Edina Council Approves 20-Year Art Center Lease at New Southdale Library
The Edina City Council unanimously approved a 20-year lease with Hennepin County to relocate the Edina Art Center to the new Southdale Library, committing to over $7 million in tenant improvements for the permanent arts space expected to open in 2027.
At its October 22, 2025 meeting, the Edina City Council approved a major agreement that will give the city's Art Center a permanent home within the new Southdale Library. The lease covers approximately 15,473 square feet of specialized art space, including studios, pottery rooms, a gallery, makerspace, and outdoor kiln areas. Base rent will range from $5 to $12.63 per square foot over the 20-year term, with options to renew for two additional 10-year periods. Construction is targeted for completion by July 1, 2027.
The council also greenlit several infrastructure projects through its consent agenda. A railroad crossing safety and quiet zone study will evaluate existing crossings and assess whether the city can establish quiet zones to reduce nighttime train horn noise—a quality-of-life concern raised by residents. The city will also replace aging water meters with newer models that connect to advanced metering technology installed last year, addressing revenue losses from inaccurate readings.
In a creative public-private partnership, the council approved a seven-year marketing agreement with 2nd Swing Golf, which will fund approximately $92,000 in upgrades to the Braemar Golf Dome's practice green in exchange for advertising rights. The improvements include a state-of-the-art putting system.
The council held public hearings on multiple special assessments, all passing unanimously or near-unanimously. These included weed mowing services for nine properties, tree removal for six properties, aquatic vegetation management for several lakes, and roadway reconstruction in the Concord and Southdale neighborhoods. Council Member Risser abstained from the Concord neighborhood vote. The 50th & France and Grandview business district maintenance assessments also passed 5-0.
A site plan review for adding a second story to a building at 5033 France Avenue South passed 4-1, with Council Member Risser voting against. The council discussed concerns about parking requirements and how the city code is applied consistently across projects. During an earlier work session, staff presented a utility rate study covering water, sewer, and stormwater infrastructure, though no formal vote was taken. Council members requested additional data on usage trends before making policy decisions.
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Police Department Breakroom Remodel (Agenda Item 6.3)
Dissent: None noted
Moved by Not explicitly stated in consent agenda · Seconded by Not explicitly stated in consent agenda
The project addresses aging infrastructure in the police department breakroom that is over twenty years old and in use seven days a week. The remodel will include new finishes, fixtures, and appliances to meet the daily workforce needs. Funding is provided through Asset Preservation Funds, aligning with city policies for facility maintenance and stewardship of municipal infrastructure.
Railroad Crossing Safety & Quiet Zone Study (Agenda Item 6.4)
Dissent: None noted
Moved by Not explicitly stated in consent agenda · Seconded by Not explicitly stated in consent agenda
The City issued an RFP for a comprehensive railroad crossing safety and quiet zone study to evaluate existing crossings for safety improvements and assess feasibility of establishing quiet zones under Federal Railroad Administration regulations. Three firms submitted proposals, reviewed by a staff committee and University of Minnesota capstone group. The study will identify capital improvements needed and inform future CIP budgeting. Residents have voiced concerns about night-time train horns, and this project addresses quality of life issues near railroad tracks.
Water Meter Replacement Project (Agenda Item 6.5)
Dissent: None noted
Moved by Not explicitly stated in consent agenda · Seconded by Not explicitly stated in consent agenda
The city will replace outdated, malfunctioning water meters with newer, more accurate models equipped to connect to Advanced Metering Infrastructure (AMI) previously installed in 2024. Older meters under-report water usage due to wear and tear, leading to revenue loss or inaccurate billing. The project is part of the Capital Improvement Plan and funded through CIP budget. Implementation will be handled by Ferguson Waterworks with operation by the Public Works Utility Division. The project aims to improve meter reading accuracy, enable remote reading technologies, and reduce non-revenue water loss from leaks or meter inaccuracies.
Braemar Golf Dome Marketing Agreement with 2nd Swing (Agenda Item 6.7)
Dissent: None noted
Moved by Not explicitly stated in consent agenda · Seconded by Not explicitly stated in consent agenda
The Braemar Golf Operation and 2nd Swing Golf entered into a seven-year marketing agreement whereby 2nd Swing funds the entirety of the Golf Dome practice green reconstruction and technology upgrades (estimated at $92,000) in exchange for advertising rights. The existing practice green has reached its useful lifespan and requires replacement. The new amenity will include a state-of-the-art PuttView putting system and new signage. The project addresses patron feedback regarding practice green improvements and enhances customer experience during high-volume times. The agreement aligns with the 2014 City Council plan to offer a premier golfing experience that produces a financially self-sufficient Golf Enterprise.
Edina Art Center Lease Agreement with Hennepin County (Agenda Item 6.8)
Dissent: None noted
Moved by Not explicitly stated in consent agenda · Seconded by Not explicitly stated in consent agenda
The City approved a 20-year lease agreement with Hennepin County for permanent space at the new Southdale Library for the Edina Art Center. The lease covers approximately 15,473 usable square feet (14,924 USF on second floor, 549 USF on lower level) with specialized art spaces including a multipurpose room, gift shop, gallery, two studios, makerspace, two pottery wheel rooms, 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 lease includes a 20-year initial term with renewal options for two additional 10-year periods. Base rent ranges from $5.00 to $12.63 per square foot over the 20-year period. Tenant improvement costs are estimated at $7,331,157. Construction is targeted for completion by July 1, 2027. The agreement moves forward the city's 2024-2025 Budget Work Plan objective to develop a long-term plan for the Art Center's future.
Utility Rate Study Update (Work Session, October 7, 2025)
Dissent: None noted; Council engaged in substantive questioning and requested additional data
Moved by Not applicable - Work Session discussion item · Seconded by Not applicable - Work Session discussion item
Engineering Director Millner and city consultant Ehlers senior municipal advisor Nick Anhut presented a comprehensive utility rate study covering water, sewer, and stormwater infrastructure. Major projects discussed included York Trunk Sanitary Sewer Improvements (nearing completion of Phase 3, funded through Sewer Availability Charge), South Trunk (Cahill) Sanitary Sewer Improvements (future development potential ~10 years out), Lincoln–Londonderry Sanitary Sewer project ($20–$40 million, not part of current rate study), Water Treatment Plant No. 5 (revised cost estimates), and Flood Risk Reduction Strategy (Morningside as first completed project). Anhut presented on utility enterprise fund structure, fee assessment methodology, and prior rate studies. Council raised questions about consumption patterns, recession impacts, fairness across customer types, and potential for adding a fourth usage tier. Discussion covered rate study financial goals, reserve targets, and assumptions for future expenses and debt coverage. Council requested additional data comparing commercial and residential usage trends over the past decade and discussed potential policy direction regarding conservation, development-related costs, and equity in rate distribution.
Weed Mowing Special Assessment, Improvement No. WD-25 (Resolution No. 2025-95)
Dissent: None
Moved by Member Jackson · Seconded by Member Agnew
Public hearing on special assessment for weed mowing services on 9 properties. Assistant Director of Parks and Natural Resources Swenson presented the assessment process and property IDs. Council discussed potentially raising fees for this process. One resident, Lori Grotz of 5513 Park Place, addressed the Council during public testimony.
Tree Removal Special Assessment, Improvement No. TR-25 (Resolution No. 2025-96)
Dissent: None
Moved by Member Agnew · Seconded by Member Pierce
Public hearing on special assessment for tree removal services on 6 properties. Assistant Director of Parks and Natural Resources Swenson presented the assessment process and property IDs. No public testimony was received.
Certification of Delinquent Utilities (Resolution No. 2025-100)
Dissent: None
Moved by Member Agnew · Seconded by Member Jackson
Public hearing on utility certification process for delinquent utilities. Finance Director Thao presented the utility certification process and history. Council asked questions regarding the County's success with collection of delinquent utilities. Janey Erickson stated that delinquent utilities go on property taxes and the County is 100% effective in collection. Resident Lori Grotz of 5513 Park Place addressed the Council.
Aquatic Vegetation Special Assessment, Improvement No. AQ-25 (Resolution No. 2025-85)
Dissent: None
Moved by Member Jackson · Seconded by Member Pierce
Public hearing on aquatic services management plan and special assessment covering Arrowhead Lake, Indianhead Lake, Lake Nancy, Mill Pond assessments, and Browndale Access Ramp replacement. Water Resource Coordinator Vanderwerff Wilson presented information regarding aquatic services management. No public testimony was received.
Grandview Maintenance District Annual Assessment, Improvement No. G-25 (Resolution No. 2025-92)
Dissent: None
Moved by Member Jackson · Seconded by Member Pierce
Public hearing on annual assessment for Grandview Business District maintenance. Facility Manager Otten presented location map and assessment costs for 2024. Council asked questions regarding ongoing annual costs and whether SPARC funds could be used. Otten noted that parking ramps require annual inspection, which comprises a significant portion of costs. City Manager Neal stated he does not recall a time when they delayed payments on assessments like this. Resident Jim Baase of 5021 Vernon Avenue South addressed the Council.
50th & France Maintenance District Annual Assessment, Improvement No. M-25 (Resolution No. 2025-93)
Dissent: None
Moved by Member Jackson · Seconded by Member Agnew
Public hearing on annual assessment for 50th & France Business District maintenance. Facility Manager Otten presented location map and proposed assessment costs for 2024. Council asked questions regarding apartment buildings with retail on the first floor. No public testimony was received.
Concord B & C Neighborhood Roadway Reconstruction Special Assessment, Improvement No. BA-465 (Resolution No. 2025-88)
Dissent: Member Risser abstained from voting
Moved by Member Jackson · Seconded by Member Pierce
Public hearing on special assessment for neighborhood roadway reconstruction. Engineering Director Millner presented information regarding funding sources and assessment costs. Council asked questions regarding potentially delaying billing for this case. Millner stated they have a two-year warranty on water shut-off, retaining wall, and driveway, and that property owners can pay it off over a 15-year period. Residents Lynda Sonnek of 6212 Saint Johns Avenue and Chris Guertin of 6109 Saint Johns Avenue addressed the Council.
Southdale B Neighborhood Roadway Reconstruction Special Assessment, Improvement No. BA-464 (Resolution No. 2025-89)
Dissent: None
Moved by Member Pierce · Seconded by Member Agnew
Public hearing on special assessment for neighborhood roadway reconstruction. Engineering Director Millner presented variety of funding sources for the project. Council asked questions regarding an email objection received. Council also discussed how extensive water damage in a resident's unit is handled and what relief is offered. Millner stated that they review it at staff level and can submit it to the contractor for their insurance to check out. No public testimony was received.
Accepting Donations (Resolution No. 2025-98)
Dissent: None
Moved by Member Jackson · Seconded by Member Agnew
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. Various grants and donations were presented for acceptance.
Subdivision (Preliminary and Final Plat) at 6417 Warren Avenue (Resolution No. 2025-83)
Dissent: None
Moved by Member Jackson · Seconded by Member Pierce
Community Development Director Teague noted that the applicant proposed to split the property into two lots. Council asked questions regarding driveway placement.
Site Plan Review and Variances at 50336 France Avenue South (Resolution No. 2025-80)
Dissent: Member Risser voted against the resolution
Moved by Member Agnew · Seconded by Member Pierce
Community Development Coordinator Lewis noted that the proposal is to add a second story to the existing building. Council asked questions regarding upgrade in City Code for parking to codify a policy, practical difficulties, the Code change process, and the Floor Area Ratio (FAR) of 1. 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. 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. Council discussed the dimensions of the lot and the uniqueness of this property.
Community Comment (October 7, 2025 Regular Meeting)
Dissent: Not applicable
Moved by Not applicable - Community Comment period · Seconded by Not applicable - Community Comment period
Three residents raised concerns during Community Comment. Ralph Zickert of 4311 Cornelia Circle discussed the double-digit levy increase for the year and emphasized the importance of staying informed and voting, highlighting the lack of transparency for the year's budget cycle. Jan Del Calzo of 5225 Grandview Square #112 discussed the replacement project for lights in Grandview Square and inquired about why 55% of the project's lights had been removed, leaving the area still dark. David Frankel of 4510 Lakeview Drive stated that the Rosland Park Ped Bridge has been hit and asked if MnDOT knows about it. He also asked about the Grandview pedestrian bridge and whether it passes the golf ball test or meets ADA requirements.
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.
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.
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.
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.
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.
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.
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.
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. 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.
He reviewed prior rate studies, tier structures, and the rationale for using winter water usage to determine charges.
The delinquent utilities go on the property taxes, and the County is 100% effective in collection.
The parking ramps have to be inspected annually, and that is where a big portion of the costs comes from.
They have a two-year warranty on the water shut-off and the retaining wall, and the driveway. They can pay it off over a 15-year period.
They review it at a staff level and then can submit it to the contractor for their insurance to check out.
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.
It is possible to approve a variance and then change the Code later on.
He highlighted the lack of transparency for this year's budget cycle.
She inquired about why 55% of the project's lights had been removed, leaving the area still dark.
The Rosland Park Ped Bridge has been hit and asked if MnDOT knows about it.
Source document
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 202d
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 202d
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.
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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,
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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.
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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.
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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
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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
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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
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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.
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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
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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]
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City Signature Page
CITY OF EDINA
Attest:
Attest:
James B. Hovland, Mayor
Scott H. Neal, City Manager
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Page 40 of 202Page 41 of 202Exhibit A
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Exhibit B
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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.
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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
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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.
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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.
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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
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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
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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
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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,
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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.
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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
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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.
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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.
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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.
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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.
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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
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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
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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 202EXHIBIT 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 202Page 72 of 202Page 73 of 202EXHIBIT 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
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2
R
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0
3
2
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2
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L
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1
2
0
3
2
0
2
/
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:
s
c
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D
k
s
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d
o
t
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A
M
A
0
0
:
7
4
:
0
1
5
2
0
2
/
7
2
/
6
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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
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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"
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
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0
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1
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1
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A253
2
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A253
1
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A254
A
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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
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A251
5
4
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A301
5
BREAKROOM
207
FLOR3
OFFICE
208
WORKROOM
209
SIM
F3
F3
A
A
15
______
A564
A6
A
A6
A
FLOR3
38' - 6"
2
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A251
5
9
______
A564
FLOR4B
TYP AT
FLOOR
DRAINS
B6
WOMEN
212
A3
B6
A
F6
A
FLOR2B
JANITORIAL
213
FLOR5
1
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A305
1
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A253
F3
A
SIM
13
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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
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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
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A302
SPACE UNDER ACCESS FLOOR IN
EAC SUITE IS NOT USED AS AIR
PLENUM - TYP
5
4
______
A251
6
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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
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A564
1
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A252
2
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A252
3
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A252
10.1
10.2
5
F6
WIP
222A
STORAGE
224
2
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A305
5
5
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A308
6
13
______
A364
FLOR5
FLOR5
F6
ELEV-B
F6
FLOR5
A6
OFFICE
220
A6
A
HC IDF
216
FLOR3
A6
6
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A564
TYP AT
TRENCH
DRAINS
15
______
A564
JANITORIAL
223
F6
A
F6
A
4
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A308
7
8
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______
A203
A374
1
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A304
6
6
6
5
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A374
A374
3
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A305
H6
A
SIM
13
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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
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A564
ALIGN ACCESS FLOOR GRID TO WALL IN E-W DIRECTION
A6
A
6
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A564
CORRIDOR
245
PROVIDE ACCESS
DOOR FOR MOISTURE
SENSOR ACCESS, TYP
7
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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
-
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8
C6
A6
"
1
1
-
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1
"
4
/
3
9
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4
"
4
/
1
0
-
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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
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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
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A
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4
2
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1
2
0
3
2
0
2
/
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a
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a
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1
2
0
3
2
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2
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4
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1
5
2
0
2
/
7
2
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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
_
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2
0
3
2
0
2
/
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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
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A
M
A
0
2
:
8
4
:
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1
5
2
0
2
/
7
2
/
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t
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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
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r
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t
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A
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4
2
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1
2
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3
2
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2
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1
2
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3
2
0
2
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D
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d
o
t
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A
M
A
3
4
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8
4
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0
1
5
2
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2
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7
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6
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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
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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
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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
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A
_
4
2
R
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2
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3
2
0
2
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a
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a
d
h
t
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S
1
2
0
3
2
0
2
/
/
:
s
c
o
D
k
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e
d
o
t
u
A
M
A
2
2
:
0
5
:
0
1
5
2
0
2
/
7
2
/
6
.
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L
t
,
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l
t
s
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c
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r
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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
.
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a
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e
y
e
M
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r
y
p
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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
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M
t
h
g
i
r
y
p
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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
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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"
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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
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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
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V
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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
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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
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E
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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
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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
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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
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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
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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"
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2
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2
0
3
2
0
2
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a
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3
2
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2
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D
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2
:
8
2
:
1
1
5
2
0
2
/
7
2
/
6
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2
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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"
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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
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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
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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
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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
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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
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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
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t
i
h
c
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_
4
2
R
_
1
2
0
3
2
0
2
/
y
r
a
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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
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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
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b
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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
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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
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u
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c
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c
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A
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4
2
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1
2
0
3
2
0
2
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1
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2
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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"
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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
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.
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c
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A
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4
2
R
_
1
2
0
3
2
0
2
/
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a
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L
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t
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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
.
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p
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3
2
0
2
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g
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w
a
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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
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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
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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
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R
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2
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3
2
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2
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3
2
0
2
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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
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7
2
/
6
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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"
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4
2
R
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1
2
0
3
2
0
2
/
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r
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b
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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
.
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y
p
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2
0
2
i
g
n
w
a
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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
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4 DETAIL AT SHELF BRACKET
A852
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SEE MECH DWGS
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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
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7
"
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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
"
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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
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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 202Edina 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 202Edina 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 202Edina 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 202Explore 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 20260.00%
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 20261010 Board Meetings
Total Expenses
Net Ordinary Income/(Loss)
Assumed Split with Chamber
Explore
Chamber
Page 129 of 20226-1
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 2027,080.00
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 20225.00
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 202Explore 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 2027,080.00
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 20225.00
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 202Explore 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 2027,080.00
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 20225.00
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 202Edina 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 202Total 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 20250090 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 20257500 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 20225-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 20213,716.66
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 202200.00
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 202Edina 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 20213,716.66
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 202200.00
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 202Edina 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 2028,916.66
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 202200.00
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 202Date: 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 202I-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 202Municipal 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 202Defined 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 202I-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 202I-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 202I-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 202I-494 - Phase II
City of Edina Local cost participation
• $0
Page 166 of 202I-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 202I-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 202Thank you again!
Andrew Lutaya
Andrew.Lutaya@state.mn.us
651-234-7563
Page 169 of 202d
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 202Background
• 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 202Background
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 202Background - 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 202How 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 202How has Edina used SPARC Funds to date?
6
Page 180 of 202Key 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 202Alternate 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 202Types 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 202Summary & 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 202Original 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
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