRUE NORTH Owner Hennepin County Minnesota Facility Services Department A2208 Government Center, 300 South Sixth Street Minneapolis, MN 55487 | 612-596-6949 Southdale Library + Edina Art Center 7001 York Ave S, Edina, MN 55435 County Project No: 1005259 County Contract No: PR00006399 County Facilty No: 071 County Project Manger: Liz Veaderko Signature Print Name Matthew Kruntorad Date 6/27/2025 License No 48542 I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the Laws of the State of Minnesota. ISSUE / REVISION 100% CONSTRUCTION DOCS Mark Date 06-27-2025 100% CONSTRUCTION DOCS Description LEVEL TWO FURNITURE PLAN A902 2 ______ A365 Acoustic KRA A B C D E F G H t v r . e r u t c e t i h c r A _ 4 2 R _ 1 2 0 3 2 0 2 / y r a r b L i l e a d h t u o S 1 2 0 3 2 0 2 / / : s c o D k s e d o t u A M A 7 0 : 4 3 : 1 1 5 2 0 2 / 7 2 / 6 . d L t , e l t s a c k c o R & r e r e h c S , r e y e M t h g i r y p o C 3 2 0 2 i g n w a r D Page 117 of 202 d ITEM REPORT Date: October 22, 2025 Meeting: City Council Agenda Number: 6.9 Item Type: Report & Recommendation Item Activity: Approve Prepared By: Kari Sinning, Deputy City Clerk Department: Administration Item Title: Approve Two New On-Sale Wine and 3.2 Percent Malt Liquor Licenses Action Requested: Approve two new On-Sale Wine and On-Sale 3.2 Percent Malt Liquor Licenses for TRG SP-MN LLC dba Sweet Paris Creperie and Cafe, and VOP EDINA, LLC dba Edina Heights Senior Living. Information/Background: Staff recommends approval for the following establishments that have applied for On-Sale Wine and 3.2 Malt Liquor Licenses: • TRG SP-MN LLC dba Sweet Paris Creperie and Cafe, located at 1 W. 69th St #3455B (Galleria); and, • VOP EDINA, LLC dba Edina Heights Senior Living, located at 3330 Edinborough Way, The applications comply with City Code requirements and background investigations have been completed by the Police Department. Supporting Documentation: None Page 118 of 202 d ITEM REPORT Date: October 22, 2025 Meeting: City Council Agenda Number: 6.10 Item Type: Report & Recommendation Item Activity: Approve Prepared By: Kari Sinning, Deputy City Clerk Department: Administration Item Title: Summary Publications for Ordinances 2025-09 and 2025-10 Action Requested: Approve summary publication for Ordinance No. 2025-09 amending Chapter 36, Floodplain Districts and Ordinance No. 2025-10 regarding stormwater management. Information/Background: State Statute requires that the City publish all approved ordinances within 45 days of approval in its official newspaper. State Statute allows cities to choose to publish a summary of a complete public notice. This is a cost-effective option for long ordinances. Supporting Documentation: 1. 2. Summary Publication Ordinance No. 2025-09 Amending Chapter 36 Floodplain Districts Summary Publication Ordinance No. 2025-10 Amending Stormwater Management Page 119 of 202 CITY OF EDINA HENNEPIN COUNTY, MINNESOTA ORDINANCE NO. 2025-09 AN ORDINANCE AMENDING CHAPTER 36 OF THE EDINA CITY CODE CONCERNING ZONING, ARTICLE X, FLOODPLAIN DISTRICTS NOTICE IS HEREBY GIVEN that, on October 7, 2025, Ordinance No. 2025-09 was adopted by the City Council of the City of Edina, Minnesota. Because the ordinance is lengthy, this summary was prepared for publication and approved by the City Council as allowed by state law. Ordinance No. 2025-09 replaced Chapter 36, Article X., Floodplain Districts, in its entirety. The ordinance was based off the Minnesota DNR model floodplain ordinance, to satisfy the state and federal standards detailed in Minnesota Statutes, Chapter 103F; Minnesota Rules, parts 6120.5000 – 6120.6200; the rules and regulations of the National Flood Insurance Program in 44 CFR 59 to 78; and the floodplain development policies of the City’s Water Resources Management Plan. The ordinance provides the general regulations for development in floodplains, as well as procedures guiding administrative responsibilities. The complete ordinance is available by email by contacting Sharon Allison at sallison@EdinaMN.gov or calling 952-826-0408. APPROVED for summary publication by the City Council this 22nd day of October 2025. By order of the Edina City Council. Sharon Allison City Clerk Please publish in the Edina Sun Current on _____, 2025 Send one affidavit of publication. Bill to Edina City Clerk Page 120 of 202 CITY OF EDINA HENNEPIN COUNTY, MINNESOTA ORDINANCE NO. 2025-10 AN ORDINANCE AMENDMENT REGARDING STORMWATER MANAGEMENT NOTICE IS HEREBY GIVEN that, on October 7, 2025, Ordinance No. 2025-10 was adopted by the City Council of the City of Edina, Minnesota. Because the ordinance is lengthy, this summary was prepared for publication and approved by the City Council as allowed by state law. Ordinance No. 2025-10 amended city code to move and update stormwater management rules from Chapter 10 to Chapter 36 to clarify when stormwater and erosion control plans are required. The change codifies long-standing standards for various project categories to manage runoff and mitigate potential adverse impacts. The complete ordinance is available by email by contacting Sharon Allison at sallison@EdinaMN.gov or calling 952-826-0408. APPROVED for summary publication by the City Council this 22nd day of October 2025. By order of the Edina City Council. Sharon Allison City Clerk Please publish in the Edina Sun Current on _____, 2025 Send one affidavit of publication. Bill to Edina City Clerk Page 121 of 202 Date: October 22, 2025 Meeting: City Council Agenda Number: 7.1 Item Type: Other d ITEM REPORT Item Activity: Information Prepared By: Scott Neal, City Manager Department: Administration Item Title: Edina Chamber of Commerce Explore Edina Annual Report Action Requested: No action requested, information only. Information/Background: Edina Chamber of Commerce President Shelly Loberg will provide the City Council with her annual fiscal and operational report for the City’s convention and visitor’s bureau, Explore Edina. Following her presentation, she will stand for questions from the Council. Supporting Documentation: 1. 2. 3. Edina Chamber Statement of Financial Position as of 8-31-25 Edina Chamber-Explore Statement of Activity vs. Budget as of 8-31-25 2026 Budgets Preliminary Page 122 of 202 Edina Chamber of Commerce Statement of Financial Position As of August 31, 2025 ASSETS Current Assets Bank Accounts 10200 Checking - North American Bank *2038 Explore 10203 Checking - Fall into the Arts *5658 Chamber 10205 Checking - Tradition *5654 Chamber 10500 Savings - North American Bank *4093 Explore 10505 Money Market - Tradition *7638 Chamber 10700 Schwab US Bank Foundation Total Bank Accounts Accounts Receivable 11000 Accounts Receivable Total Accounts Receivable Other Current Assets Total Other Current Assets Total Current Assets Fixed Assets 15000 Furniture & Equipment - Explore 15010 Office Furniture - Chamber 15020 Office Equipment - Chamber 15030 Computer Equipment - Chamber 15040 Leasehold Improvements 15900 Accumulated Depreciation Total Fixed Assets TOTAL ASSETS LIABILITIES AND EQUITY Liabilities Current Liabilities Accounts Payable 20000 Accounts Payable Total Accounts Payable Other Current Liabilities Total Other Current Liabilities Total Current Liabilities Long-Term Liabilities 26200 Note Payable - Const Loan Total Long-Term Liabilities Total Liabilities Total 27,411 84,898 42,479 157 3,011 227,142 264 $ 385,361 97,841 $ 97,841 $ 7,613 $ 490,815 7,079 6,000 10,597 37,195 655,767 (58,450) $ 658,189 $ 1,149,004 0 $ - $ 12,639 $ 12,639 460,590 $ 460,590 $ 473,229 Page 123 of 202Edina Chamber of Commerce Statement of Financial Position As of August 31, 2025 Equity 28000 Net Assets 28010 Unrestricted Net Assets-Explore 28015 Board Designated-Marketing Cont 28019 Temp. Restricted Net Assets Total 28000 Net Assets 30000 Opening Balance Equity 32001 Unrestricted Net Assets 32002 Unrestricted Net Assets-Lab Net Revenue Total Equity TOTAL LIABILITIES AND EQUITY Total 270,228 20,000 264 $ 290,492 914 383,786 (17,344) 17,927 $ 675,776 $ 1,149,004 Shull Consulting-Thursday, Oct 02, 2025 08:41:56 AM GMT-7 - Accrual Basis Page 124 of 202Edina Chamber of Commerce-Explore Statement of Activity vs. Budget January 1- August 31, 2025 Revenue 30200 Lodging Tax Total 30200 Lodging Tax 30201 Fashion Show 35000 Financial 35040 Bank Interest Total 35000 Financial Total Revenue Gross Profit Expenditures 42000 Promotion/Communications Exp. 42015 Design Services 42020 Mail Service 42025 Printing 42030 Public Relations Expense 42035 Advertising 42050 Website 42055 Visitor's Guide 42060 Photography 42070 Media Minefield Explore Actual Budget over Budget 374,695 431,000 (56,305) $ 374,694 $ 431,000 $ (56,306) 11,465 30,000 (18,535) 157 157 $ 157 $ - $ 157 $ 386,316 $ 461,000 $ (74,684) $ 386,316 $ 461,000 $ (74,684) 3,333 (3,333) 425 2,530 667 2,667 3,750 118,855 126,667 2,465 6,946 1,156 1,000 8,000 1,500 5,000 (242) (2,667) (1,220) (7,812) 1,465 (1,054) (344) (5,000) Total 42000 Promotion/Communications Exp. $ 132,377 $ 152,583 $ (20,206) 43200 Sponsorships 43400 Fashion Show 43500 City Events 43700 City Event Grants 49000 Special Programming 49100 Taste of Edina - Exp. 49120 Promotions and Printing Total 49100 Taste of Edina - Exp. Total 49000 Special Programming 50000 Payroll 50020 Marketing/Comm. Director 50040 Marketing Director-Explore 50060 President 50090 Temporary Labor Total 50000 Payroll 50100 Taxes and Benefits 50101 Payroll Taxes 50120 Simple Plan Expense 50140 LTD Policy Total 50100 Taxes and Benefits 51000 Occupancy costs 51001 Rent Total 51000 Occupancy costs 900 44,645 40,000 87,115 900 50,000 (5,355) 50,000 (10,000) 75,000 12,115 217 217 $ 217 $ - $ 217 $ 217 $ - $ 217 21,000 20,790 44,137 252 21,000 19,440 44,100 800 0 1,350 37 (548) $ 86,179 $ 85,340 $ 839 6,162 12,801 956 482 2,560 240 (6,639) (1,604) 242 $ 7,601 $ 15,601 $ (8,001) 56,355 56,640 (285) $ 56,355 $ 56,640 $ (285) Page 125 of 202Edina Chamber of Commerce-Explore Statement of Activity vs. Budget January 1- August 31, 2025 52000 Insurance 52010 Employee Insurance 52030 DEO 52040 Property/Liability 52050 Workers Compensation 52060 Liability Total 52000 Insurance 53000 Business Expense 53040 Mileage and Parking 53050 Meals 53060 Travel Explore Actual Budget over Budget 7,527 948 3,858 7,200 270 327 (270) 3,112 (3,112) 293 654 3,858 $ 12,333 $ 10,876 $ 1,458 994 4,161 200 800 4,000 (200) 194 161 Total 53000 Business Expense $ 5,155 $ 5,000 $ 155 54000 Office Supplies 54020 Color Printer 54030 Paper/Supplies 54040 Equipment 54060 Printers/ Supplies 54090 Postage Total 54000 Office Supplies 55000 Communication/Technology Exp 55010 Telephone 55030 Internal Computer Tech Support 55040 Software licenses and support 55050 Cable and Internet 732 1,205 45 1,504 1,200 350 100 (772) 5 (350) (55) $ 1,982 $ 3,154 $ (1,172) 1,356 2,682 1,815 1,876 1,200 2,000 1,600 156 682 1,815 276 Total 55000 Communication/Technology Exp $ 7,729 $ 4,800 $ 2,929 57000 Dues, Subscriptions Expense 57010 Explore Memberships 57050 Publications/Subscriptions 1,357 341 1,200 350 157 (9) Total 57000 Dues, Subscriptions Expense $ 1,698 $ 1,550 $ 148 57400 Donations 57500 Education 58000 Financial and Admin Exp 58010 Accounting 58040 Payroll Services 58050 Bank Charges/Checks 58070 Credit Card Fees 340 2,528 9,617 1,306 171 767 800 3,000 (460) (473) 10,000 (383) 800 200 506 (29) 767 Total 58000 Financial and Admin Exp $ 11,861 $ 11,000 $ 861 61010 Board Meetings Total 61000 Board of Directors Total Expenditures Net Operating Revenue 150 200 (51) $ 150 $ 200 $ (51) $ 499,164 $ 525,544 $ (26,380) $ (112,848) $ (64,544) $ (48,304) Shull Consulting-Tuesday, Oct 14, 2025 04:00:01 PM GMT-7 - Accrual Basis Page 126 of 202Explore 2025 Budget Ordinary Income/Expense Income 30200 Lodging Tax 30201 Fashion Show Grant Fund Total Income Expense 42000 Promotion/Communication Expense 42015 Design Services 42020 Mail Services 42025 Printing 42030 Public Relations/Promo 42035 Advertising 42050 Website 42055 Visitors Guide 42060 Photography 42070 Media Placements Total Promotion/Communication Expense 43400 Fashion Show 43500 City Events 43700 Marketing/Event Grants Payroll 60.00% 60.00% 60.00% 53,500.00 71,500.00 111,500.00 50020 Marketing/Communications-Jordan 50040 Marketing & Partnership Director-Caitlyn 50060 President-Shelly 50090 Temporary Labor 60.00% Payroll Taxes and Benefits 15.00% 2,000.00 3.00% 50101 Payroll Taxes 50110 Medical Benefits 50120 Simple Plan Expense 50140 LTD Policy Total Payroll & Taxes/Benefits Page 127 of 20260.00% 11,800.00 51001 Rent 60.00% 60.00% 60.00% 500.00 7,200.00 500.00 52030 D&O 52040 Property/Liability/Auto 52050 Workers' Comp Insurance Total Insurance Business Expenses 53040 Mileage & Parking 53050 Meals 53060 Travel Total Business Expenses Office Supplies 54020 Color Printer 54030 Paper/Supplies 54040 Equipment 54060 Printer/Supplies Total Office Supplies Communications/Technology Expense 55010 Telephone 55030 Internal Computer Tech & Support 55050 Cable & Internet Total Communications/Technology Expense Dues/Subscriptions 57010 Explore Memberships 57050 Publications/Subscriptions Total Dues/Subscriptions 57400 Donations 57500 Education Financial and Admin Expense 58010 Accounting 58040 Payroll Service 58050 Bank Charges Total Financial and Admin Expense Page 128 of 20261010 Board Meetings Total Expenses Net Ordinary Income/(Loss) Assumed Split with Chamber Explore Chamber Page 129 of 20226-1 26-2 26-3 26-4 26-5 Explore 2025 Budget 35,000.00 37,000.00 42,000.00 46,000.00 35,000.00 37,000.00 25,000.00 67,000.00 25,000.00 71,000.00 100.00 13,500.00 250.00 1,000.00 2,500.00 13,500.00 8,000.00 100.00 250.00 13,500.00 250.00 1,000.00 1,000.00 13,500.00 52,000.00 13,000.00 25,000.00 90,000.00 100.00 1,500.00 13,500.00 250.00 1,000.00 14,850.00 24,000.00 16,100.00 13,500.00 16,350.00 2,675.00 3,575.00 5,575.00 100.00 1,788.75 1,200.00 357.75 50.00 2,675.00 3,575.00 5,575.00 100.00 1,788.75 1,200.00 357.75 50.00 25,000.00 2,675.00 3,575.00 5,575.00 100.00 1,788.75 1,200.00 357.75 50.00 25,000.00 25,000.00 20,000.00 25,000.00 2,675.00 3,575.00 5,575.00 100.00 1,788.75 1,200.00 357.75 50.00 25,000.00 2,675.00 3,575.00 5,575.00 100.00 1,788.75 1,200.00 357.75 50.00 15,321.50 15,321.50 15,321.50 15,321.50 15,321.50 Page 130 of 2027,080.00 7,080.00 7,080.00 7,080.00 7,080.00 - - - - - 50.00 150.00 150.00 50.00 150.00 1,000.00 150.00 50.00 150.00 200.00 150.00 1,200.00 150.00 200.00 150.00 100.00 150.00 100.00 500.00 150.00 300.00 225.00 675.00 600.00 250.00 850.00 100.00 800.00 100.00 25.00 925.00 150.00 100.00 250.00 150.00 250.00 225.00 625.00 150.00 100.00 100.00 350.00 150.00 300.00 225.00 675.00 150.00 100.00 150.00 150.00 100.00 400.00 250.00 150.00 250.00 225.00 625.00 150.00 300.00 225.00 675.00 - - - - 100.00 100.00 100.00 100.00 1,000.00 800.00 100.00 25.00 925.00 800.00 100.00 25.00 925.00 800.00 100.00 25.00 925.00 1,000.00 800.00 100.00 25.00 925.00 Page 131 of 20225.00 25.00 25.00 25.00 25.00 40,526.50 49,476.50 66,776.50 108,126.50 91,926.50 (5,526.50) (12,476.50) 223.50 (37,126.50) (1,926.50) 60.00% 40.00% Page 132 of 202Explore 2025 Budget 26-6 26-7 26-8 26-9 26-10 57,000.00 58,000.00 61,500.00 61,500.00 45,000.00 25,000.00 82,000.00 250.00 13,500.00 1,000.00 58,000.00 61,500.00 61,500.00 45,000.00 100.00 13,500.00 250.00 2,500.00 13,500.00 100.00 250.00 13,500.00 250.00 13,500.00 14,750.00 13,850.00 17,000.00 14,100.00 14,500.00 1,000.00 1,000.00 25,000.00 2,675.00 3,575.00 5,575.00 100.00 1,788.75 1,200.00 357.75 50.00 20,000.00 2,675.00 3,575.00 5,575.00 100.00 1,788.75 1,200.00 357.75 50.00 2,675.00 3,575.00 5,575.00 100.00 1,788.75 1,200.00 357.75 50.00 2,675.00 3,575.00 5,575.00 100.00 1,788.75 1,200.00 357.75 50.00 2,675.00 3,575.00 5,575.00 100.00 1,788.75 1,200.00 357.75 50.00 15,321.50 15,321.50 15,321.50 15,321.50 15,321.50 Page 133 of 2027,080.00 7,080.00 7,080.00 7,080.00 7,080.00 300.00 4,320.00 300.00 4,920.00 - - - - 150.00 50.00 150.00 150.00 1,000.00 50.00 150.00 150.00 150.00 200.00 1,150.00 200.00 150.00 150.00 100.00 150.00 400.00 150.00 250.00 225.00 625.00 - 100.00 800.00 100.00 25.00 925.00 150.00 100.00 100.00 350.00 150.00 300.00 225.00 675.00 400.00 400.00 100.00 800.00 100.00 25.00 925.00 150.00 100.00 250.00 150.00 250.00 225.00 625.00 150.00 100.00 150.00 100.00 500.00 150.00 300.00 225.00 675.00 150.00 100.00 250.00 150.00 250.00 225.00 625.00 - - - 100.00 100.00 100.00 1,000.00 800.00 100.00 25.00 925.00 800.00 100.00 25.00 925.00 800.00 100.00 25.00 925.00 Page 134 of 20225.00 25.00 25.00 25.00 25.00 69,296.50 58,926.50 42,476.50 39,926.50 38,976.50 12,703.50 (926.50) 19,023.50 21,573.50 6,023.50 Page 135 of 202Explore 2025 Budget 26-11 26-12 Total 25 42,000.00 38,000.00 42,000.00 38,000.00 575,000.00 13,000.00 100,000.00 688,000.00 100.00 13,500.00 250.00 250.00 13,500.00 600.00 1,000.00 6,500.00 162,000.00 1,500.00 8,000.00 3,000.00 4,000.00 13,850.00 13,750.00 186,600.00 x 50,000.00 x 40,000.00 x 100,000.00 x 32,100.00 42,900.00 66,900.00 1,200.00 21,465.00 14,400.00 4,293.00 600.00 2,675.00 3,575.00 5,575.00 100.00 1,788.75 1,200.00 357.75 50.00 2,675.00 3,575.00 5,575.00 100.00 1,788.75 1,200.00 357.75 50.00 15,321.50 15,321.50 183,858.00 x Page 136 of 2027,080.00 7,080.00 84,960.00 x 300.00 4,320.00 300.00 - - 4,920.00 x 50.00 150.00 150.00 300.00 1,800.00 2,000.00 200.00 150.00 4,100.00 x 150.00 100.00 100.00 350.00 150.00 300.00 225.00 675.00 150.00 100.00 1,800.00 1,200.00 600.00 500.00 250.00 4,100.00 x 150.00 250.00 225.00 1,800.00 3,300.00 2,700.00 625.00 7,800.00 x 1,000.00 250.00 - - 1,250.00 x 100.00 100.00 1,200.00 x 1,000.00 4,000.00 x 2,500.00 100.00 25.00 800.00 100.00 25.00 11,300.00 1,200.00 300.00 2,625.00 925.00 12,800.00 x 685,888.00 - Page 137 of 20225.00 25.00 300.00 x 40,226.50 39,226.50 685,888.00 1,773.50 (1,226.50) 2,112.00 680,688.00 100,000.00 580,688.00 105,200.00 Page 138 of 202Edina Chamber 2025 Budget Ordinary Income/Expense Income Dues 30310 New Dues 30320 Process Fee 30330 Renewal Dues Other Foundation Total Dues 49550 Rent Income - BIG Innovation Lab/ECF General Meetings 31010 Annual Meeting 31034 Edina Shark Tank 31033 Womens Progressive Luncheon Total General Meetings 32020 Newsletter Inserts and Advertisements 41060 Student Scholarships Program Revenue 34010 Sunrise Edina 34050 Power Hour 34080 WILL Total Program Revenue gala 39310 Ticket Sales 39330 Raffle 39360 Sponsorships Total Gala Fall Into The Arts Festival 39401 Sponsorships 39400 Other Page 139 of 202Total Fall Into The Arts Festival Total Income Expense General Membership Meetings 41020 Annual Meeting Teacher of the Year 41060 Student Awards 41084 Shark Tank Womens Progressive Luncheon 41070 State of the Community Total General Membership Meetings 41500 Legal Promotion/Communication Expense 42030 Public Relations Expense 42060 Photography Total Promotion/Communication Expense Programming Expenses 44010 Sunrise Edina 44060 Will 44080 Power Hour Total Programming Expenses Gala Expenses 49310 Venue Expense 49370 Printing 49380 Decorations 49300 Other Total Gala Fall in the Arts Expense Payroll 40.00% 40.00% 40.00% 52,500.00 70,500.00 110,250.00 50020 Marketing/Communications-Jordan 50040 Marketing& Partnership Director-Caitlyn 50060 President-Shelly Page 140 of 20250090 Temporary Labor 40.00% Payroll Taxes and Benefits 15.00% 1,500.00 3.00% 50101 Payroll Taxes 50110 Medical Benefits 50120 Simple Plan Expense 50140 LTD Policy Total Payroll & Taxes/Benefits 40.00% 11,800.00 51001 Rent 40.00% 40.00% 40.00% 500.00 7,200.00 500.00 52030 D&O 32040 Property/Liability/Auto 52050 Workers' Comp Insurance Total Insurance Business Expenses 53040 Mileage & Parking 53050 Meals 53060 Travel Total Business Expenses Office Supplies 54020 Color Printer 54030 Paper/Supplies 54040 Equipment 54060 Printer/Supplier Total Office Supplies Communications/Technology Expense 55010 Telephone 55030 Internal Computer Tech & Support 55040 Software License 55050 Cable & Internet Total Communications/Technology Expense Dues/Subscriptions 57050 Publications/Subscriptions Total Dues/Subscriptions 40.00% 400.00 Page 141 of 20257500 Education Financial and Admin Expense 58010 Accounting 58040 Payroll Service 58050 Bank Charges 58070 Credit Card Fees Total Financial and Admin Expense 61010 Board Meetings City Loan Repayment Total Expenses Net Ordinary Income/(Loss) Assumed Split with Chamber Explore Chamber Beginning Cash Income/(Loss) Ending Cash Cash Flow Analysis Page 142 of 20225-Jan 25-Feb 25-Mar 25-Apr 25-May Edina Chamber 2025 Budget 2,083.33 100.00 7,500.00 2,083.33 100.00 7,500.00 2,083.33 100.00 7,500.00 9,683.33 9,683.33 9,683.33 2,083.33 100.00 7,500.00 13,000.00 22,683.33 2,500.00 2,606.00 2,083.33 100.00 7,500.00 9,683.33 - 2,000.00 6,600.00 2,000.00 4,000.00 1,600.00 2,000.00 4,000.00 7,750.00 4,000.00 8,600.00 7,600.00 6,000.00 7,750.00 4,000.00 150.00 150.00 150.00 150.00 150.00 3,600.00 3,300.00 3,500.00 600.00 600.00 3,000.00 600.00 300.00 600.00 10,400.00 600.00 600.00 900.00 600.00 7,500.00 1,200.00 10,000.00 10,000.00 11,000.00 18,700.00 10,000.00 11,000.00 - 4,800.00 8,916.66 4,800.00 8,916.66 4,800.00 8,916.66 4,800.00 8,916.66 4,800.00 8,916.66 Page 143 of 20213,716.66 13,716.66 13,716.66 13,716.66 13,716.66 42,549.99 52,949.99 42,755.99 56,199.99 28,149.99 3,300.00 3,300.00 - 150.00 150.00 2,000.00 5,000.00 300.00 - 300.00 5,000.00 - - 550.00 550.00 600.00 550.00 550.00 750.00 3,000.00 350.00 4,100.00 - 550.00 600.00 550.00 1,150.00 550.00 550.00 1,150.00 750.00 300.00 500.00 18,000.00 750.00 800.00 18,000.00 - - 1,750.00 2,350.00 3,675.00 1,750.00 1,410.00 3,675.00 1,750.00 470.00 3,675.00 1,750.00 470.00 3,675.00 1,750.00 1,410.00 3,675.00 Page 144 of 202200.00 200.00 200.00 200.00 200.00 1,196.25 600.00 239.25 30.00 1,055.25 600.00 211.05 30.00 914.25 600.00 182.85 30.00 914.25 600.00 182.85 30.00 1,055.25 600.00 211.05 30.00 10,040.50 8,931.30 7,822.10 7,822.10 8,931.30 4,720.00 4,720.00 4,720.00 4,720.00 4,720.00 - - - - - 50.00 125.00 125.00 50.00 125.00 1,000.00 125.00 50.00 125.00 175.00 125.00 1,175.00 125.00 175.00 85.00 150.00 25.00 260.00 150.00 225.00 5,000.00 160.00 5,535.00 350.00 350.00 85.00 150.00 25.00 260.00 150.00 225.00 160.00 535.00 85.00 150.00 75.00 25.00 335.00 150.00 225.00 160.00 535.00 85.00 150.00 25.00 260.00 150.00 225.00 160.00 535.00 85.00 150.00 25.00 260.00 150.00 225.00 160.00 535.00 - - - - Page 145 of 202- - - - - 1,250.00 100.00 25.00 583.33 1,250.00 100.00 25.00 583.33 1,000.00 1,250.00 100.00 25.00 583.33 1,000.00 750.00 100.00 25.00 583.33 1,250.00 100.00 25.00 583.33 1,958.33 1,958.33 1,958.33 1,958.33 1,458.33 25.00 25.00 25.00 25.00 25.00 18,400.00 27,663.83 18,804.63 61,670.43 15,995.43 22,354.63 14,886.16 34,145.36 (18,914.44) 40,204.56 5,795.36 60.00% 40.00% 25-Jan 25-Feb 25-Mar 25-Apr 25-May 49,079.32 14,886.16 63,965.48 63,965.48 34,145.36 98,110.85 98,110.85 (18,914.44) 79,196.41 79,196.41 40,204.56 119,400.97 119,400.97 5,795.36 125,196.34 Cash Flow Analysis Page 146 of 202Edina Chamber 2025 Budget 25-Jun 25-Jul 25-Aug 25-Sep 25-Oct 2,083.33 100.00 7,500.00 2,083.33 100.00 7,500.00 2,083.33 100.00 7,500.00 2,083.33 100.00 7,500.00 2,083.33 100.00 7,500.00 9,683.33 9,683.33 9,683.33 9,683.33 9,683.33 - - 1,000.00 1,000.00 1,000.00 1,000.00 2,000.00 7,000.00 - - 2,000.00 7,000.00 150.00 150.00 150.00 150.00 150.00 600.00 500.00 300.00 600.00 600.00 1,100.00 300.00 600.00 600.00 300.00 500.00 800.00 - - - - - 4,800.00 8,916.66 4,800.00 11,416.66 4,800.00 11,416.66 4,800.00 8,916.66 4,800.00 8,916.66 Page 147 of 20213,716.66 16,216.66 16,216.66 13,716.66 13,716.66 24,649.99 27,349.99 27,649.99 27,149.99 32,349.99 - 500.00 5,000.00 5,000.00 550.00 750.00 - - - - - - - - 550.00 550.00 600.00 550.00 550.00 750.00 1,300.00 550.00 1,150.00 550.00 1,300.00 - - - - - 12,000.00 12,000.00 12,000.00 1,750.00 2,350.00 3,675.00 1,750.00 2,350.00 3,675.00 1,750.00 2,350.00 3,675.00 1,750.00 2,350.00 3,675.00 1,750.00 2,350.00 3,675.00 Page 148 of 202200.00 200.00 200.00 200.00 200.00 1,196.25 600.00 239.25 30.00 1,196.25 600.00 239.25 30.00 1,196.25 600.00 239.25 30.00 1,196.25 600.00 239.25 30.00 1,196.25 600.00 239.25 30.00 10,040.50 10,040.50 10,040.50 10,040.50 10,040.50 4,720.00 4,720.00 4,720.00 4,720.00 4,720.00 200.00 2,880.00 200.00 3,280.00 - - - - 125.00 50.00 125.00 125.00 50.00 125.00 1,000.00 125.00 125.00 175.00 125.00 1,175.00 125.00 85.00 150.00 75.00 25.00 335.00 150.00 225.00 160.00 535.00 85.00 150.00 25.00 260.00 150.00 225.00 160.00 535.00 85.00 150.00 25.00 260.00 150.00 225.00 160.00 535.00 85.00 150.00 75.00 25.00 335.00 150.00 225.00 160.00 535.00 85.00 150.00 25.00 260.00 150.00 225.00 160.00 535.00 - - - - - Page 149 of 202- - - - - 1,000.00 1,000.00 750.00 100.00 25.00 583.33 750.00 100.00 25.00 583.33 750.00 100.00 25.00 583.33 750.00 100.00 25.00 583.33 750.00 100.00 25.00 583.33 1,458.33 1,458.33 1,458.33 1,458.33 1,458.33 25.00 25.00 25.00 25.00 25.00 18,400.00 27,318.83 49,163.83 30,313.83 31,838.83 18,463.83 (2,668.84) (21,813.84) (2,663.84) (4,688.84) 13,886.16 Cash Flow Analysis 25-Jun 25-Jul 25-Aug 25-Sep 25-Oct 125,196.34 (2,668.84) 122,527.50 122,527.50 (21,813.84) 100,713.66 100,713.66 (2,663.84) 98,049.83 98,049.83 (4,688.84) 93,360.99 93,360.99 13,886.16 107,247.15 Page 150 of 202Edina Chamber 2025 Budget 25-Nov 25-Dec Total 25 2,083.33 100.00 7,500.00 2,083.33 100.00 7,500.00 9,683.33 9,683.33 25,000.00 1,200.00 90,000.00 13,000.00 129,200.00 1,000.00 1,000.00 11,106.00 15,000.00 19,750.00 8,200.00 - - 42,950.00 150.00 150.00 1,800.00 600.00 600.00 3,000.00 9,000.00 4,200.00 4,500.00 600.00 600.00 17,700.00 7,500.00 1,200.00 31,000.00 - - 39,700.00 8,916.66 8,916.66 48,000.00 111,999.92 11416 Page 151 of 2028,916.66 8,916.66 159,999.92 20,349.99 20,349.99 402,455.92 6,000.00 6,000.00 750.00 3,000.00 150.00 6,000.00 - 13,550.00 2,500.00 10,000.00 300.00 - - - 62,410,300.00 550.00 600.00 550.00 - - 6,600.00 1,500.00 2,400.00 1,150.00 550.00 10,500.00 18,000.00 300.00 750.00 500.00 - - 19,550.00 50,000.00 86,000.00 1,750.00 2,350.00 3,675.00 1,750.00 2,350.00 3,675.00 21,000.00 22,560.00 44,100.00 Page 152 of 202200.00 200.00 2,400.00 1,196.25 600.00 239.25 30.00 1,196.25 600.00 239.25 30.00 13,509.00 7,200.00 2,701.80 360.00 10,040.50 10,040.50 113,830.80 4,720.00 4,720.00 56,640.00 200.00 2,880.00 200.00 - - 3,280.00 50.00 125.00 300.00 1,375.00 2,000.00 50.00 125.00 3,675.00 85.00 150.00 25.00 260.00 150.00 225.00 160.00 535.00 85.00 150.00 175.00 25.00 1,020.00 1,800.00 400.00 300.00 435.00 3,520.00 150.00 225.00 1,800.00 2,700.00 160.00 1,920.00 535.00 11,420.00 - - 350.00 350.00 Page 153 of 202- - - 3,750.00 100.00 25.00 583.33 750.00 100.00 25.00 583.33 4,000.00 14,000.00 1,200.00 300.00 6,999.96 4,458.33 1,458.33 22,499.96 25.00 25.00 300.00 36,800.00 77,238.83 17,888.83 398,715.76 (56,888.84) 2,461.16 3,740.16 25-Nov 25-Dec 107,247.15 (56,888.84) 50,358.32 50,358.32 2,461.16 52,819.48 Cash Flow Analysis Page 154 of 202Date: October 22, 2025 Meeting: City Council Agenda Number: 8.1 Item Type: Public Hearing d ITEM REPORT Item Activity: Approve Prepared By: Kari Sinning, Deputy City Clerk Department: Administration Item Title: PUBLIC HEARING: New On-Sale Intoxicating and Sunday Sale Liquor Licenses for 3945 Market LLC dba Therese Action Requested: Open and close the public hearing and approve new On-Sale Intoxicating and Sunday Sale liquor licenses for 3945 Market LLC dba Therese. Information/Background: A new restaurant, Therese, located at 3945 Market Street has applied for an On-Sale Intoxicating and Sunday Sale liquor license. Public Health, Administration and Police department staff reviewed the application and find that it complies with city code requirements and a background investigation was completed by the Police Department. Staff recommends approval of the liquor licenses and request approval immediately, an exception to the two-meeting public hearing process. Supporting Documentation: None Page 155 of 202 d ITEM REPORT Date: October 22, 2025 Meeting: City Council Agenda Number: 8.2 Item Type: Public Hearing Item Activity: Approve Prepared By: Chad Millner, Engineering Director Department: Engineering Item Title: PUBLIC HEARING: Resolution No. 2025-99 Approving Final Layout for Project 2 of the I-494 Corridor Vision Implementation Plan Action Requested: Approve Resolution No. 2025-99 Approving Final Layout for Project 2 of the I-494 Corridor Vision Implementation Plan. Information/Background: The Minnesota Department of Transportation (MnDOT) is in the process of developing Project 2 of the I-494 Corridor Vision Implementation Plan. This project will continue the work along I-494 between Highway 169 to the Minneapolis/St. Paul International Airport. MnDOT has asked the City of Edina to approve the proposed final layout for Project 2. Project 2 triggers the statutory municipal consent process because it adds capacity to the trunk highway system. This process is intended to give municipalities an additional opportunity to provide formal input on the project design. Per state law, the City is required to conduct a public hearing on the proposed final layout as part of this process. Staff is seeking approval of the Resolution on October 22. Resources/Financial Impacts: Edina has no financial responsibilities related to Project 2 for the I-494 Corridor Vision. MnDOT and other agencies are responsible for implementation, operations and maintenance. Relationship to City Policies: Many elements of this project align with the Transportation Chapter of the City's Comprehensive Plan. Supporting Documentation: 1. Resolution No. 2025-99: Approving Final Layout for Project 2 of the I-494 Corridor Vision Implementation Plan 2. Presentation: I-494 Municipal Consent Page 156 of 202 RESOLUTION NO. 2025-99 APPROVING FINAL LAYOUT FOR PROJECT 2 OF THE I-494 CORRIDOR VISION IMPLEMENTATION PLAN OCTOBER 22, 2025 WHEREAS, The Minnesota Department of Transportation (MnDOT) has submitted a final layout for Project 2 of the I-494 Corridor Vision implementation Plan; and WHEREAS, Project 2 will construct EZ Pass lanes from Highway 169 to the Minneapolis/St. Paul International Airport, reconstruction the 2nd Street Interchange, reconstruct the ramp from EbI-494 to SB I-35W, ADA improvements, drainage systems, and other improvements; and WHEREAS, Minnesota State Statute 161.164 requires adjacent municipalities to grant consent for projects that change access, highway traffic capacity, or acquisition of permanent right-of-way; and WHEREAS, Minnesota State Statute 161.164 requires municipalities to conduct a public hearing on the final layout; and WHEREAS, Project 2 supports the strategic transportation goals in the City’s Comprehensive Plan; and WHEREAS, The City of Edina recognizes that MnDOT has adequately considered feedback from adjacent municipalities and the general public in the development of Project 2; and WHEREAS, The City of Edina is represented on MnDOT’s Technical Advisory and Policy Advisory Committees; NOW, THEREFORE, BE IT RESOLVED, the City of Edina approves the final layout for Project 2 of the I-494 Corridor Vision Implementation Plan. Dated: October 22, 2025 Attest: ____________________________ Sharon Allison, City Clerk James B. Hovland, Mayor Page 157 of 202 Resolution No. 2025-99 Page 2 STATE OF MINNESOTA ) COUNTY OF HENNEPIN )SS CITY OF EDINA ) CERTIFICATE OF CITY CLERK I, the undersigned duly appointed and acting City Clerk for the City of Edina do hereby certify that the attached and foregoing resolution was duly adopted by the Edina City Council at its regular meeting of October 22, 2025, and as recorded in the minutes of said meeting. WITNESS my hand and seal of said City this ______ day of __________, 20___. _______________________________ City Clerk Page 158 of 202 I-494 Corridor Vision Municipal Consent Request Andrew Lutaya, P.E. Project Manager mndot.gov Page 159 of 202I-494 Corridor Vision Agenda 1. Request for Municipal Consent 2. I-494 Corridor vision a) b) I-494 Phase I – Scope & Construction Status I-494 Phase II – Scope I-494 Phase II – Local cost participation I-494 Phase II - Management of Traffic & Staging I-494 Phase II – Project development schedule 3. 4. 5. Page 160 of 202Municipal Consent • MN Statutes 161.162 to 161.167 • Altered access • Increased or reduced traffic capacity • Required acquisition of permanent right of way • Opportunity for municipalities to comment and approve of the project layout (MN Statute 161.164) • Requested from Edina because of: • Increased or reduced traffic capacity – EZ-Pass Lanes Page 161 of 202Defined Corridor Vision 77th St Underpass E-ZPass from Hwy 169 to 24th Ave I-494/I-35W interchange Access changes at Nicollet, Portland and 12th Page 162 of 202I-494 - Phase I Project Scope • Construct E-ZPass lanes from Th 100 to I-35W • Reconstruct Nicollet, Portland and 12th Ave bridges • Reconstruct the I-35W/494 Interchange • Construct a new pedestrian bridge east of Portland Ave • Reconstruct existing mainline lanes from Th 100 to I- • Construct Trails and multi-model i.e. Bike & Ped and 35W ADA improvements Page 163 of 202I-494 - Phase I Construction Status • I-35W/494 Interchange – completed this year • Nicollet Ave & 12th Ave bridges – construction 2026 • Work around Penn Ave – completed by end of year • Pavement Reconstruction & EZ-Pass Lanes • New Portland Ave bridge – open by end of year • New Chicago Ave Ped bridge – open o 90% to be completed before end of year o 10% to be completed in 2026 Page 164 of 202I-494 - Phase II W Bush Lake Rd Bridge Rehab E Bush Lake Rd Bridge rehab I-494 over Th 100 Bridge rehab Xerxes Ave Bridge rehab Lyndale Ave Bridge rehab Hwy 77 bridge reconstruct EZ-Pass Expansion Center median Project Scope France Ave Signal Replacement 82nd St bridge braid I-35W Mainline reconstruct EZ-PASS expansion & mainline reconstruct Frontage Roads E of 12th Ave 82nd St bridge reconstruct • Construct E-ZPass lanes from Th 169 to Hwy 100 & I-35W to TH 77 • Reconstruct 82nd St bridge over I-35W • Reconstruct CPCK RR bridge over I-494 • Reconstruct existing mainline lanes on I-494 and on I-35W • Reconstruct Th 77 bridges over I-494 • Joint repair of the existing 84-inch trunkline from Lyndale Ave to 34th Ave. • Multi-model i.e. Bike, Ped & ADA improvements Page 165 of 202I-494 - Phase II City of Edina Local cost participation • $0 Page 166 of 202I-494 - Phase II Proposed MOT & Staging • 4-year construction • Maintain 3 lanes in each direction on both I-35W & I-494 • 2027 – Focus on utility relocations & temporary widening • 2028 & 2030 – Major mainline impacts Page 167 of 202I-494 - Phase II Phase II delivery Schedule • Environmental Clearance and Preliminary Design Development • Final Design/RFP (DB contract) Development a) Preliminary design Consultant NTP – September 2024 b) Staff Approved geometric layout – January 2025 c) Draft Environmental Document – September 2025 d) FHWA signed Environmental Document – December 2025 a) FHWA Authorization – June 2026 b) RFP Issued – June 2026 c) Conduct Technical Proposal Scoring – September 2026 d) Project Letting- October 5, 2026 • Construction a) Fall of 2026 through 2030 Page 168 of 202Thank you again! Andrew Lutaya Andrew.Lutaya@state.mn.us 651-234-7563 Page 169 of 202d ITEM REPORT Date: October 22, 2025 Meeting: City Council Agenda Number: 8.3 Item Type: Public Hearing Item Activity: Discussion Prepared By: Bill Neuendorf, Economic Dev Mgr Department: Community Development Item Title: PUBLIC HEARING: Resolution 2025-101: Amending the Spending Plan for the Southdale 2, Pentagon Park and 70th and Cahill Tax Increment Financing Districts Action Requested: Motion to close public input Sunday, October 26, 2025, and continue action to the November 4, 2025, City Council meeting. Information/Background: This items pertains to amending a Spending Plan that was previously approved in 2021. This Spending Plan was responsive to 2021 State Legislation and guides the expenditures of previously collected property taxes contained within Tax Increment Financing (TIF) District accounts. The amendments will bring this Spending Plan into alignment with new state legislation approved in 2025. Staff will present the proposed amendment and be available for questions. Final consideration will be deferred until November 4, 2025 to allow additional time for public input on this matter. Better Together Public Input Resources/Financial Impacts: No direct impact since these tax monies have already been collected and retained in restricted TIF accounts that cannot be used for general fund expenses. Staff will review future Special Projects and Redevelopment Capital (SPARC) expenditures as part of their regular duties. Relationship to City Policies: Comprehensive Plan Budget Pillar: Strong Foundation Investing in brick and mortar sustains a strong tax base Livable City Renovating older facilities and constructing new facilities add to vibrancy and livability of the community. Better Together Working in partnership with business sectors creates opportunities for increased employment and additional goods and services for residents. Page 170 of 202 Values Impact: Sustainability Renovating older buildings will use modern materials with increased levels of sustainability. Stewardship Using available financial resources to encourage a strong, healthy and vibrant tax base is desirable. Equity Establishing programs that support small businesses is helpful to the local economy. Supporting Documentation: 1. 2. 3. 4. 5. Staff Report Summary of Special Projects and Redevelopment Capital Projects Staff Presentation Amended and Restated Spending Plan (DRAFT) Resolution No. 2025-101: Amending the Spending Plan for the Southdale 2, Pentagon Park and 70th and Cahill Tax Increment Financing Districts Page 171 of 202 Date: October 22, 2025 To: Mayor and City Council From: Bill Neuendorf, Economic Development Manager Subject: Resolution 2025-101 Amending the Spending Plan for the Southdale 2, Pentagon Park and 70th and Cahill Tax Increment Financing Districts Information / Background: This Resolution proposes to amend the 2021 Spending Plan that governs the expenditure of unobligated property taxes that are retained in three Tax Increment Financing (TIF) Districts. This Spending Plan guides Edina’s Special Projects and Redevelopment Capital (SPARC) program which has provided vital funding to seven projects since it was created. An overview of those previously approved SPARC projects is attached. Like the original program, these recommended changes are responsive to State Law that govern the use of unobligated TIF monies. The amended Spending Plan extends the deadline to use these monies by one year (concluding December 31, 2026) and increases the total monies available in the SPARC program by including the interest earnings accumulated since 2021 (approximately $775,000). If the Spending Plan is not amended, the SPARC program will be retired at year end 2025 and any leftover monies will be returned to the original TIF account or returned to Hennepin County, as appropriate. The Edina Housing and Redevelopment Authority previously approved Resolution 2025-08 to support this amended Spending Plan. A Public Hearing is being held on October 22nd with public input being collected until October 26th. The input received to date is included in this packet. Staff recommends approval of this Resolution so that property taxes collected in the City remain in the City. These funds can help stabilize and enhance the tax base, encourage new businesses to occupy and expand challenging sites in Edina and create new jobs. Page 172 of 202 Summary of SPARC Projects prepared 10-14-2025 SPARC Funded Projects - (2021 to Oct 2025) Amount Pledged Amount Paid to Date Funds Available Type Contract Date Project Status Funding Status Repayment Status Edina Theatre (3911 W. 50th St) - New restaurant/music venue (3916 W. 50th St) Edina Innovation Lab (7201 Metro, 5th floor) full restoration adjacent public improvements $351,000 $351,000 $0 Forgivable Loan Sept 7, 2022 Completed Paid not expected $432,000 $432,000 $0 Direct Payment to Contractors Sept. 7, 2022 Completed Paid NA full restoration $225,000 adjacent public improvements $0 $0 $0 $0 Forgivable Loan Nov. 16, 2023 April 10, 2025 Under Construction Pledged not expected $0 Direct Payment to Contractors Nov. 16, 2023 Dead Pledged NA full restoration $650,767 $650,767 $0 Loan Nov. 17, 2022 Aug. 10, 2023 April 10, 2025 Completed* Paid in process preparation of contracts $15,103 $15,103 $0 Direct Payment to Contractors Nov. 17, 2022 Completed Paid NA Finch Apartments (4620 W. 77th St) - new construction of apartment building and new public roadway $2,000,000 $2,000,000 $0 Forgivable Loan Dec. 20, 2022 Completed Paid not expected Setting Apartment (7200 France Ave) - new construction of mixed- income apartment building ** $4,862,458 $2,436,599 $0 Forgivable Loan*** Dec. 19, 2024 Under Construction Partial Payment not expected Enclave / Lifestyle Communities redevelopment (7235 France Ave) - new construction of 4 buildings and public space ** $673,626 $0 $673,626 Forgivable Loan*** Nov. 19, 2024 Aug. 19, 2025 Pending Pledged TBD Oh Crepe café (4408 France Ave) - full renovation $24,000 $18,876 $5,124 May 16, 2024 Completed Paid not expected Site improvements (4408 France Ave) Other Potential Streamlined Grant Applicants Other Potential Projects $24,000 $250,000 $0 $0 $0 $0 $24,000 $250,000 May 16, 2024 Dead Rescinded $0 TBD TBD May 16, 2024 TBD TBD TBD TBD NA NA NA Grant Grant Grant Total = $9,507,954 $5,904,345 $952,750 Page 173 of 202  * The full build-out of the Innovation Lab was completed. The Lab successfully completed four cohorts for business owners. While the space remains occupied, additional business training has been terminated due to lack of operational funds. ** SPARC funds were simultaneously pledged to both 7200 and 7235 France Avenue, with the amount flexible, depending on which project incurred eligible costs first. The maximum amount of SPARC pledged to 7235 Project is $1,500,000 with the actual amount to be determined based on eligible costs incurred and available balance. At this point in time, between $673,626 and $952,750 is available for the 7235 Project. *** SPARC monies were pledged to the 7200 and 7235 projects to reduce the future pledge of a TIF Note for the same project. In the case of 7200 France, the use of $4.8M SPARC monies were in lieu of TIF support for the mixed-income apartment project. Page 174 of 202 Resolution 2025-101 Amending Spending Plan for Southdale 2, Pentagon Park, Wooddale/ValleyView TIF Districts Staff Presentation to: Edina City Council – Public Hearing October 22, 2025 Page 175 of 202Background • 2021 Minnesota Legislation allowed cities to use existing TIF monies that had not previously been obligated • • • Intended to accelerate the economic recovery after the COVID-19 pandemic Intended to create new jobs Intended to encourage new private investment • Edina created SPARC program and pledged all available monies • New 2025 state legislation allows cities to extend investment deadline by one year and to include interest earnings 2 Page 176 of 202Background Edina had 3 TIF accounts with unobligated monies that were eligible for the 2021 MN Statute: • Pentagon Park $700,000 • Southdale 2 $8,465,062 • 70th & Cahill / WVV $342,892 Original Total Pledged $9,507,954 • Plus interest approx. $775,849 AMENDED TOTAL approx. $10,283,803 3 Page 177 of 202Background - State Legislation Limits how TIF Funds can be Used TIF (SPARC) monies can fill gap in private development projects including: - New construction or substantial rehabilitation of existing - Private improvements or related public improvements - NOT for staff or operational expenses - NOT for public buildings or parks - NOT for general public improvements TIF Project must create jobs (permanent or construction) gap Project unable to proceed without public funding Loan, grant or equity investment 4 Page 178 of 202How has Edina used SPARC Funds to date? Photo Source: Great States Development Photo Source: Edina Chamber of Commerce Photo Source: Edina Sun Current Photo Source: Oh Crepe Photo Source: BetterTogetherEdina.org 5 Page 179 of 202How has Edina used SPARC Funds to date? 6 Page 180 of 202Key Changes in the Amended Spending Plan • Old Deadline: Under previous legislation (original Spending Plan), eligible work must be completed by 12/31/2025 • Amended Deadline: Under new legislation (and proposed Amended Spending Plan), deadline extended until 12/31/2026 and approx. $775k in interest earnings can be added to the SPARC program • Process: HRA reviewed Sept. 24th; City Council holds Public Hearing Oct 22nd with final Council consideration on Nov 4th ; HRA to consider expenditures in future case-by-case • Unused Monies: Any unused funds must be returned to the original TIF account OR be turned over to County at program deadline TIF gap 7 Page 181 of 202Alternate Outcome if Amended Spending Plan is Rejected If Spending Plan NOT amended, previous deadline remains in effect: • Not all monies previously pledged will be invested • Pending projects may not move forward • Leftover funds (between $950k and $1.7M) will be returned to Hennepin County for distribution • City will receive approx. 1/3 • County will receive approx. 1/3 • State will receive approx. 1/3 8 Page 182 of 202Types of Job-Creating Projects to Consider with SPARC Under the general terms of the original and amended Spending Plan, many different types of projects could be considered in the future. Examples include: • Renovation of vacant commercial buildings and tenant spaces • Construction of new commercial or multi-family buildings • Improvements to public roadways, parking facilities and related infrastructure that hinder private investment The Streamlined Grant Program could be continued and additional small businesses could also be funded. Recommended projects to be supported with SPARC funds will be brought to HRA for consideration on a case-by-case basis. 9 Page 183 of 202Summary & Recommendation Ø 2021 Minnesota Statutes enabled unobligated TIF monies to be reinvested to encourage private development and create jobs Ø 2025 Minnesota Statutes allow one additional year to invest these monies and allows interest earnings on the monies to also be used Ø Edina previously pledged $9.5 million to this program with most of the work completed or under construction Ø Edina could pledge an additional $775k (interest income) to this program Ø Additional time is needed to complete the pending projects and identify additional projects Ø Staff recommends that the amended Spending Plan be adopted and the remaining funds be deployed through the SPARC program by the 2026 deadline. 10 Page 184 of 202Original HRA Adoption Date: City Council Approval Date: Proposed Amendment Public Hearing: October 28, 2021 November 16, 2021 October 22, 2025 Edina Housing and Redevelopment Authority City of Edina, Hennepin County, Minnesota AMENDED AND RESTATED SPENDING PLAN Southdale 2 TIF District Pentagon Park TIF District 70th and Cahill TIF District Prepared by: Ehlers 3060 Centre Pointe Drive Roseville, Minnesota 55113 BUILDING COMMUNITIES. IT’S WHAT WE DO. Page 185 of 202 AMENDED AND RESTATED SPENDING PLAN FOR UNOBLIGATED SOUTHDALE 2, PENTAGON PARK, AND 70TH AND CAHILL TAX INCREMENT FINANCING DISTRICT FUNDS I. BACKGROUND The Edina Housing and Development Authority (the “HRA”) and the City of Edina (the “City”) previously established the Southdale 2, Pentagon Park and 70th and Cahill Tax Increment Financing Districts (the “TIF Districts”) to further the objectives of the HRA. The 70th and Cahill District was established in 1990 and is currently decertified. The Southdale 2 District was established in 2012 and is also decertified. The Pentagon Park District was established in 2014 and remains active. Each of the TIF Districts are administered by the HRA and contain unobligated monies. In accordance with Minnesota Statutes, Section 469.176 Subd. 4n (the “Act”) regarding the authority to use unobligated TIF monies, the HRA and City adopted a spending plan for the transfer of unobligated monies from each of the TIF Districts in 2021 (the “Original Spending Plan”). The Minnesota Legislature amended the Act in 2025 to allow municipalities to extend the allowable spending period for transferred funds and clarify the use of any revenues derived from the investment or of transferred funds. The HRA and City propose to adopt this amended and restated spending plan (the “Spending Plan”) to enable the provisions of the 2025 legislative amendment. II. PURPOSEi The purpose of the Spending Plan is to assist in the private development or redevelopment of sites, lands or areas within the City using unobligated tax increments from the TIF Districts. The development or redevelopment is to be in conformity with the City’s Comprehensive Plan and other adopted plans and the unobligated tax increments are to be utilized for one of the following purposes (together, the “Spending Plan Assistance”): to provide improvements, loans, interest rate subsidies, or assistance in any form to (a) private development consisting of the construction or substantial rehabilitation of buildings and ancillary facilities if the following conditions exist: (i) construction jobs; Such assistance will create or retain jobs in the State of Minnesota, including (ii) Construction commences before December 31, 2026; and (iii) assistance. The construction would not have commenced before that date without the 2 Page 186 of 202 to make an equity of similar investment in a corporation, partnership or limited liability (b) company the HRA determines is necessary to make construction of a development that meets the requirements of clause (a) financially feasible. The City Council approved the Original Spending Plan in 2021 (after a duly noticed public hearing) specifically authorizing the City and HRA to take such actions. The HRA filed a copy of the executed Original Spending Plan approved and signed by the City to the Office of the State Auditor. The tax increments authorized under the Original Spending Plan were transferred out of the applicable TIF Funds by December 31, 2022 in compliance with the Act. Under the Spending Plan, all transferred increments are to be spent, loaned, invested, or otherwise irrevocably committed by December 31, 2026. Any funds unspent by the deadline, or subsequently repaid, shall be returned to the originating TIF Fund. The Spending Plan Assistance provided pursuant to this Plan shall be subject to Minnesota Statutes, Sections 116J.993 to 116J.995 (the “Business Subsidy Law”), if applicable, and shall be subject to the City’s Business Subsidy Policy. III. UNOBLIGATED TIF FUNDS The HRA has transferred $9,507,954 in unobligated funds from the TIF Districts under the authority of the Spending Plan and has identified up to [$775,849] of interest revenue earned on the transferred funds for a total of [$10,283,803] (the “Unobligated Tax Increments”): $ 8,465,062 of unobligated funds of the Southdale 2 Tax Increment Financing District, $ 700,000 of unobligated funds of the Pentagon Park Tax Increment Financing District, $ 342,892 of unobligated funds of the 70th and Cahill Tax Increment Financing District, and [$ 775,849] of interest earnings on transferred increment.ii IV. PLAN Under this Spending Plan, the HRA is authorized as follows: (a) To use Unobligated Tax Increments from the TIF Districts to provide Spending Plan Assistance for projects qualifying with this Spending Plan and the City Policy for Use of Unobligated TIF Funs (the "Projects"). Each project shall be considered by the HRA and subject to approval by the City. The assistance authorized under this Spending Plan is intended to further the goals in the City’s Comprehensive Plan or other City plans or objectives, if doing so will create or retain jobs in the state, including construction jobs. The Projects shall commence before 3 Page 187 of 202 December 31, 2026 (unless a later commencement date is authorized by law) and shall constitute Projects that would not commence by such date without the assistance provided pursuant to this Spending Plan. To administratively amend the budgets set forth in the Tax Increment Financing Plans for (b) the TIF Districts as necessary to provide for the assistance authorized by this Spending Plan. To take any other action necessary and authorized under the Act in connection with the (c) construction or substantial rehabilitation of facilities of the type designated for the Spending Plan Assistance. To authorize and direct staff to maintain a copy of this Spending Plan with the HRA’s (d) records for the TIF Districts, and to file a copy of the Spending Plan with the Office of the State Auditor. i Sections I and II of this Amended and Restated Spending Plan are intended to identify the program limits. Projects assisted pursuant to this Amended and Restated Spending Plan shall be in accordance with the terms and conditions set forth in those Sections. ii Forecast based on assumed investment rate of [4.00%] on transferred balance to December 31, 2026 spending plan deadline. 4 Page 188 of 202 CITY OF EDINA COUNTY OF HENNEPIN STATE OF MINNESOTA Councilmember ______________________ introduced the following resolution and moved its adoption: RESOLUTION 2025-101 AMENDING A SPENDING PLAN FOR THE SOUTHDALE 2, PENTAGON PARK AND 70th AND CAHILL TAX INCREMENT FINANCING DISTRICTS WHEREAS, the Board of Commissioners (the “Board”) of the Edina Housing and Redevelopment Authority (the “HRA”) and the City Council (the “Council”) of the City of Edina, Minnesota (the “City”) established the Southdale 2, Pentagon Park, and 70th and Cahill (Wooddale/ValleyView) Tax Increment Financing Districts (the “TIF Districts”), pursuant to, and in accordance with Minnesota Statutes, Section 469.174 to 469.1794, inclusive, as amended (the “Act”); and WHEREAS, the HRA adopted and the City approved a written spending plan for the TIF Districts (the “Spending Plan”), pursuant to, and in accordance with, Minnesota Statutes, Sections 469.176, Subd. 4n inclusive, as amended (“Subd. 4n”) to transfer existing and unobligated tax increment revenues from the TIF Districts for use in stimulating construction or substantial rehabilitation of private development in a way that will also create or retain jobs in the City so long as the construction commenced by December 31, 2025; and WHEREAS, the State Legislature amended Subd. 4n in 2025 to allow a municipality to extend the deadline for the commencement of construction by one year to December 31, 2026 and also utilize interest earnings on transferred increment for Spending Plan activities if specifically authorized within an amended spending plan approved by December 31, 2025; and WHEREAS, the HRA has investigated the facts relating to the Spending Plan and has caused the Amended and Restated Spending Plan to be prepared; and WHEREAS, the HRA and City have performed all actions required by law to be performed prior to the adoption and approval of the Amended and Restated Spending Plan, including, but not limited to, requesting that the Council cause notice of a public hearing to be published and hold a public hearing on amending the adopted Spending Plan, as well as the conditional approval of adopting the Amended and Restated Spending Plan by the HRA on September 25, 2025,. NOW, THEREFORE BE IT RESOLVED by the City Council (the "Council") of the City of Edina, Minnesota (the "City"), as follows: 1. The Council hereby reaffirms the original findings for the TIF Districts and Spending Plan in finding that the adoption of the proposed Amended and Restated Spending Plan conforms in all respects to the requirement of the Act and will result in creation or retention of jobs in the State of Minnesota (the “State”) and help preserve and enhance the tax based of the State and thereby serves a public purpose. Page 189 of 202 Resolution 2025-101 Page 2 2. 3. 4. The Council further finds that the Amended and Restated Spending Plan will afford maximum opportunity, consistent with the sound needs for the City as a whole, or the development or redevelopment of the Southeast Edina Redevelopment Project Area by private enterprise in that the intent is to provide only that public assistance necessary to make the private developments financially feasible. The Amended and Restated Spending Plan for the TIF Districts, as presented to the Council on this date, is hereby approved, established, and adopted and shall be placed on file in the office of the Executive Director of the HRA. HRA staff, advisors and legal counsel are authorized and directed to proceed with the implementation of the Amended and Restated Spending Plan and to negotiate, draft, prepare and present to this Council for its consideration all further plans, resolutions, documents and contracts necessary for this purpose. Approval of the Amended and Restated Spending Plan does not constitute approval of any project of a development agreement with any developer. 5. The Executive Director of the HRA is authorized and directed to file a copy of the Spending Plan with the Office of the State Auditor pursuant to Minnesota Statutes 469.176, Subd. 4n. The motion for the adoption of the foregoing resolution was duly seconded by Council member ______________________, and upon a vote being taken thereon, the following voted in favor thereof: _________________________________________________________________________________________ ________________________________________________________________________________________ and the _________________________________________________ _________________________________________________________________________________________ following voted against the same: Dated: November 4, 2025 Sharon Allison, City Clerk James B. Hovland, Mayor Attest: (Seal) Page 190 of 202 Resolution 2025-101 Page 3 STATE OF MINNESOTA COUNTY OF HENNEPIN CITY OF EDINA ) ) ) SS CERTIFICATE OF CITY CLERK I, the undersigned duly appointed and acting City Clerk for the City of Edina do hereby certify that the attached is a true and correct copy of the Resolution duly adopted by the Edina City Council at its regular meeting of November 4, 2025, and as recorded in the Minutes of said regular meeting. WITNESS, my hand and seal of said City this ______ day of________________________, 2025. _______________________________ Sharon Allison, City Clerk Page 191 of 202 Date: October 22, 2025 Meeting: City Council Agenda Number: 9.1 Item Type: Resolution d ITEM REPORT Item Activity: Approve Prepared By: Kari Sinning, Deputy City Clerk Department: Administration Item Title: Resolution No. 2025-102: Accepting Donations Action Requested: Approve Resolution No. 2025-102 accepting donations. Information/Background: To comply with State Statute, all donations to the City must be accepted by resolution and approved by two-thirds majority of the Council. See attached resolution with list of donations. Supporting Documentation: 1. Resolution No. 2025-102: Accepting Donations Page 192 of 202 RESOLUTION NO. 2025-102 ACCEPTING DONATIONS ON BEHALF OF THE CITY OF EDINA WHEREAS, Minnesota Statute 465.03 allows cities to accept grants and donations of real or personal property for the benefit of its citizens; WHEREAS, said donations must be accepted via a resolution of the Council adopted by a two thirds majority of its members. NOW, THEREFORE, BE IT RESOLVED, that the Edina City Council accepts with sincere appreciation the following listed grants and donations on behalf of its citizens. Communications BKV Group • Parks & Recreation $1,875.00 Photo Rights to Images of Fire Station 2 • • Edina Baseball Association Steve Beuning $18,245.14 $350.00 Baseball Infield Improvements at Yancey Park Donation Tree at Arden Park Edina Senior Center • Ann Marie Codes Dated: October 22, 2025 Attest: $50.00 General Use Sharon Allison, City Clerk James B. Hovland, Mayor STATE OF MINNESOTA ) COUNTY OF HENNEPIN) SS CITY OF EDINA ) CERTIFICATE OF CITY CLERK I, the undersigned duly appointed and acting City Clerk for the City of Edina do hereby certify that the attached and foregoing Resolution was duly adopted by the Edina City Council at its Regular Meeting of October 22, 2025, and as recorded in the Minutes of said Regular Meeting. WITNESS my hand and seal of said City this _______ day of ___________________, 2025. ___________________________ Sharon Allison, City Clerk Page 193 of 202 d ITEM REPORT Date: October 22, 2025 Meeting: City Council Agenda Number: 10.1 Item Type: Minutes Item Activity: Information Prepared By: Marisa Bayer, Sustainability Manager Department: Engineering Item Title: Minutes: Energy and Environment Commission, Aug. 14 and Sep. 11, 2025 Action Requested: No action requested. Information/Background: Receive Energy and Environment Commission meeting minutes from their Aug. 14 and Sep. 11, 2025 meetings. Supporting Documentation: 1. 2. Minutes: Energy and Environment Commission, Aug. 14, 2025 Minutes: Energy and Environment Commission, Sep. 11, 2025 Page 194 of 202 MINUTES OF THE ENERGY & ENVIRONMENT COMMISSION REGULAR MEETING 7:00 PM THURSDAY, AUGUST 14, 2025 Meeting location: Edina City Hall Community Room 4801 W. 50th St. Edina, MN 1. Call to Order Temp-Chair Martinez called the meeting to order at 7:00 p.m. then shared the procedure for public hearing and community comment. 2. Roll Call Answering roll call were Commissioners Weber, Bartholomew, Tessman, Schima, LaCasse and Martinez. Absent were Commissioners Lukens, Haugen, and student Commissioners Langsweirdt and Srivastav. 3. Approval of Meeting Agenda Schima made a motion, seconded by Tessman, to Approve Meeting Agenda. Motion carried. 4. Approval of Meeting Minutes Schima made a motion, seconded by Bartholomew, to Approve July Meeting Minutes. Motion carried. 4.1. Minutes 5. Special Recognitions and Presentations 6. Community Comment Merriweather Felt from the Morningside Neighborhood shared a story about the tree protection ordinance related to one of her clients. She is an architect. Stated she thought the ordinance would be changed. 7. Reports/Recommendations 7.1. 2026-27 Commission Work Plan 2026-2027 Workplan – The group created this list of possible workplan items. a. Idling / Air Quality Policy – focus around schools b. Organics c. Outreach o Green Business o Tree Recognition Page 195 of 202 o EV Event / Highlight d. Follow-up on Food Security Assessment from previous workplan e. Organized trash hauling f. Transportation Item to be defined – EV's, VMT – how to reduce? 7.2. Work Plan Item 1, CAP Prioritization Liaison Gabb reviewed staff suggested revisions to the CAP in Climate Health and Safety. Public Health Administrator Jeff Brown was in attendance to assist with questions. 7.3. Draft Revisions to the Tree Protection Ordinance Bartholomew made a motion, seconded by Weber, to Approve EEC Review Communication related to revisions to the tree ordinance. Motion carried. 8. Chair and Member Comments 9. Staff Comments 10. Adjournment Bartholomew made a motion, seconded by Tessman, to Adjourn. Motion carried. Meeting adjourned at 8:45 pm. Page 196 of 202 MINUTES OF THE ENERGY & ENVIRONMENT COMMISSION REGULAR MEETING 7:00 PM THURSDAY, SEPTEMBER 11, 2025 Meeting location: Edina City Hall Community Room 4801 W. 50th St. Edina, MN 1. Call to Order Chair Lukens noted there was not quorum for the meeting. The meeting without quorum started at 7:05 p.m. and Chair Lukens shared the procedure for public hearing and community comment. 2. Roll Call No roll call was taken. Members present were Chair Lukens, Vice-Chair Haugen, Member LaCasse, Member Martinez-Salgado and Student Member Lassig. 3. Approval of Meeting Agenda No action was taken. 4. Approval of Meeting Minutes 4.1. Minutes No action was taken. 5. Special Recognitions and Presentations No special recognitions or presentations were received. 6. Community Comment Mark Hirschfeld, BI Worldwide, introduced himself to the commission. No formal comments or concerns were received. 7. Reports/Recommendations 7.1. Work Plan Item 1, CAP Prioritization Liaison Gabb reviewed staff suggested revisions to the CAP in Climate Economy and Food. Economic Development Manager BIll Neuendorf was in attendance to assist with questions. 7.2. 2026-27 Commission Work Plan DRAFT 2026-2027 EEC Workplan from the discussion with members in attendance: • Idling & Air Quality Policy / Education / Research – focus around schools. • School Partnership / Assist with Education on Topics / Workplans – build relationships (PTA?) Page 197 of 202 o School Bus Use vs Traffic from Drop-Offs o Idling o Organics • Organics o Promote multi-family education and outreach o Neighborhood vs neighborhood contests • EEC Outreach - a. Green Business. b. Tree Recognition c. EV Event / Highlight around Earth Day • Follow-up on Food Security Assessment from previous workplan o Will need to discuss with Brook. • Future / Parking Lot o 2050 Comprehensive Plan o Organized Trash Hauling o Transportation Item to be defined – EV’s, VMT – how to reduce? 7.3. Update: Chapter 2 – Administration, Article III. Boards, Committees and Commissions Code, Division 3 Members present preferred keeping the name of the commission as is. They also supported edits to the City Code per staff recommendation. 8. Chair and Member Comments 9. Staff Comments 10. Adjournment The meeting concluded at 8:55 p.m. Page 198 of 202 d ITEM REPORT Date: October 22, 2025 Meeting: City Council Agenda Number: 10.2 Item Type: Minutes Item Activity: Information Prepared By: Andrew Scipioni, Transportation Planner Department: Engineering Item Title: Minutes: Transportation Commission, Aug. 21, 2025 Action Requested: Receive the minutes of the Transportation Commission's August 21, 2025 regular meeting. Information/Background: See attached minutes. Supporting Documentation: 1. Minutes: Aug. 21, 2025 Page 199 of 202 Draft Minutes☐ Approved Minutes☒ Approved Date: September 18, 2025 Minutes City Of Edina, Minnesota Transportation Commission City Hall Community Room August 21, 2025 1. Call to Order Chair Lewis called the meeting to order at 6:02 p.m. 2. Roll Call Answering roll call: Commissioners Bildsten, Olson, Rosen, White, Lewis Late: Commissioner Wright Absent: Commissioners Brown, Trueger, Lassig Staff present: Transportation Planner Andrew Scipioni 3. Approval of Meeting Agenda Motion was made by Commissioner Bildsten and seconded by Commissioner Lewis to approve the amended agenda. All voted aye. Motion carried. 4. Approval of Meeting Minutes Motion was made by Commissioner Rosen and seconded by Commissioner White to approve the July 17, 2025 meeting minutes. All voted aye. Motion carried. Commissioner Wright arrived at 6:05. 5. Community Comment Taylor Bruhschwein, 5744 Ewing Ave, commented on the development of the Safe & Equitable Mobility Action Plan. Bruhschwein urged the Commission to push the designs and the language of the plan to be bold, and cautioned against tailoring the plan to the current City Council. 6. Reports/Recommendations 6.1. Traffic Safety Report of July 31, 2025 The Commissioner reviewed and commented on the report. 6.2. 2025 Work Plan Updates 1. Safe and Equitable Mobility Action Plan Participation – Next task force meeting in September, staff looking to reschedule PMT meeting. 2. Commission-Led Events – Committee is tentatively planning a bike/walk to school day event on October 8th or 15th at Concord Elementary of South View Middle. 3. Review of City Policies/Ordinances – Committee is performing a literature review. Page 200 of 202 Draft Minutes☐ Approved Minutes☒ Approved Date: September 18, 2025 4. City Code Update – Staff discussed the Commission’s role in the Traffic Safety review process and sought feedback on potential changes. 5. City Code Regarding Bicycles – Committee is researching regulation strategies of other cities, requested information from staff City’s enforcement efforts. 6.3. 2026/2027 Work Plan Development The Commissioner continued discussing their 2026/2027 work plan proposal. 7. Staff Comments – Received. 7.1. Transportation Projects Update Staff provided an update on current and upcoming transportation projects in and around Edina. 7.2. 2025 Meeting Dates The Commission’s next regular meeting is Thursday, September 18. 8. Chair and Member Comments – Received. 9. Adjournment Motion was made by Commissioner Rosen and seconded by Commissioner Wright to adjourn the August 21, 2025 regular meeting at 7:57 p.m. All voted aye. Motion carried. Page 201 of 202 Draft Minutes☐ Approved Minutes☒ Approved Date: September 18, 2025 TRANSPORTATION COMMISSION ATTENDANCE J F M A M J J A S O N D # of Mtgs Attendance % Meetings 1 1 1 1 1 1 1 1 SEAT NAME 1 2 3 4 5 6 7 8 9 Wright, Grant VACANT Bildsten, Roger Lewis, Andy Rosen, Adam Brown, Chris Olson, Bethany White, Joan Trueger, Noah 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 10 Lassig, Augie (s) 1 1 1 1 1 1 8 8 8 7 7 6 7 5 2 6 100% 100% 88% 88% 75% 88% 83% 33% 75% Page 202 of 202