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Proposed Downtown Rehabilitation Grant Award for 1699 Iowa StreetCity of Dubuque City Council Meeting Consent Items # 6. Copyrighted October 4, 2021 ITEM TITLE: Proposed Downtown Rehabilitation GrantAward for 1699 Iowa Street SUMMARY: City Manager recommending approval of a Downtown Rehabilitation Loan Program Grant Award in the amount of $35,000 to Unitarian Universalist Fellowship of Dubuque for a facade grant, a planning & design grant, and a financial consultant grant for 1699 1 owa Street. RESOLUTION Approving a Grant Agreement between the City of Dubuque, Iowa and Unitarian Universalist Fellowship of Dubuque, Iowa for the redevelopment of 1699 Iowa Street SUGGESTED Suggested Disposition: Receive and File; Adopt Resolution(s) DISPOSITION: ATTACHMENTS: Description Type 1699 Iowa Street Downtown Rehab Grant Award-MVM City Manager Memo Memo Staff Memo Resolution Grant Agreement Staff Memo Resolutions Supporting Documentation THE CITY OF Dubuque DUB TEE All -America City Masterpiece on the Mississippi � pp zoo�•*o 13 zoi720zoi9 TO: The Honorable Mayor and City Council Members FROM: Michael C. Van Milligen, City Manager SUBJECT: Proposed Downtown Rehabilitation Grant Award for 1699 Iowa Street DATE: September 29, 2021 Economic Development Director Jill Connors recommends City Council approval of a Downtown Rehabilitation Loan Program Grant Award in the amount of $35,000 to Unitarian Universalist Fellowship of Dubuque for a fagade grant, a planning & design grant, and a financial consultant grant for 1699 Iowa Street. Unitarian Universalist Fellowship of Dubuque intends to improve the property by restoring architecturally significant features, including a reconstructed belfry design based on historic photographs. The project will provide temporary employment for some community members while others will receive training and skill development improving long-term employment possibilities. The Good Neighbor inquiry on this owner and property produced no issues. I concur with the recommendation and respectfully request Mayor and City Council approval. Mic ael C. Van Milligen MCVM:jh Attachment CC' Crenna Brumwell, City Attorney Cori Burbach, Assistant City Manager Jill M. Connors, Economic Development Director THE CITY OF E Masterpiece on the Mississippi Dubuque Economic Development Department 1300 Main Street All-AmericaCiity Dubuque, Iowa 52001-4763 fvtll["JVtL i T7(: fJ iY'L9= Office (563) 589-4393 I I TTY (563) 690-6678 ® http://www.cityofdubuque.org 2007-2012.2013 2017*2019 TO: Michael C. Van Milligen, City Manager FROM: Jill M. Connors, Economic Development Director SUBJECT: Proposed Downtown Rehabilitation Grant Award for 1699 Iowa Street DATE: September 28, 2021 INTRODUCTION This memo presents for your approval a project selected for a fagade, a planning & design, and a financial consultant grant award. BACKGROUND The Downtown Rehabilitation Loan Program provides several incentives from the Economic Development Department for the rehabilitation of historic buildings in our greater downtown. Together, these grants, along with Tax Increment Financing funds, have incentivized the rehabilitation of the Historic Millwork District, multiple buildings in nearly every block along Main Street and many other downtown properties. Some examples are: Caradco, Novelty Iron Works, Linseed, and Dupaco/Voices Buildings in the Millwork District; the Roshek Building; mixed -use buildings in nearly every block of Main Street; multiple buildings along the Central Avenue Corridor; and many others from 1 st Street to 32nd Street. This program has had a positive impact in the appearance and livability of our downtown, which leads to a more attractive business and residential environment. As such, the Economic Development Department finds the program to be a great tool for attracting and retaining a quality workforce for our businesses. DISCUSSION For the property listed, I have performed a "Good Neighbor Inquiry" (with Building Services, Engineering, Finance, Health, Housing, Legal, Planning, Police, Public Works, and Utility Billing) for any concerns based on these or other properties owned by the applicant. The Good Neighbor Inquiry on this owner and property produced no issues. Application received September 1, 2021 for a fagade grant, a planning & design grant, and a financial consultant grant. The funds to award the rehabilitation grant in the amount of $35,000 were previously encumbered from CIP 3602436. There is no impact to the current budget. Unitarian Universalist Fellowship of Dubuque, Iowa (UUFD) intends to improve the property by restoring architecturally significant features including a reconstructed belfry design based on historic photographs. This revitalization effort is representative of the resilient spirit of the project neighborhood and the community as a whole. This project planning process has included input from stakeholders at varying income levels, with diverse voices and interests. The UUFD project will provide temporary employment for some community members while others will receive training and skill development improving long-term employment possibilities. Assistance in funding this project would align with the City Council Goal — Partnership for a Better Dubuque: Building Our Community that is Viable, Livable, and Equitable RECOMMENDATION/ ACTION STEP I recommend approval of the proposed grant award in the amounts detailed above. 2 Prepared by: Jill Connors, Economic Development, 1300 Main Street, Dubuque IA 52001, 563 589-4393 Return to: Jill Connors, Economic Development, 1300 Main Street, Dubuque IA 52001, 563 589-4393 RESOLUTION NO. 331-21 APPROVING A GRANT AGREEMENT BETWEEN THE CITY OF DUBUQUE, IOWA AND UNITARIAN UNIVERSALIST FELLOWSHIP OF DUBUQUE, IOWA FOR THE REDEVELOPMENT OF 1699 IOWA STREET Whereas, Unitarian Universalist Fellowship of Dubuque, Iowa is the owner of the building at 1699 Iowa Street in the City of Dubuque, Iowa (the "Development Property") legally described as: The North 50 feet of the East''/2 of Out Lot 746 in the City of Dubuque, Iowa, according to the United States Commissioners' Map of the Survey of the Town of Dubuque, Iowa, and Whereas, Unitarian Universalist Fellowship of Dubuque, Iowa has applied to the City of Dubuque Economic Development Department (the "City") for a Fagade Grant, a Planning & Design Grant, and a Financial Consultant Grant (the "Grants') for the rehabilitation of the Development Property (the "Project"); and Whereas, the Project is eligible for the Grants; and Whereas, City and Unitarian Universalist Fellowship of Dubuque, Iowa has tentatively entered into a Grant Agreement for the Development Property (the "Grant Agreement"), a copy of which is attached hereto; and Whereas, it is the determination of the City Council that approval of the Grant Agreement for redevelopment of the Development Property by Unitarian Universalist Fellowship of Dubuque, Iowa, according to the terms and conditions set out in the Grant Agreement, is in the public interest of the City of Dubuque. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF DUBUQUE, IOWA: Section 1. That the Grant Agreement between the City of Dubuque and Unitarian Universalist Fellowship of Dubuque, Iowa is hereby approved. Section 2. That the Mayor is hereby authorized and directed to execute the Grant Agreement on behalf of the City of Dubuque and the City Clerk is authorized and directed to attest to his signature. Section 3. That the City Manager is authorized to take such actions as are necessary to comply with the terms of the Grant Agreement as herein approved. Passed, approved and adopted this 4th day of October, 2021. , to. 4,- Roy D. Buo Mayor Attest: GRANT AGREEMENT FOR THE DOWNTOWN REHABILITATION GRANT PROGRAM BETWEEN THE CITY OF DUBUQUE, IOWA AND UNITARIAN UNIVERSALIST FELLOWSHIP OF DUBUQUE, IOWA THIS GRANT AGREEMENT (the "Agreement"), dated for reference purposes the cJ day of October, 2021, by and between the City of Dubuque, Iowa a municipality established pursuant to the Code of Iowa ("City") and acting under the authorization of Chapter 403 of the Code of Iowa (the "Urban Renewal Act") and Unitarian Universalist Fellowship of Dubuque, Iowa ("Grant Recipient"). WHEREAS, in furtherance of the objectives of the Urban Renewal Act, City has undertaken a program for the development and redevelopment of an area in the city known as the Greater Downtown Urban Renewal District (the "District"), an urban renewal area established pursuant to the Urban Renewal Act, and in connection therewith has established the Downtown Rehabilitation Grant Program (the "Program"); and WHEREAS, Grant Recipient intends to complete the renovation and rehabilitation of a building located on property within the District locally known as 1699 Iowa Street, Dubuque, Iowa (the "Development Property"), legally described as: The North 50 feet of the East ''Y2 of Out Lot 746 in the City of Dubuque, Iowa, according to the United States Commissioners' Map of the Survey of the Town of Dubuque, Iowa, which will include various improvements to the building, as more specifically detailed in Grant Recipient's application to the Program (the "Project"); and WHEREAS, Grant Recipient has applied for a Fagade Grant, a Planning & Design Grant, and a Financial Consultant Grant for the Project from City under the Program in amounts collectively up to Thirty -Five Thousand Dollars ($35,000) (the "Grant"), the terms of which are set forth in this Agreement; and WHEREAS, the City Council believes that the development of the Development Property pursuant to this Agreement and the fulfillment generally of this Agreement, are in the vital and best interests of City and in accord with the public purposes and provisions of the applicable state and local laws and requirements under which the Project has been undertaken and is being assisted. NOW THEREFORE, IN CONSIDERATION OF THE PROMISES AND OBLIGATIONS OF THE PARTIES HERETO, EACH OF THEM DOES HEREBY COVENANT AND AGREE WITH THE OTHER AS FOLLOWS: SECTION 1. MINIMUM IMPROVEMENTS. 1. 1. Required Minimum Improvements. Grant Recipient shall improve the Development Property as follows: Fagade improvements including rehabilitation of doors and windows (the "Minimum Improvements"). The Minimum Improvements shall be completed in substantial conformity with the scope and scale described in Grant Recipient's Application Design Letter attached hereto as Exhibit A and Grant Recipient's Application to the Program, attached hereto as Exhibit B. 1.2. Timing of Minimum Improvements. Grant Recipient shall begin construction of the Minimum Improvements by November 1, 2021 and complete construction of the Minimum Improvements by June 30, 2022. City shall determine in its sole discretion, following an inspection by City's Building Services Department and/or Planning Department, when the Minimum Improvements have been completed. In order to be considered completed, the Minimum Improvements must be constructed in accordance with the terms of this Agreement, in compliance with the regulations of the Program, and in substantial conformity with Grant Recipient's Application Design Letter and Grant Recipient's Application to the Program. 1.3 Certificate of Completion. Promptly following the request of Grant Recipient and upon determination by the City Manager that the Minimum Improvements have been completed as required by this Agreement, the City Manager shall furnish Grant Recipient with a Certificate of Completion in recordable form which shall be a conclusive determination of the satisfaction and termination of the agreements and covenants in this Agreement. 1.4. Construction of Minimum Improvements. Grant Recipient shall complete all work with respect to construction of the Minimum Improvements in conformance with all requirements of the Program, this Agreement, and all federal, state, and local laws, ordinances, and regulations. 1.5. Insurance. (1) Grant Recipient shall provide and maintain or cause to be maintained at all times during the process of constructing the Minimum Improvements and at its sole cost and expense builder's risk insurance, naming City as loss payee, written on a Completed Value Form in an amount equal to one hundred percent (100%) of the building (including Minimum Improvements) replacement value when construction is completed. Coverage shall include the "special perils" form and Grant Recipient shall furnish City with proof of insurance in the form of a certificate of insurance. (2) Upon completion of construction of the Minimum Improvements and up to the Termination Date, Developer shall maintain, or cause to be maintained, at its cost and expense property insurance against loss and/or damage to the building 2 (including the Minimum Improvements) under an insurance policy written with the "special perils" form and in an amount not less than the full insurable replacement value of the building (including the Minimum Improvements), naming City as loss payee. Developer shall furnish to City proof of insurance in the form of a certificate of insurance. (3) The term "replacement value" shall mean the actual replacement cost of the building with Minimum Improvements (excluding foundation and excavation costs and costs of underground flues, pipes, drains and other uninsurable items) and equipment, and shall be reasonably determined from time to time at the request of City, but not more frequently than once every three (3) years. (4) Grant Recipient shall notify City immediately in the case of damage exceeding $50,000.00 in amount to, or destruction of, the Development Property or any portion thereof resulting from fire or other casualty. Net proceeds of any such insurance (the "Net Proceeds"), shall be paid directly to Grant Recipient as its interests may appear, and Grant Recipient shall forthwith repair, reconstruct and restore the Development Property to substantially the same or an improved condition or value as it existed prior to the event causing such damage and, to the extent necessary to accomplish such repair, reconstruction and restoration, Grant Recipient shall apply the Net Proceeds of any insurance relating to such damage received by Grant Recipient to the payment or reimbursement of the costs thereof, subject, however, to the terms of any mortgage encumbering title to the Property, as its interests may appear. Grant Recipient shall complete the repair, reconstruction and restoration of the Development Property whether or not the Net Proceeds of insurance received by Grant Recipient for such purposes are sufficient. SECTION 2. FURTHER COVENANTS OF GRANT RECIPIENT. 2.1. Operation of Development Property; Housing Vouchers. For and in consideration of the Grant offered under this Agreement, during any operation of the Development Property as a rental residential property, Grant Recipient shall accept, or cause to be accepted, applications from prospective tenants with housing vouchers issued under the U.S. HUD's Section 8 voucher program or a similar program who are otherwise qualified prospective tenants. Grant Recipient shall not deny any tenant a lease based on a public assistance source of income. A public assistance source of income means income and support derived from any tax supported federal, state or local funds, including, but not limited to, social security, supplemental security income, temporary assistance for needy families, family investment program, general relief, food stamps, and unemployment compensation, housing choice voucher subsidies and similar rent subsidy programs. This Section 2.1 shall survive the termination of this Agreement. If Grant Recipient, or Grant Recipient's successors or assigns violates the requirements of this Section 2.1 as determined by the City Manager in the City Manager's sole discretion after the termination of this Agreement, Grant Recipient or Grant Recipient's successors or assigns shall not be eligible for any City financial assistance programs. 2.2. Real Property Taxes. Grant Recipient shall pay or cause to be paid, when due, all real property taxes and assessments payable with respect to all and any parts of the Development Property. 2.3. No Other Exemptions. Until the Termination Date, Grant Recipient agrees not to apply for any state or local property tax exemptions, except for an application for urban revitalization tax abatement under Iowa Code Chapter 404 and 427, which are available with respect to the Development Property or the Minimum Improvements located thereon that may now be, or hereafter become, available under state law or city ordinance during the term of this Agreement. 2.4. Non -Discrimination. In carrying out the Project, Grant Recipient shall not discriminate against any employee or applicant for employment or tenant because of race, religion/creed, color, familial status, marital status, sex, sexual orientation, gender identity, national origin, age, or mental/physical disability. SECTION 3. DOWNTOWN REHABILITATION GRANT PROGRAM. 3.1. Fapade Grant. City agrees to provide a matching (1:1) grant not to exceed Ten Thousand Dollars ($10,000) to reimburse Grant Recipient for documented predevelopment costs, architectural and engineering fees and other authorized soft costs associated with the rehabilitation of the Property on the terms and conditions set forth in the attached Design Letter. 3.2. Planning and Design Grant. City agrees to provide a matching (1:1) grant not to exceed Ten Thousand Dollars ($10,000) to reimburse Grant Recipient for documented predevelopment costs, architectural and engineering fees and other authorized soft costs associated with the rehabilitation of the Property on the terms and conditions set forth in the attached Design Letter. 3.3. Financial Consultant Grant. City agrees to provide a matching (1:1) grant not to exceed Fifteen Thousand Dollars ($15,000) to reimburse Grant Recipient for documented costs related to hiring a financial consultant to evaluate the Project's feasibility on the terms and conditions set forth in the Financial Consultant Grant Program. 3.4. Payment of the Grants. The Grants shall be payable as follows: (1) Any and all portions of the Grants shall be funded solely and only from available Program funds; (2) Prior to the release of any grant funds, (i) Grant Recipient shall have submitted documentation of its eligible expenses under the corresponding grant program, and (ii) City shall have issued a Certificate of Completion; and (3) The Grant funds shall be disbursed directly to Grant Recipient. SECTION 4. EVENTS OF DEFAULT; REMEDIES. 4.1. Events of Default Defined. Failure by Grant Recipient to substantially observe or perform any covenant, condition, obligation, or agreement on its part to be observed or performed under this Agreement shall be an "Event of Default." 4.2. Remedies on Default by Grant Recipient. Whenever any Event of Default occurs and is continuing, City, as specified below, may take any one or more of the following actions after the giving of written notice by City to Grant Recipient of the Event of Default, but only if the Event of Default has not been cured within thirty (30) days following such notice, or if the Event of Default cannot be cured within thirty (30) days and Grant Recipient does not provide assurances to City that the Event of Default will be cured as soon as reasonably possible thereafter: (1) City may suspend its performance under this Agreement, including suspension of the payment of any installment of the Grant to Grant Recipient, until it receives assurances from Grant Recipient deemed adequate by City, that Grant Recipient will cure its default and continue its performance under this Agreement; (2) City may terminate this Agreement; or (3) City may take any action, including legal, equitable, or administrative action, which may appear necessary or desirable to enforce performance and observance of any obligation, agreement, or covenant under this Agreement. 4.3. No Remedy Exclusive. No remedy herein conferred upon or reserved to City is intended to be exclusive of any other available remedy or remedies, but each and every such remedy shall be cumulative and shall be in addition to every other remedy given under this Agreement or now or hereafter existing at law or in equity or by statute. No delay or omission to exercise any right or power accruing upon any default shall impair any such right or power or shall be construed to be a waiver thereof, but any such right and power may be exercised from time to time and as often as may be deemed expedient. 4.4. No Implied Waiver. In the event any agreement contained in this Agreement should be breached by any party and thereafter waived by any other party, such waiver shall be limited to the particular breach so waived and shall not be deemed to waive any other concurrent, previous or subsequent breach hereunder. SECTION 5. MISCELLANEOUS. 5.1. Conflict of Interest. Grant Recipient represents and warrants that, to its best knowledge and belief after due inquiry, no officer or employee of City, or its designees or agents, nor any consultant or member of the governing body of City, and no other public official of City who exercises or has exercised any functions or responsibilities with respect to the Project during his or her tenure, or who is in a position to participate in a decision -making process or gain insider information with regard to the Project, has had or shall have any interest, direct or indirect, in any contract or subcontract, or the proceeds thereof, for work or services to be performed in connection with the Project, or in any activity, or benefit therefrom, which is part of the Project at any time during or after such person's tenure. 5.2. Grants, Notices, and Demands. A grant payment, notice, demand, or other communication under this Agreement by any party to the other shall be sufficiently given or delivered if it is dispatched by registered or certified mail, postage prepaid, return receipt requested, or delivered personally, and (1) In the case of Grant Recipient, is addressed and delivered personally to Unitarian Universalist Fellowship of Dubuque, Iowa, 1699 Iowa Street, Dubuque, IA 52001; Attn: Marian Maciej-Hiner; and (2) In the case of City, is addressed and delivered personally to the City of Dubuque at City Hall, 50 W. 13th Street, Dubuque, IA 52001; Attn: City Manager and City Attorney. or to such other designated individual or officer or to such other address as any party shall have furnished to the other in writing in accordance herewith. 5.3. Titles of Sections. Any titles of the several parts and Sections of this Agreement are inserted for convenience of reference only and shall be disregarded in construing or interpreting any of its provisions. 5.4. Definitions. All capitalized terms used herein shall have the meaning defined herein, unless a different meaning clearly appears from the context. 5.5. Counterparts. This Agreement may be executed in any number of counterparts, each of which shall constitute one and the same instrument. 5.6. Governing Law. This Agreement shall be governed and construed in accordance with the laws of the State of Iowa. 5.7. Amendment. This Agreement may not be amended except by a subsequent writing signed by the parties hereto. 5.8. Successors and Assigns. This Agreement is intended to and shall inure to the benefit of and be binding upon the parties hereto and their respective successors and assigns. 5.9. Termination Date. This Agreement shall terminate and be of no further force or effect December 31, 2026, unless the Agreement is terminated earlier by the other terms of this Agreement. I 5.10. No Third -Party Beneficiaries. No rights or privileges of either party hereto shall inure to the benefit of any landowner, tenant, contractor, subcontractor, material supplier, or any other person or entity, and no such landowner, tenant, contractor, subcontractor, material supplier, or any other person or entity shall be deemed to be a third -party beneficiary of any of the provisions contained in this Agreement. 5.11. Indemnification. Grant Recipient hereby agrees to defend, indemnify, and hold harmless City, its officer and employees, against any and all claims of any kind made by Grant Recipient or any third party relating to or arising out of this Agreement, including costs, expenses, or attorneys' fees. 5.12. No Assignment: Non -Transferability. Following the execution of this Agreement and until the Termination Date: (1) Grant Recipient represents and agrees that it will not transfer, convey or make any assignment of any of its rights or interests in the Development Property, Minimum Improvements, or this Agreement to any other party unless: (i) the transferee partnership, corporation, or individual assumes in writing all of the obligations of Grant Recipient under this Agreement, and (ii) City consents thereto in writing in advance thereof; and (2) Grant Recipient represents and agrees that it will not assign its rights or interests in this Agreement, including the Grant, to any other party unless City consents thereto in writing in advance thereof. CITY OF DUBUQUE, IOWA UNITARIAN UNIVERSALIST FELLOWSHIP OF DUBUQUE, IOWA T By By: r3A or` — Get �P'la Roy D. B I, Mayor Marian Maciej-Hi er, Pr i ent ATTEST: Adrienne N. Breitfelder, City Cerk EXHIBIT A DESIGN LETTER THE CITY OF DUB E Masterpiece on the Mississippi Dubuque Planning Services Department City Hall - 50 West 13' Street ��1°"' 1 Dubuque, IA 52001-4845 1 I I I (563) 589-4210 phone (563) 589-4221 fax 2007,2012.2013 (563) 690-6678 TDD 2017*2019 Diann ing(a-cityofdubugue.org MEMORANDUM TO: Jill Connors, Economic Development Director FROM: Chris Happ Olson, Assistant Planner C� SUBJECT: Facade Grant: 1699 Iowa Street Unitarian Universalist Fellowship of Dubuque, Iowa DATE: September 9, 2021 Introduction This memorandum forwards the requested design review for work funded with a Facade Grant for the property located at 1699 Iowa Street. Background The City of Dubuque Architectural Guidelines, the Secretary of the Interior Standards for Rehabilitation and applicable Technical Preservation Services Preservation Briefs published by the National Park Service (NPS) apply to this project. The latter collection can be found at the NPS website. Discussion The scope of work depicted and described in the drawings and application meet the Architectural Guidelines and the project is recommended for approval as. See attached plans for the site. Please note that all work completed must have relevant permitting and permission, working with the Inspection and Construction Services Division (formerly Building Department) and Engineering Department as necessary. It is exciting to see the Unitarian Universalist Fellowship make continued good use of this of this space, modifying it to their needs instead of abandoning it. This is done within the Jackson Park historic district, further contributing to this neighborhood. What's even more commendable is the effort put forth by this small but mighty congregation that is working to restore this unusual structure to its former glory. Requirements The project, if done in accordance with the described scope of work and drawings will meet the applicable guidelines and standards and is recommended for approval in terms of design review. Any deviation from the approved scope of work must be reviewed and approved by the Economic Development and Planning Services Departments prior to initiation. It is the property owner's responsibility to read and understand the terms of approval as well as ensure compliance with the project requirements. It is the property owner's responsibility to obtain the necessary building permits prior to starting work. It is the property owner's responsibility to ensure all contractors understand and properly execute all expectation of the project. Failure to comply with the approved scope of work will result in forfeiture of all funding. ENCLOSURES: Application CC: Mike Belmont, Building Official Jeff Zasada, Inspector Oil EXHIBIT B APPLICATION Dubuque THE CF D!Uj- B E I1 Ctl1 Masterpiece on the Mississippi 2007.2012.2013 City of Dubuque, Iowa Facade Grant Program, Financial Consultant Grant Program, and Planning and Design Grant Program, APPLICATION Applications for funding through the City of Dubuque's Fagade Grant Program, Financial Consultant Grant Program, and Planning & Design Grant Program will be accepted by the Economic Development Department, 50 West 13th Street, Dubuque, Iowa (563) 589-4393. Applications will be received on a rolling basis and reviewed monthly by a Review Committee consisting of staff from the Economic Development, Building Services, and Planning Departments with selected projects being submitted to the City Manager for final review and approval. APPLICANT INFORMATION Address of Project: 1699 Iowa Street, Dubuque, Iowa 52001 Building Owner: Applicant: Mailing Address Telephone: Email: Unitarian Universalist Fellowship of Dubuque, Iowa Unitarian Universalist Fellowship of Dubuque, Iowa PO Box 1369, Dubuque, Iowa 52004 563-583-9910 uufdmain(cDamail. com Which assistance program(s) is this project seeking? x Fagade Grant Program x Financial Consultant Grant Program x Planning and Design Grant Program Has applicant discussed details of this project with the City of Dubuque Planning Department and been made aware of the City's design review guidelines at http://cityofdubugue.org/l295/Design-Guidelines ? Yes x No If yes, with whom? Chris Olson Construction schedule of project (commencement & completion): September 2021 through June 2022 Page 1 of 6 A. Current Physical Condition of Building: (If additional space is needed, please attach description as Attachment A.) The building has structural concerns that need to be addressed, and it is past due for restoration of its architecturally significant features. The foundation of the building is rough cut Dubuque limestone. On the eastern and western sides of the building, the foundation walls have shifted outward considerably. There is also significant vertical settling at the northeast corner below the first -floor entrance. The walls and foundation have some deteriorated mortar joints, and the historic brick and limestone masonry is soiled. The wood -shingled walls are significantly weathered and approaching the end of their useable life. The historic millwork near the roofline, including molded facias, rafter tails, and gable detailing, have failing paint and rotted wood. The asphalt roof shingles are in fair condition but are also nearing their end of life. The roof has some issues with flashing and water mitigation. The windows have failed paint in the sash, jambs, and casing. In addition to the issues with rot and paint failure, the wood window sashes also have issues with the glass and glazing putty. The wood doors are in fair condition but have some failed paint and would benefit from restoration. B. Proposed Modification of Building — written: (If additional space is needed, please attach description as Attachment B.) The rehabilitation of the building will focus on addressing typical maintenance concerns, restoring architecturally significant features, and addressing long standing structural problems that will become worse over time. The rehabilitation will also feature a reconstructed belfry design that is based on historic photographs. The limestone foundation will be cleaned with natural bristle brushes and low- pressure, warm water spray. The limestone foundation and brick masonry walls will also be spot repointed using a matching historic mortar mix. The west basement wall will be stabilized to prevent further outward shifting. The north basement wall, and a portion of the east foundation and brick masonry wall, will be carefully removed and reconstructed to provide adequate support for the reconstructed belfry. Reconstruction of the wall beneath the belfry will re -use as much original material as possible. Existing paint will be removed from the stone water table and the stone and buttress capitals. The non -historic wood shingle cladding will be carefully removed to add steel structural bracing to the interior. New wood shingles will be installed to match the historic design more closely. The windows, doors, and transoms as well as their surrounding jambs and casings will be stripped, repaired, and repainted. The window sashes will also be reglazed and reinstalled to be made operable. The decorative hoods over the east and west wing entrances will be stripped, repaired, and repainted. The asphalt shingle roof will be removed, and the structural wood sheeting will be inspected and replaced as necessary. A new roof of cedar shingles will be installed to match the cedar replacement shingles in the gable. Copper flashings for the roof system will be installed where necessary. The decorative millwork in the roof gables, including the molded facias, verge boards, soffits, and rafter tails will be stripped, repaired, and repainted. Any wood components that are deteriorated beyond repair will be replicated to match the historic millwork. The historic chimney has a non -historic cap that will be removed, and the chimney will be rebuilt to match the historic design. C. Proposed Modification of Building — visual: Please attach a detailed drawing/rendering showing dimensions, architectural details, and labels, of the proposed finished project. Please see Attachment C. D. Impact Statement: How will the project further the revitalization of downtown? The 2035 Dubuque Vision Statement notes Dubuque will be a sustainable and resilient city, inclusive and equitable where ALL are welcome. The UUFD helps meet these revitalization goals for the downtown area. Restoration of our church building makes it sustainable over many more years. This revitalization endeavor shows resilience, belief this project can help church members, but also the area. Dubuque community individuals along with our 50-member fellowship made this project a reality, giving Page 2 of 6 $253,824.00 toward the project. These are people of different income levels, voices, and interests brought together by this project showing how this process brought "buy -in" and inclusion. Some community members will be employed for 10 plus months working on our church. Others will receive employment and training, learning new skills and improving long-term employment possibilities. There are glimmers of neighborhood revitalization in the area. Property owners doing this good work need help. They need others to work on restoration projects that can create a "critical mass" highlighting this district. In the last year, neighbors to our northeast, west, and south began early stages of historic building redevelopment. The UUFD restoration project will be a beacon, a focal point of redevelopment in the neighborhood. Raising up the neighborhood brings the potential to attract more businesses to the neighborhood, which in turn creates jobs for people in the neighborhood. Attracting investment into the neighborhood also helps attract quality and affordable housing for people in the neighborhood. The entire community can observe this project's progress in this historic preservation area. This type of interaction produces a common connection, an opportunity to meet and work with each other producing excitement and inclusion. Number of current housing units on property: Number of new housing units created from project: Number of jobs currently in building: Number of jobs created after project completed: Square footage of storefront space rehabbed: Rent rate being offered in rehabbed storefront: E. Building Ownership: 0 0 0 0 0/SF for 0 yrs. Please include proof of building ownership as Attachment E. You may use the following site as a resource: The site below was used and the information from the site noting UUFD ownership is enclosed in Attachment E. https://beaconbeta.schneidercorp.com/ Please see Attachment E F. Building Ownership — organization: If the owner is a for -profit or non-profit organization, is a Resolution adopted by the Board of Directors which authorizes both the project and the application attached with the Minutes of the Meeting when it was adopted? Yes x No ❑ N/A❑ Please attach as Attachment F. G. Applicant's Ownership Interests — other properties: Does applicant own or have ownership interest in other properties in Dubuque? Yes X No (If yes, please list addresses. If additional space is needed please attach as Attachment G.) UUFD owns the parsonage next to the church. This buildina's address is 140 W. 171h St. Dubuaue. IA 52001 Page 3 of 6 Do the above properties comply with all applicable City of Dubuque ordinances and regulations, including but not limited to, housing, building, zoning, fire, health and vacant and abandoned building regulations? Yes x No ❑ H. Property Signage: Do existing signs on the property comply with City Zoning regulations and design guidelines? Yes x No ❑ N/A❑ If the above answer is no, or the applicant is proposing new signs, please describe the design materials and colors that will be used on the sign face, how the sign will be displayed, and any lighting proposed. If additional space is needed place attach as Attachment H. I. Leveraged Sources: Will this project be utilizing Federal or State Historic Tax Credits? Yes x No ❑ The State of Iowa approved the Historic Resource Development If yes, with whom? Grant and Additional sources are listed below. Please list other sources of funding and financing for this project, and whether the sources are already secured. If additional space is needed place attach as Attachment L Donations $ 253,824 Historical Resource Development Grant (awarded/not received) $ 30,000 State Historic Tax Credits (requested/not yet approved) $ 372,834 Matching Funds from Benefactor $ 1,313,317 J. Bids: Please attach bid(s) for the proposed work as Attachment J. Please see Attachment J K. Certificate of Insurance: Please attach a certificate of insurance for the individual/company bidding the work, Attachment K. Please see Attachment K Page 4 of 6 Facade Grant* What are the estimated costs for fagade improvements? $876,000 How much assistance is the project requesting? $10,000- What is the construction schedule for facade improvements? September, 2021 — June, 2022 Will the project include repointing or tuck pointing? Yes x No ❑ If yes, a mortar analysis sample may be required. The sample would be a reimbursable expenditure. Financial Consultant Grant* What are the estimated costs for financial consultant services? $44,500 How much assistance is the project requesting? $15,000 Planning and Design Grant* What are the estimated costs for planning and design? $83,400 How much assistance is the project requesting? $10,000 *Grant Funds will be disbursed upon completion of work, documentation of costs and an inspection of completed project at a rate of $.50 for each $1.00 of costs incurred, up to maximum amount of grant committed. Written requests for payment must be submitted to the Economic Development Department. "Paid invoices and/or cancelled checks will be required to confirm expenditures. Page 5 of 6 List of Exhibits Exhibit A Current Physical Condition (if additional room needed) Exhibit B Proposed Modification of Building (if additional room needed) Exhibit C Detailed Drawing/Rendering Exhibit D Impact Statement (if additional room needed) Exhibit E Proof of Building Ownership Exhibit F Resolution (if applicable) Exhibit G List of Applicant's Other Properties (if applicable) Exhibit H Sign Compliance (if applicable) Exhibit I Leveraged Sources of Funds Exhibit J Bids Exhibit K Certificate of Insurance Page 6 of 6 1 a r W9% JEFFREY MORTON ASSOCIATES 206 Bluff Street .,, Dubuque IA 52001 563.585.0043 UNITARIAN UNIVERSALIST ARCHITECTURE INTERIOR DESIGN 1 STRUCTURAL ENGINEERING s GRONEN FELLOXNSHIP of DUBU UE Ct +" ! 900 JACKSON STREET REHABILITATION PROJECT - • • -' " ' �1. N�_ - r ' _ SUITE LL2 DUBUQUE, IOWA 52001 563-557 7010 •r 3 ■ 1699 IOWA STREET IOWA • - -" i' f 1' L — ZIMMER DESIGN 1550 LAFOLLETTE • PO. BOX 131 FENNIM 53809®UBUE 608.778.6371 r.. % - a ti �, �� s a � _o - • It - R — i i _ _ T cam , n i 1 Wa� /r 111 V 1 LU _ z oO I� z=SF- QwQ ABBREVIATIONS DRAWING INDEX PROJECT TEAM J N o A/E AB ABV AC ACFL ACOUS ACT AD ADDL ADH ADJ ADJST ADMIN AFF ALT ALUM AMEND ANC AP APC APROX ARCH AUTO AV AVG AWT B B&B BA BD BIT BI<T BL BLDG BLKG BM BO BOF BOS BOS BOT BPL BR BRC BRG BSMT BTWN BUR C C C/C CAB CANT CAT CATV CB CCTV CE CEM CER CIF CFS CG CHNL Cl CIP ARCHITECT AND/OR ENGINEER ANCHOR BOLT ABOVE AIR CONDITIONING ACCESS FLOOR ACOUSTICAL ACOUSTICAL CEILING TILE ACCESS DOOR ADDITIONAL ADHESIVE ADJACENT ADJUSTABLE ADMINISTRATION ABOVE FINISH FLOOR ALTERNATE ALUMINUM AMENDMENT ANCHOR ACCESS PANEL ARCHIT. PRECAST CONCRETE APPROXIMATELY ARCHITECTURAL AUTOMATIC AUDIO VISUAL AVERAGE ACOUSTICAL WALL TREATMENT BALLED AND BURLAPPED BUILDING ACCESSORY BOARD BITUMINOUS BRACKET BRICK LEDGE BUILDING BLOCKING) BEAM OR BENCH MARK BY OWNER BOTTOM OF FOOTING BOTTOM OF SLAB BOTTOM OF STEEL BOTTOM BEARING PLATE BRICK BRICK COURSE BEARING BASEMENT BETWEEN BUILT UP ROTOR COURSE CENTER TO CENTER CABINET CANTILEVER CATEGORY CABLE TELEVISION CATCH BASIN CLOSED CIRCUIT TELEVISION CIVIL ENGINEER CEMENT CERAMIC CUBIC FEET CUBIC FEET PER SECOND CORNER GUARD CHANNEL CAST-IRON CAST -IN -PLACE CIR CJ CL CLNG CLO CLR CM CMU CO CO COL COM COMP COMPR CONC COND CONF CONN CONST CONT CORR CPT CSK CT CTR CU CUH CW CW CY D DBL DEG DEMO DEPT DF DIA DIAG DIFF DIM DISP DIST DIV DL DN DR DS DTL DW DWG DWL DWTR E E EA EF EGEN EIFS E1 EL ELEC ELEV EMER ENTR EO CIRCLE EOS EDGE OF SLAB HDWD CONTROLJOINT EPDM ETHYLENE PROPYLENE DIENE HDWR CENTERLINE EQ MONOMER HIM CEILING EQUIP EQUAL HOR CLOSET ESTB EQUIPMENT HR CLEARANCE) EW ESTABLISHED HT CONSTRUCTION MANAGER EWC EACH WAY HTR CONCRETE MASONRY UNIT EXC ELECTRIC WATER COOLER HVAC CASED OPENING EXH EXCAVATE(D), EXCAVATION HYD CLEAN OUT EXIST/EX EXHAUST HW COLUMN EXP EXISTING HWH COMMUNICATION EXT EXPANSION I COMPOSITE F EXTERIOR ID COMPRESSIBLE FA FIRE ALARM IN CONCRETE FBR FACE OF BRICK INCL CONDITION FC FACE INFO CONFERENCE FD FLOOR DRAIN INSUL CONNECTION FE FIRE EXTINGUISHER INT CONSTRUCTION FEC FIRE EXTINGUISHER CABINET INV CONTINUE (OUS)(ATION) FF FINISHED FACE, FACE OF WALL J CORRIDOR FIFE FINISH FLOOR ELEVATION JAN CARPET FFL FINISH FLOOR LEVEL JBOX COUNTERSUNK FHC FIRE HOSE CABINET JC CERAMIC TILE FIN FINISH CENTER JST CUBIC FIXT FIXTURE JT FLASH FLASHING CABINET UNIT HEATER K FLEX FLEXIBLE COLD WATER KIT FLR FLOORING) CURTAIN WALL KO FLUOR FLUORESCENT CUBIC YARD L FN FENCE FND FOUNDATION L DOUBLE FO FINISHED OPENING LAB DEGREE FOC FACE OF CONCRETE LAM DEMOLITION FOM FACE OF MASONRY LAV DEPARTMENT LB FOS FACE OF STUDS i STEEL DRINKING FOUNTAIN FP FIREPROOFING LCD DIAMETER FPL LF FIREPLACE DIAGONAL FRP FIBERGLASS REINFORCED PLASTIC PANELLH DIFFUSER DIMENSION FRT FIRE RETARDANT TREATED LHR DISPENSER FT FOOT OR FEET LIN FTG FOOTING LINO DISTRIBUTION FTR FINE TUBE RADIATION i RADIATOR LL DIVISION OR DIVIDER LOC FUR FURRING DEAD LOAD FUT FUTURE LONG DOWN FWC FABRIC WALL COVERING LTG DOOR G LVR DOWNSPOUT G GAS M DETAIL GA GAUGE MAS DISHWASHER DRAWING GAL GALLON MAT DOWEL GALV GALVANIZED MATL DUMBWAITER GAR GARAGE MAX GB GRAB BAR MC EAST GC GENERAL CONTRACTOR MDF GEN GENERAL MDO EACH MECH GEN GENERATOR EXHAUST FAN MEMB GFRP GYPSUM FIBERGLASS REINFORCED PANEL EMERGENCY GENERATOR MEZZ EXTERIOR INSULATION &FIN. SYSTEM GL GLAZING GLU LAM GLUE LAMINATED MFR EXPANSION JOINT MH ELEVATION GYP GYPSUM B GYPSUM WALL BOARD IN GWMISC ELECTRICAL) H ELEVATOR MO EMERGENCY H HIGH MR ENTRANCE HB HOSE BIB ELECTRICAL OUTLET HC HANDICAP HDR HEADER Hardwood Hardware Hollow Metal Horizontal Handrail Height Heater Heating/Ventilation/Air Conditioning Hydrant Hot Water Hot Water Heater Inside Diameter Inch Include(ing) Information Insulation Interior Invert Janitor Junction Box Janitor's Closet Joist Joint Kitchen Knockout Long, Length Laboratory Laminate, Lamination Lavatory Pound Linear Ceiling Diffuser Linear Foot Left Hand Left Hand Reverse Linear Linoleum Live Load Location Longitudinal g Lighting Louver Masonry Walk Off Mat Material Maximum Medicine Cabinet Medium Density Fiberboard Medium Density Overlay y Mechanical Membrane Mezzanine Manufacturer Manhole Minimum Miscellaneous Masonry Opening Moisture Resistant MTD MTL MUL MW MWA N N NA NIC NO NOM NRC NTS O OA OC OCD OCG OD OFCI OFOI OH OHD OP OPG OPP OPT ORD OZ P PA PAR PBD PC PERIM PERP PFM PFN PKG PL PL PLAM PLAS PLBG PLF PLYWD PNL PR PREFAB PRELIM PROJ PROP PSI PT PTN PVC Q QT QTR QTY R R RA MOUNTED METAL MULLION MILLWORK MILLWORK ACCESSORY NORTH NOT APPLICABLE NOT IN CONTRACT NUMBER NOMINAL NOISE REDUCTION COEFFICIENT NOT OVERALL SCALE ON CENTER OVERHEAD COILING DOOR OVERHEAD COILING GRILL OUTSIDE DIAMETER OWNER FURNISHED/CONTR. INSTALLED OWNER FURNISHED - OWNER INSTALLED OVERHEADA303 OVERHEAD DOOR OPERABLE PARTITION OPENING OPPOSITE OPTIONAL OVERFLOW ROOF DRAIN OUNCE(S) PUBLIC ADDRESS PARALLEL PARTICLE BOARD PRECAST CONCRETE PERIMETER PERPENDICULAR PRE -FORMED PRE -FINISHED PARKING PLATE PROPERTY LINE PLASTIC LAMINATE PLASTER PLUMBING POUND PER LINEAR FOOT PLYWOOD PANEL PAIR PREFABRICATED PRELIMINARY PROJECTIONS PROPERTY POUND PER SQUARE INCH PAINT PARTITION POLYVINYL CHLORIDE QUARRY TILE QUARTER QUANTITY RADIUS RETURN AIR RAID RB RCP RD REC RECT REF REFR REG REINF READ REV RF RFH RFV RH RHR RM RND RO ROW RT RWL S S SA SAN Sc SCHED SD SECT SF SFRNT SHR SHT SHTG SIM SL SLNT SM SMTL SOG SP SPEC SQ SS SSF SSK ST STC STD STL STN STOR STRUCT SUBFL SUSP SYM SYS T T T&G TA TAN TBD RADIATOR TC TERRACOTTA RUBBER BASE TD TRENCH DRAIN REFLECTED CEILING PLAN TEL TELEPHONE ROOF DRAIN TELECOM TELECOMMUNICATIONS RECESSED TEMP TEMPORARY RECTANGULAR TER TERRAllO REFERENCE TFMR TRANSFORMER REFRIGERATOR THK THICKNESS) REGISTER THRES THRESHOLD REINFORCED WENT) (ING) TOB TOP OF BEAM REQUIRED TOC TOP OF CONCRETE / CURB REVERSE TOD TOP OF DECK RESILIENT FLOOR TOF TOP OF FOOTING ROOF HATCH TOJ TOP OF JOIST ROOF VENT TOM TOP OF MASONRY RIGHT HAND TOS TOP OF SLAB RIGHT HAND REVERSE TOS TOP OF STEEL ROOM TOW TOP OF WALL ROUND TOP TOPPING ROUGH OPENING TRANS TRANSVERSE RIGHT OF WAY TRTD TREATED RUBBER TILE TS TUBE STEEL RAIN WATER LEADER TV TELEVISION TYP TYPICAL SOUTH U UC UNDERCUT SUPPLY AIR URN UNFINISHED SANITARY UG UNDERGROUND SOLID CORE UNO UNLESS NOTED SCHEDULE UPH OTHERWISE STORM DRAIN UR UPHOLSTERY SECTION UTIL URINAL SQUARE FOOT V UTILITY STOREFRONT SHOWER VAR VARIES SHEET VB VAPOR BARRIER VCT VINYL COMPOSITION TILE SHEATHINGCO SIMILAR VEN VENEER SNOW LOAD VERT VERTICAL SEALANT VEST VESTIBULE SURFACE MOUNT VIN VINYL SHEET METAL VOL VOLUME SLAB ON GRAD VR VAPOR RETARDER SPACE(ING) VT VINYL TILE SPECIFICATIONS VWC VINYL WALL COVERING SQUARE W STAINLESS STEEL W WEST SOLID SURFACE W WIDE, WIDTH SERVICE SINK W/ WITH STONE TILE �/�/ O WITHOUT / SOUND TRANSMISSION COEFFICIENT WC WATER CLOSET STANDARD WD WOOD STEEL WDW WINDOW STONE WF WIDE FLANGE STORAGE WG WALL GUARD STRUCTURAL WHTR WATER HEATER SUBFLOOR(ING) WL WIND LOAD SUSPENDED Wp WATERPROOF(ING) SYMMETRY, SYMMETRICAL WR WASTE RECEPTACLE SYSTEM WS WEATHER -STRIPING) WSCT WAINSCOT TREAD TONGUE &GROOVED WT WEIGHT TOILET ACCESSORIES WT WINDOW TREATMENT WWF WELDED WIRE FABRIC TANGENT Y TO BE DETERMINED y Yard SHT. NO. SHEET NAME PROJECT MANAGER: ARCHITECT: HISTORIC CONSULTANT: GRONEN RESTORATION, INC. JEFFREY MORTON ASSOCIATES HERITAGE WORKS 900JACKSON STREET, STE. LL2 206 BLUFF STREET 900 FOURTH STREET DUBUQUE IA52001 DUBUQUEIOWA DUBUQUEIOWA 52001 , , , TEL. (563) 557-7010 TEL. (563) 451-4206 TEL. (773) 319-0209 FAX. (563) 690-1610 ARCHITECTURAL CONTACTS: CONTACT: DUANE HAGERTY CONTACT: JOHN GRONEN JEFF MORTON EMAIL: dhagerty@heritageworksdbq.com EMAIL:johng@gronen.com EMAIL:jeff@jma.archi CONSTRUCTION MANAGER: STRUCTURAL ENGINEER: GRONEN RESTORATION, INC. ZIMMER DESIGN, P.C. 900JACKSON STREET, STE. LL2 1550 LAFOLLETTE STREET DUBUQUE IA, 52001 LANCASTER, WISCONSIN 53809 TEL. (563) 557-7010 TEL. (608) 778-6371 FAX. (563) 690-1610 STRUCTURAL CONTACT: CONTACT:TERRIDROESSLER RACHEL ZIMMER, PE EMAIL: terrid@gronen.com EMAIL: zimmerdesign@outlook.com Q O Q Q u.i J J 2 O D Z W W co p � LIL � r1 p T100 TITLESHEET- ABBREVIATIONS/SYMBOLS -INDEX TO DRAWINGS -CERTIFICATION DECONSTRUCTION D200 DECONSTRUCTION -LOWER LEVEL PLAN D201 DECONSTRUCTION FIRST FLOOR LEVEL PLAN D300 DECONSTRUCTION - NORTH ELEVATION Ln O m ' ^ `J z Q z � O W W O Q 2 > — W LL ��// X — W W J Q W Z U D301 DECONSTRUCTION -SOUTH ELEVATION D302 DECONSTRUCTION - EAST ELEVATION D303 DECONSTRUCTION -WEST ELEVATION ARCHITECTURAL A101 SITE PLAN A200 NEW CONSTRUCTION - LOWER LEVEL FLOOR PLAN A201 NEW CONSTRUCTION FIRST LEVEL FLOOR PLAN A202 NEW CONSTRUCTION ROOF PLAN A300 NEW CONSTRUCTION NORTH ELEVATION A301 NEW CONSTRUCTION -SOUTH ELEVATION A302 NEW CONSTRUCTION-EASTELEVATION NEW CONSTRUCTION -WEST ELEVATION A400 BUILDING SECTIONS DRAWING CERTIFICATION A401 BELFRY RECONSTRUCTION SECTIONS A402 BELFRY RECONSTRUCTION SECTIONS A403 BELFRY RECONSTRUCTION SECTIONS I HEREBY CERTIFY THAT THE PORTION OF THIS TECHNICAL SUBMISSION DESCRIBED BELOW WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND RESPONSIBLE CHARGE. I AM A DULY REGISTERED ARCHITECT UNDER THE LAWS OF THE STATE OF IOWA. JEFFREY E. MORTON DATE ISSUED: 25 JULY 2021 PAGES COVERED BY THIS SEAL T100, D200, D201, D300, D301, D302, D303, A001, A101, A200, A201, A300, A301, A302, A303, A400, A401, A402, A403, A600, A601, A702, A700, A720, A850 A404 CHIMNEYRECONTRUCTIONPLANS, SECTIONS & ELEVATIONS A405 CHIMNEY PLANS SECTIONS � A600 LOWER LEVEL REFLECTED CEILING PLAN A601 FIRST FLOOR LEVEL REFLECTED CEILING PLAN A700 INTERIOR FINISH SCHEDULE, INTERIOR FINISH MAT LS SCHED, PLUMBING FIXT. SCHED. A720 TOILET ROOM PLANS &ELEVATIONS, KITCHEN &HOSPITALITY PLANS &ELEVATIONS A850 DOOR SCHEDULE, DOOR HARDWARE SETS, DOOR TYPES STRUCTURAL S100 STRUCTURAL NOTES & SPECIFICATIONS S201 FOOTING & FOUNDATION PLAN PROJECT NO. 1904 DATE: 16 AUG. 2021 DRAWN BY: JM, CL REVISIONS SHEET NO. T100 5201 FOOTING &FOUNDATION DETAILS 5202 STEEL FRAME ELEVATIONS&DETAILS DRAFTING SYMBOLS 1 INTERIOR PARTITION TYPE loon DOOR NUMBER 1 DETAIL 1 DETAIL 3 Axxx FIEVATION Axxx REFERENCE Axx REFERENCE REFERENCE � WALL TYPE A GRID LINE 4 1" XX WINDOW TYPE DIMENSION STRING DRAWING TITLE 1 ELEVATION 1 SECTION 1 REVISION KEY NOTE Axxx REFERENCE Axxx REFERENCE DRAWING SCALE DRAWING TITLE O I( W W a O EXISTING CITY OF DUBUQUE SIDEWALK TO REMAIN CAREFULLY REMOVE CONCRETE CAP, WINDOW WELL WALLS AND EXCAVATE TO +/-12" BELOW EXISTING LOWER LEVEL WINDOWS NEW 4" THICK CONCRETE SIDEWALK WITH NO. 4 HORIZ. REBAR @ 18" O.C. EA. WAY ON 6" MIN. COMPACTED FREE -DRAINING BASE, TYPICAL ENTIRELY REMOVE EXISTING CONCRETE SIDEWALKS 12'-91" (VERIFY) /Jl9L%1%/ Ali®Jl _il LI M a WA= �'y STEPS AS REQUIRED FOR I EN 1 0 — — �L — — — — - ..rrrcr. ..................................... ........................ NEW CONCRETE STEPS. REFER TO DRAWING SHEET A201 3'-6" 8'-7z" CAREFULLY REMOVE CONCRETE CAP, WINDOW WELL WALLS AND EXCAVATE TO +/-12" BELOW EXISTING LOWER LEVEL WINDOWS PLAN NORTH NEW CONSTRUCTION SITE PLAN SITE PLAN LEGEND EXISTING BUILDING TO BE REHABILITATED AS A PART OF THIS PROJECT AREA OF EXISTING SITE TO RECEIVE NEW TOPSOIL & TURF (SEED TO MATCH EXISTING TURF) SOUTH PROPERTY LINE (+/- 128'-0") DISMANTLE EAST END OF EXISTING WOOD FENCE AS REQUIRED FOR MASONRY CLEANING & REPAIR. EXISTING COURTYARD EXISTING A.C. CONDENSING UNITS TO REMAIN EXISTING CONCRETE SIDEWALK TO REMAIN EXISTING CONCRETE STEPS UP EXISTING CITY OF DUBUQUE SIDEWALK TO REMAIN EXISTING FREE-STANDING SIGN TO REMAIN — _v_ — — — — EAST 17TH STREET EXISTING EMERSON HOUSE NORTH PROPERTY LINE (+/- 128'-0") �o W J W z a __j V LU Icow a �0 a V) LU LU JEFFREY MORTON ASSOCIATES 206 Bluff Street Dubuque IA 52001 563.585.0043 ARCHITECTURE INTERIOR DESIGN STRUCTURAL ENGINEERING GRONEN 900 JACKSON STREET SUITE LL2 DUBUQUE, IOWA 52001 563-557 7010 ZIMMER DESIGN 1550 LAFOLLETTE • PO. BOX 131 FENNIMORE,WI 53809 608.778.6371 LU Z) U J (� W Q Z) O m rvoo W Z) a- >- z z 00 z=<� Q J wQ '�' m `~" O O Q �D — zww�� J = O Z) � oc �I o PROJECT NO. 1904 DATE: 16 AUG. 2021 DRAWN BY: JM, CL REVISIONS SHEET NO. A101 SCALE: 1/8" = 1'-0" JEFFREY MORTON ASSOCIATES 206 Bluff Street Dubuque IA 52001 1 563.585.0043 A400 ARCHITECTURE INTERIOR DESIGN EXISTING LIMESTONE BASEMENT WALL STRUCTURAL ENGINEERING GRONEN, 900 JACKSON STREET SUITE LL2 DUBUQUE, IOWA 52001 563-557 7010 NEW PLATFORM LIFT MWO _ DW � RANGE 0 f LIFT 003 UNISEX TOILET El' ' I KITCHEN 001— 004 o06 �slNx=r I ZIMMER DESIGN 1550 LAFOLLETTE • PO. BOX 131 II I FENNIMORE,WI 53809 Q I I o02 I 608.778.6371 z REFRIGIFNI LU I II LU Q LOBBY I i m z 001 2 REMOVE EXISTING STAIR AND 2 O A400 CONSTRUCT NEW WOOD FRAMED A400 W LSTAIR AS REQUIRED TO MEET CURRENT Z) U J CODE REQUIREMENTS FOR EGRESS a cD a tQ z � O a co x 004 z v a: `U S EXISTING ° STAIR w W d 7SRAGE MECHANICAL Q \ ° I' . a 100 m / 0 I. ' Q 107 z — alL V z o O I� W 1 Z) z z - Q d Q LU 1 ala LU — 1--------------- ——— a 1 m o Q � Q I� I 1--------- 2 z — d. .° ° A401 I J LLJ m I W 1 1 — — — — — — — — — — — — — EXISTING LIMESTONE BASEMENT WALL 91_54�� 005 I �p 0 NEW _ ~� O -- — J ---- NURSERY I Ln 00 MEETING ROOM I EXISTING NN --- -- --� — --- 110 Up I STAIR 00 I F- z4 r7a LU + ... I 108 B o ILa 0 Z i 4'-34" REMOVE EXISTING ANGLED J z CONCRETE STEPS AND INSTALL 3" I NEW WOOD -FRAMED STEPS O z�1_114 I o I { — r U NEW STEEL COLUMN O + " I 8111 = & CONCRETE FOOTING U I z FOR STEEPLE SUPPORT O 1 1Ln l^ J A401 A401 •, I I {' , irl LL a <I I I I d ° ILn 1 1 `I III L---�— J O 1 :I---- — — — — — — U ad e I L .d° I ° .d I I I ad J L — a2oo — — — �EW CON RETE BAS�MENT WALL EXISTING LIMESTONE BASEMENT WALL W z I i I -- — 4�a ° 1 O a� A400 J ° I I ------ -- ° I L — — — — — — — — — — — — 82„ 74" 1' 0" 4'_o-" 3" 2' 34" 1' 14" I I I — 2 1- PROJECT NO. 1904 " 5 0z' 3'_64" 1 2 1 I L — — — — — — — — — — — — — — — 9'-11" DATE: 16AUG. 2021 I: I I$ L---------------- 2 DRAWN BY: JM, CL ° ° e ° .d. a . A401 .d ` L a ° — — — — — — — — — — — — — — — ad —°— — — — J REVISIONS vo 1 2 PLAN NORTH NEW CONSTRUCTION 1 BASEMENT LEVEL BELOW NORTHEAST ENTRANCE & BELFRY LOWER LEVEL FLOOR PLAN SHEET NO. �OO SCALE: 1/4" = V-0" SCALE: 1/4" = V-0" A200 PLAN NORTH JEFFREY MORTON ASSOCIATES 206 Bluff Street Dubuque IA 52001 563.585.0043 ARCHITECTURE INTERIOR DESIGN STRUCTURAL ENGINEERING GRONEN 900 JACKSON STREET SUITE LL2 DUBUQUE, IOWA 52001 563-557 7010 ZIMMER DESIGN 1550 LAFOLLETTE • PO. BOX 131 FENNIMORE,WI 53809 608.778.6371 LU Z) U J (� LU Q Z) 0 m nroo LU a. >_ z z 00 Z) z=<� Q J wQ LU Q NO 0 Q Q LL! zww0� J = 00 Z) LL oc rI o z Q J �z Ioc 0 0 F- o U J Z) LL J LU V) >z J0 U z Q LU 75 z PROJECT NO. 1904 DATE: 16 AUG. 2021 DRAWN BY: JM, CL REVISIONS FIRST FLOOR LEVEL at NORTHEAST ENTRANCE & BELFRY SCALE: 1/4" = V-0" NEW CONSTRUCTION MAIN LEVEL FLOOR PLAN SCALE: 1/4" = V-0" SHEET NO. A201 JEFFREY MORTON ASSOCIATES 206 Bluff Street Dubuque IA 52001 2 563.585.0043 A401 ARCHITECTURE INTERIOR DESIGN STRUCTURAL ENGINEERING GRONEN, -ca 900 JACKSON STREET SUITE LL2 DUBUQUE, IOWA 52001 NEW CUSTOM -FABRICATED, COPPER FINIAL AND 563-557 7010 WEATHER VANE TO REPLICATE HISTORIC NEW SAW -CUT, NO. 1, TREATED CEDAR SHINGLES, TYPICAL ON RECONSTRUCTED BELFRY ROOF ZIMMER DESIGN 1550 LAFOLLETTE • PO. BOX 131 FENNIMORE,WI 53809 608.778.6371 1 A400 W STRIP PAINT, REPAIR, PRIME AND REPAINT HISTORIC, Z) U DECORATIVE FASCIA, FRIEZE AND VERGE BOARD, TYPICAL J cf w Q Z) O co0 W >_ z STRIP PAINT, REPAIR, RE -GLAZE, PRIME AND REPAINT �~ HISTORIC ROSE WINDOW Z O O NEW SAW -CUT, NO. 1, TREATED CEDAR SHINGLES, TYPICAL z=SF- Q J LU RECONSTRUCT/REPLICATE REMOVED I / � HISTORIC BELFRY PER HISTORIC PHOTO NO. m Q O 2/A302 AND DRAWING SHEET A350 Q O Q ~ J = o c7 zJ wwcy)co Z) oC o L NEW SAW -CUT, NO. 1, TREATED CEDAR SHINGLES, TYPICAL NEW NO. 1, TREATED, CEDAR SHINGLE n n n n ROOFING ON RESTORED BRACKETED �O� �O� / �Q� / �Q� STRIP PAINT, REPAIR, RE -GLAZE, PRIME AND HOODS, TYPICAL 1 REPAINT HISTORIC DOUBLE HUNG WINDOW, I I I BRICKMOULD AND CROWN, TYPICAL REMOVE EXISTING SHINGLED INFILL PANEL. STRIP, REPAIR, REGLAZE, I I I I I Z PRIME & PAINT UNDERLYING HISTORIC JAMBS & TRANSOM PANELS AND I I I I O INSTALL NEW CUSTOM FABRICATED STILE & RAIL WOOD DOOR I I I I I / O I I I 1 �� NEW CONCRETE STEPS AND IRON HISTORIC BRICK MASONRY WALL TO BE CAREFULLY \ RAILINGS. STEPS REPLICATED THE CLEANED AND SPOT-REPOINTED, TYPICAL / CONFIGURATION OF REMOVED CAREFULLY STRIP PAINT, CLEAN & RE -POINT HISTORIC, w J HISTORIC STEPS Z SAWCUT/HAND-TOOLED WATER TABLE w O= 1 1111 11FIFIE] [111111 ❑❑ �' F_ oc -- --- -- — __ w O STRIP PAINT, REPAIR, RE -GLAZE, PRIME AND — — — _ — — — — — — — — — — c — — — — — — — — — — — — — — STRIP PAINT, REPAIR, RE -GLAZE, PRIME AND REPAINT HISTORIC CASEMENT WINDOW, — — — _ _ _ _ _ _ _ _ _ REPAI TSTO-RTC CASEMENT W1NDAVV, BRICKMOULD AND JAMB, TYPICAL BRICK U7 D ANDJAMS, TYPICAL T — — I HISTORIC DUBUQUE LIMESTONE BASEMENT PROJECT NO. 1904 WALL TO BE CAREFULLY CLEANED AND I SPOT-REPOINTED, TYPICAL I I I � I I DATE: 16 AUG. 2021 F T DRAWN BY: JM,CL L — — ——----�--— — — — — — J REVISIONS 2 1 A401 A400 EXISTING LIMESTONE BASEMENT WALL TO REMAIN. CLEAN, REPAIR & REPOINT (AS NECESSARY). NEW CONSTRUCTION NORTH ELEVATION PORTION OF NORTH D FOUNDATION DR TION TO WALL, BASEMENT WALL AND FOUNDATION TO BE SHEET NO. RECONSTRUCTED TO SUPPORT REPLICATED SCALE: 1/4" = 1'-0" BELFRY CONSTRUCTION A300 E — — — —� NEW CONSTRUCTION SOUTH ELEVATION I � I I � I I � I I � I I � I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - JEFFREY MORTON ASSOCIATES 206 Bluff Street Dubuque IA 52001 563.585.0043 ARCHITECTURE INTERIOR DESIGN STRUCTURAL ENGINEERING GRONEN 900 JACKSON STREET SUITE LL2 DUBUQUE, IOWA 52001 563-557 7010 ZIMMER DESIGN 1550 LAFOLLETTE • PO. BOX 131 FENNIMORE,WI 53809 608.778.6371 LU Z) U J W Q Z) m O nroo W a. >- z z oO Z) z=<� Q cry — w LU J NO m- VQ O EW SAW -CUT, NO. 1, TREATED Q a<j LL CEDAR SHINGLES, TYPICAL J = O 0 z Uj co Z) oC r1 0 qEW NO. 1 CEDAR SHINGLES W/ SEGMENTED -ROUND BOTTOM CUT, TYPICAL HISTORIC BRICK MASONRY WALL TO BE CAREFULLY CLEANED AND SPOT-REPOINTED, TYPICAL HISTORIC DUBUQUE LIMESTONE BASEMENT WALL TO BE CAREFULLY CLEANED AND SPOT-REPOINTED, TYPICAL z O Ln �z z U 0 �C Q �i �w Z J O "' U = w p Z cn PROJECT NO. 1904 DATE: 16 AUG. 2021 DRAWN BY: JM, CL REVISIONS SHEET NO. SCALE: 1/4" = V-0" A301 STRIP PAINT FROM SAWA BUTTRESS CAP. CLEAN, R AND RE -POINT AS REQUIF L /\IJI IIVVLI -I ILIV111 LIV 11\r11V\..L TO WEST ACCESS STEPS TO BASEMENT LEVEL. CLEAN, REPOINT & REPAIR EXISTING MASONRY. STRIP, REPAIR & REPAINT EXISTING WOOD DOOR NEW CONSTRUCTION WEST ELEVATION SCALE: 1/4" = V-0" JEFFREY MORTON ASSOCIATES 206 Bluff Street Dubuque IA 52001 563.585.0043 ARCHITECTURE INTERIOR DESIGN STRUCTURAL ENGINEERING GRONENI 900 JACKSON STREET SUITE LL2 DUBUQUE, IOWA 52001 563-557 7010 ZIMMER DESIGN 1550 LAFOLLETTE • PO. BOX 131 FENNIMORE,WI 53809 608.778.6371 LU Z) U J W Q Z) O m W >- z z oO Z) z=<� Q wQ J Q NO ~ O Q Q LLi OD z J = Z) ww�� LL o z 0 �z U o re H Q N > Z w O J U W �i ~ N LU W z �: PROJECT NO. 1904 DATE: 16 AUG. 2021 DRAWN BY: JM, CL REVISIONS SHEET NO. A303 2 APEX 1 APEX A404 XA404X2 JEFFREYBELFRY BELFRY M O RTO N A403 CHAMBER A403 CHAMBER ASSOCIATES 206 Bluff Street Dubuque IA 52001 563.585.0043 ARCHITECTURE INTERIOR DESIGN STRUCTURAL ENGINEERING GRONEN I I � I 900 JACKSON STREET SUITE LL2 DUBUQUE, IOWA 52001 563-557 7010 I I I I I L 1 ZIMMER DESIGN 1 1550 LAFOLLETTE • PO. BOX 131 I 1 FENNIMORE,WI 53809 I 1 608.778.6371 � 1 � 1 � 1 � 1 l� 11 Uj 1 1 J LU 1 m 1 w 1 > 1 — � z 1 z o 0 i 1 Z) 1 z 1 Q � w 1 - J Q w 1 m No � J / 1 W LU �� / 1 Z) LL r10 Ll / 1 / 1 z O Qz > O L1J � w U D I i li II Q � II - - LU z Vi 10 1 �------ I I w O L �______ U L------- Q LU z i LU PROJECT NO. 1904 I I I I I I I I I DATE: 16 AUG. 2021 I I I I I I I I I I I I I I I I I I I DRAWN BY: JM, CL I I I L REVISIONS I I - - - - - - - - - - - - - - - - - - - - - - - - -L A401 1 EAST ENTRANCE ELEVATION riBELFRY EAST ELEVATION riNORTH ELEVATION at EAST ENTRANCE r4BELFRY NORTH ELEVATION SHEET NO. �5O SCALE: 1/2" = 1'-0" �50 SCALE: 1/2" = 1'-0" " '-A350 �5O SCALE: 1/2 = 1 0 A�50SCALE: 1/2" = 1'-0" JEFFREY MORTON ASSOCIATES 206 Bluff Street Dubuque IA 52001 563.585.0043 ARCHITECTURE 2 1 INTERIOR DESIGN A401 STRUCTURAL ENGINEERING A402 GRONEN, 900 JACKSON STREET SUITE LL2 NEW CUSTOM -FABRICATED, COPPER DUBUQUE, IOWA 52001 FINIAL AND WEATHER VANE TO REPLICATE HISTORIC z ro) NEW SAW -CUT, NO. I, TREATED ZIMMER DESIGN CEDAR SHINGLES, TYPICAL ON RECONSTRUCTED BELFRY ROOF 1550 FENNIMORE,LAFOLLETTE • PO. BOX 131 FENNIMORE,WI 53809 608.778.6371 I 2 A400 NEW CONCEALED STEEL COLUMN AND REINFORCED CONCRETE FOOTING TO LU SUPPORT NEW BELFRY STRUCTURE I _ Z) U J 0 LU < Z) O LU z:) >0z I� z o O III �Q NEW PLASTER SKIM -COAT (SMOOTH FINISH ON EXISTING HISTORIC Q (�'� J w Q PLASTER CEILING, TYPICAL N�o II II NEW PLASTER SKIM -COAT (SMOOTH II — — — — FINISH ON EXISTING HISTORIC \ I Z LU Uj rn co PLASTER CEILING, TYPICAL \�\\ \ RE -FRAME EXISTING OPENING & INSTALL NEW WOOD JAMB &CASING — / TO MATCH HISTORIC CASING, TYPICAL NEW FRAMED GYPSUM BOARD NEW CONCEALED STEEL COLUMN ENCLOSURE TO CONCEAL AND REINFORCED CONCRETE \ NEW PLASTER SKIM -COAT (SMOOTH RECONSTRUCTED BELFRY STRUCTURE FOOTING TO SUPPORT NEW BELFRY FINISH ON EXISTING HISTORIC STRUCTURE PLASTER WALL SURFACE, TYPICAL NEW PLASTER SKIM -COAT (SMOOTH j O \ / \ i LU 1 FINISH ON EXISTING HISTORIC n��1 T — -PLASTER WALL SURFACE, TYPICAL I — — F_ — — — — — I III III II III I I I I I I � NEW WOOD TRIM TO CONCEAL CAREFULLY REMOVE EXISTING 1 III PLYWOOD WAINSCOT, CHAIR RAIL -- 11 III NEW STEEL COLUMN & OPENING STRUCTURE � &BASE SHOE &CLEAN, 10'-3z" O 1 1 REPAIR/REPLICATE UNDERLYING 1 1 1 1 1 HISTORIC WAINSCOT, CHAIR RAIL & 1 BASE, TYPICAL u „ U II II w II - II �I 11 II z CAREFULLY REMOVE EXISTING _j — J J PLYWOOD WAINSCOT, CHAIR RAIL MM & BASE SHOE & CLEAN, W NEW WOOD -FRAMED STAGE FLOOR ON REPAIR/REPLICATE UNDERLYING EXISTING HISTORIC FLOOR STRUCTURE HISTORIC WAINSCOT, CHAIR RAIL & j3 BASE, TYPICAL NEW STEEL COLUMN AND HISTORIC WOOD -FRAMED FLOOR NEW STEEL COLUMN AND PROJECT NO. 1904 REINFORCED CONCRETE FOOTING TO STRUCTURE REINFORCED CONCRETE FOOTING TO SUPPORT NEW BELFRY STRUCTURE =i3 SUPPORT NEW BELFRY STRUCTURE DATE: 16 AUG. 2021 �= DRAWN BY: JM, CL REVISIONS 2 2 1 A401 A401 A400 SHEET NO. 1 BUILDING SECTION 2 BUILDING SECTION �OO SCALE: 1/4" = V-0" A400 �00 SCALE: 1/4" = 1'-0" \ IIII �I I� II \ JEFFREY MORTON ASSOCIATES 206 Bluff Street Dubuque IA 52001 563.585.0043 ARCHITECTURE INTERIOR DESIGN STRUCTURAL ENGINEERING 2 1 A401 A401 GRONEN 900 JACKSON STREET SUITE LL2 DUBUQUE, IOWA 52001 563-557 7010 I I I I I I 1 I 2 A404 I A404 l i I NEW DECORATIVE IRON HANDRAIL ZIMMER DESIGN Ld STEEL CHANNEL 1550 LAFOLLETTE • P.O. BOX 131 FENNIMORE,WI53809 608.778.6371 r I� 2" SQUARE BALLUSTERS, TYPICAL L I I 1 5/8" SQUARE IRON BAR POST, TYPICAL N i r�I W J � W 2 Qom, A403 I A403 O 100'-01, a ° FIRST FLOOR LEVEL F.F.E. W D ____ _ > z — — — mw ° ° ° d IRON HANDRAIL TERMINATION, - -° a ° .a : TYPICAL AT BOTTOM OF EACH z O O THICK RIGID INSULATION ° ° D a ma, • a NEW TREATED 2 X WOOD _71x • CONTINUOUS NO. 4 NOSE z d PLATE a ad BAR, TYPICAL LU ° I 4" Q (%� JLU L=uQ d ° EXISTING WOOD FLOOR `^ ^ ° • (j O ° — a i FRAMING � a CONTINUOUS NO. 5 REBAR, @ � 12" O.C. EACH WAY, TYPICAL < O Q w NEW REINFORCED CONCRETE J = O_ Cf ° WALL. REFER TO 10 " a NEW 4" THICK CONCRETE z THICK STEEL BASE PLATE( a ° Z W m ° a a STRUCTURAL DRAWINGS WIDE X 6" LONG) W/ EXPANSION SIDEWALK W/NO. 4 REBAR @ W —I — — _ I ° q ° ANCHORS INTO CONCRETE a ° 18" O.C. EA. WAY ON 6" MIN. D W DC � p — LANDING OR TREAD. TYPICAL d COMPACTED, FREE -DRAINING ° • BACKFILL, TYPICAL cy I00 ° 4'-3" 4'-7" a 1'-0" °° LANDING (5) TREADS @ 11" EACH z d CONTINUOUS E ANSION O ^ / A4oz d a MATERIAL — I- — — — — — — a U W .° d oC z c~ I I I i I i I ° W d U z U o O W z ° — — — — — — — °------ - - - - - - - - - - - - - - - - - - - - - - - - - U Ln Q oc ° ° I � d Ioc LU a a ° 9 zz I I ,d 4Q----_--__--- °oW - ° °° ° I W D W A4o1 ° NEW CONCRETE FLOOR SLAB 8" 8" 8" m m Z AS REQUIRED TO REPLACE a° ° °a EXISTING AT NEW FOOTING 2'-0" PROJECT NO. 1904 d NEW REINFORCED CONCRETE ° FOOTING. REFER TO STRUCTURAL DRAWINGS DATE: 16 AUG. 2021 — — I a - - - _ 90'-4" (VERIFY) DRAWN BY: JM, CL d a ° LOWER LEVEL F.F.E. • d — — — — ° � CORRUGATED DRAIN TILE. ° RUN TO NEW SUMP REVISIONS d d 2 1 I ° 4 a ° A401 I A401 • ° ° ° • ° a d • d 1 BUILDING SECTION 2 BUILDING SECTION 3 NORTHEAST ENTRANCE STEPS SHEET NO. �01 SCALE: 1/4" = V-0" �01 SCALE: 1/4" = V-0" �01 SCALE: 1" = V-0" A401 JEFFREY MORTON ASSOCIATES 206 Bluff Street Dubuque IA 52001 563.585.0043 ARCHITECTURE INTERIOR DESIGN OSTRUCTURAL ENGINEERING NEW ROOF DRAIN PIPING TO — — _ NEW 8" CDX SHEATHING ON 2 X WOOD WALL FRAMING (REFER TO STRUCTURAL EXTERIOR DRAIN BOX &DOWNSPOUT NEW ROOF DRAIN PIPING TO DRAWINGS IN SOUTH EXTERIOR BELFRY WALL EXTERIOR DRAIN BOX & DOWNSPOUT R NEN IN SOUTH EXTERIOR BELFRY WALL NEW DECORATIVE N0. 1 CEDAR SHINGLES G ON CEDAR BREATHER UNDERLAYMENT ON NEW WOOD FRAMED EXTERIOR WALL, 900 JACKSON STREET TYPICAL SUITE LL2 DUBUQUE, IOWA 52001 HHS 8 X 8 X 2 COLUMN (REFER TO STRUCTURAL DRAWINGS) NEW 20 OZ. COPPER FLASHING UP BEHIND UNDERALAYMENT AND OVER NEW 1 X 563-557 7010 SAPILE OR UTILE SILL (REPLICATE HISTORIC CONDTION) NEW TREATED NO. 1 CEDAR SHINGLES ON CEDAR BREATHER UNDERLAYMENT ON NEW WOOD FRAMED EXTERIOR WALL, TYPICAL NEW VESTIBULE CEILING: TYPICAL TYPICAL NEW VESTIBULE CEILING: TWO COAT VENEER PLASTER TWO COAT VENEER PLASTER (KALCOTE) ON 8" GYPSUM CEILING2!D (I<ALCOTE) ON $" GYPSUM CEILING PANEL (KALBOARD) ON 2 X 6 WOOD PANEL (KALBOARD) ON 2 X 6 WOOD ZI MM ER DESIGN �� CEILING JOISTS @ 24 O.C. CEILING JOISTS @ 24 O.C. 1550 LAFOLLETTE • PO. BOX 131 FENNIMORE,WI 53809 608.778.6371 REASSEMBLE/REINSTALL HISTORIC, BRACKETED ENTRANCE PORCH ROOF STRUCTURE. PRIOR TO REINSTALLATION, w STRIP, REPAIR/REPLICATE (AS REQUIRED), PRIME & REPAINT HISTORIC WOOD U aN LL >. COMPONENTS (TYPICAL FOR PORCH ROOF J w 4 CC STRUCTURES AT NORTHEAST & 1 > `� > NORTHWEST ENTRANCES) co O 0 OL 110'-0" (VERIFY) _ _ _ _ _ _ _ _ _ _ _ _ _ 110'-0" (VERIFY) LU > Q TOP OF MASONRY TOP OF MASONRY z o _O 92" (VERIFY) D \ \ NEW DECORATIVE HARDWOOD z Q � � � CASING (PAINTED) \ REINSTALL HISTORIC STONE BUTTRESS CAP. J w Q PRIOR TO REINSTALLATION, STRIP PAINT AND REPAIR (AS REQUIRED) STONE CAP, m V) O I I I TYPICAL Q O Q w ~ Jao5 \ \ _-� X \ X z ,_,_, wco xxx xxx STRIP, REPAIR, PRIME, REPAINT & RE -GLAZE D p HISTORIC ENTRANCE DOORS, TRANSOM & JAMB. NEW DECORATIVE HARDWOOD REINSTALL IN NEW WALL CONSTRUCTION CASING (PAINTED) J D NEW DECORATIVE HARDWOOD m CASING (PAINTED) TO REPLICATE REMOVED HISTORIC CASING AT THIS DOOR OPENING Q 1 STRIP, REPAIR, PRIME, REPAINT & RE -GLAZE HISTORIC ENTRANCE z DOORS, TRANSOM & JAMB. O REINSTALL IN NEW WALL CONSTRUCTION RECLAIMED HISTORIC BRICK (TO NEW CONCRETE, LANDING & STEPS WITH MATCH EXISTING) ON NEW IRON HANDRAILS. REFER TO DETAIL 3/A401 U REINFORCED CONCRETE BLOCK w WALL. REFER TO STRUCTURAL DRAWINGS. Uj CLEAN, (STRIP AS REQUIRED) CLEAN, (STRIP AS REQUIRED) 12 II 12 I. II JEFFREY I I I MORTON I I I ASSOCIATES 48 VERIFY I I 92 VERIFY I I 206 Bluff Street I I I I Dubuque IA 52001 I I I I 563.585.0043 I I I I ARCHITECTURE I I I I INTERIOR DESIGN I I I I NEW 2 X 8 WOOD CEILING NEW 2 X 8 WOOD CEILING STRUCTURAL ENGINEERING JOISTS @ 16" O.C., TYPICAL I I JOISTS @ 16" O.C., TYPICAL I I I I NEW 5/4 CLEAR UTILE OR SAPILE TRIM BAND AT ALL CEILING GRONEN I I INSIDE &OUTSIDE CORNERS I I I 900 JACKSON STREET NEW 5/4 CLEAR UTILE OR SAPILE I SUITE LL2 / \ TRIM BAND AT ALL CEILING I DUBUQUE, IOWA 52001 INSIDE & OUTSIDE CORNERS I / \ I 563-557 7010 NEW $" THICK CLEAR UTILE OR I / \ NEW $" THICK CLEAR UTILE OR I I SAPILE T& G BEVELED CEILING, I I SAPILE T& G BEVELED CEILING, I I TYPICAL IN BELFRY CHAMBER I / \ I TYPICAL IN BELFRY CHAMBER - NEW 8" CDX PLYWOOD DECKING NEW 8" CDX PLYWOOD DECKING I I III 3 PLY a CLEAR UTILE OR SAPILE ON 2 X 8 WOOD JOISTS @ 16" I I ON 2 X 8 WOOD JOISTS @ 16" I II DECORATIVE TRACERY. / \ O.C., TYPICAL I (THE ARCHITECT WILL PROVIDE O.C., TYPICAL I I FULL-SIZED TEMPLATE FOR FABRICATION I I I I I ZIMMER DESIGN 12 / \ / \ 1550 LAFOLLETTE • PO. BOX 131 / \ FENNIMORE,WI 53809 / \ 12 12 / \ \ 608.778.6371 / / \ � / 12 / I \ 20 OZ. COPPER SILL FLASHING / 3 PLY' CLEAR UTILE OR SAPILE \ / I \ \ THROUGH TRACERY OPENING / DECORATIVE TRACERY. (THE ARCHITECT WILL PROVIDE / \ i I / FULL-SIZED TEMPLATE FOR FABRICATION) \ NEW 8" THICK CLEAR UTILE OR / I \ NEW 8" THICK CLEAR UTILE OR / \ SAPILE T & G BEVELED SOFFIT, SAPILE T & G BEVELED SOFFIT, W TYPICAL / II TYPICAL Z) V r l LU 128'-1 "'(VERIFY) _ 128'-1 Z" (VERIFY) OPOFNEW BEAM o o — — — — — —------------------- TOP OF NEW BEAM J � --I20 OZ. COPPER SILL FLASHING THROUGH TRACERY OPENING NEW CROWN MOLD ON 4/4 O NEW CROWN MOLD ON 4/4 W8 X 24 STEEL BEAM. SEE STRUCTURAL DRAWINGS_ < o W8 X 24 STEEL BEAM. SEE STRUCTURAL DRAWINGS o CLEAR UTILE OR SAPILE FASCIA — — — — — — CLEAR UTILE OR SAPILE FASCIAco LU -�Z Z oo NEW 5/4 CLEAR UTILE OR SAPILE NEW 5/4 CLEAR UTILE OR SAPILE — FRIEZE FRIEZE Z -Q w Q� JLQ °C m Q ° PAIRED 3-PLY 4 CLEAR UTILE OR PAIRED 3-PLY CLEAR O Q CLEAR UTILE OR `�LU 6 1 4 CLEAR UTILE OR SAPILE JAMB CONTINUOUS SAPILE DECORATIVE DECORATIVE 6 SAPILE DECORATIVE DECORATIVE J AROUND EACH BELFRY OPENING, TYPICAL BRACKETS a CLEAR UTILE OR SAPILE JAMB CONTIN 0 BRACKETS J 2 WITH DROP FINIAL. (ARCHITECT AROUND EACH BELFRY OPENING, TYPICA WITH DROP FINIAL. (ARCHITECT W W rn m I I I WILL PROVIDE FULL SIZE WILL PROVIDE FULL SIZE zz I I D BRACKET FOR FABRICATION BRACKET FOR FABRICATION I I I I I I I I I I 3 PLY 4 CLEAR UTILE OR SAPILE DECORATIVE TRACERY (2 EACH BELFRY OPENING, TYPICAL)�-3 PLY 4 CLEAR UTILE OR SAPILE THE ARCHITECT WILL PROVIDE FULL-SIZED DECORATIVE TRACERY (2 EACH BELFRY TEMPLATE FOR FABRICATION) OPENING, TYPICAL) THE ARCHITECT WILL PROVIDE FULL-SIZED TEMPLATE FOR FABRICATION) DECORATIVE CLEAR UTILE OR SAPILE CORBEL 20 OZ. FLAT -SEAMED BAND CONTINUOUS AROUND EACH LEG OF I COPPER ROOFING & DECORATIVE CLEAR UTILE OR SAPILE CORBEL BELFRY, TYPICAL. (THE ARCHITECT WILL PROVIDE WALL CLADDING ON BAND CONTINUOUS AROUND EACH LEG OF FULL SCALE TEMPLATE FOR FABRICATION) WOOD FRAMED CRICKET. BELFRY, TYPICAL. (THE ARCHITECT WILL PROVIDE 3„ I �„ 3„I FULL SCALE TEMPLATE FOR FABRICATION) 1„ 1i I I I I I Z I1'-2° I I Z I I I I I I I tii Z II II I I ---------- I I I I I O_ I I I I I I I I I I I I I I I -- - I I I I I I ~ 4" THICK CDX PLYWOOD DECKING ON 4" THICK CDX PLYWOOD DECKING ON U 2 X 6 WOOD ROOF JOISTS @ 16" O.C. NEW ROOF DRAIN 2 X 6 WOOD ROOF JOISTS @ 16" O.C. W EPDM MEMBRANE NEW ROOF DRAIN EPDM MEMBRANE CENTERED IN BELFRY N ROOFING ON TAPERED CENTERED IN BELFRY ROOFING ON TAPERED ROOF/FLOOR RIGID INSULATION, TYP. ROOF/FLOOR RIGID INSULATION, TYP. 20 OZ. COPPER ROOF 20 OZ. COPPER ROOF EDGE. STRIP INTOLL MEMBRANE ROOFING J EDGE. STRIP INTO — — MEMBRANE ROOFING W �118'-10 2" (VERIFY) 118'-10 Z" (VERIFY) T TOP OF NEW BEAM TOP OF NEW BEAM 4 CLEAR, STEPPED UTILE ° ° 4 CLEAR, STEPPED UTILE 4 CLEAR, STEPPED UTILE OR SAPILESILL, TYPICAL ° o OR SAPILESILL, TYPICAL OR SAPILESILL, TYPICAL PROJECT NO. 1904 @ EACH BELFRY @ EACH BELFRY 1777 @EACH BELFRY OPENING OPENING OPENING DATE: 16 AUG. 2021 CONTINUOUS 2 X WOOD CONTINUOUS 2 X WOOD CONTINUOUS 2 X WOOD BLOCKING, TYPICAL BLOCKING, TYPICAL BLOCKING, TYPICAL DRAWN BY: JM, C� W8 X 24 STEEL BEAM, W8 X 24 STEEL BEAM, W8 X 24 STEEL BEAM, REVISIONS TYPICAL (REFER TO _ _ _ TYPICAL (REFER TO TYPICAL (REFER TO STRUCTURAL DRAWINGS) STRUCTURAL DRAWINGS) O STRUCTURAL DRAWINGS) 1 BUILDING SECTION z BELFRY SECTION SHEET NO. �O3 SCALE: V = V-0" �O3 SCALE: 1" = V-0" A403 NEW CUSTOM FABRICATED COPPER OR BRASS WEATHER VANE ASSEMBLY TO REPLICATE REMOVED HISTORIC WEATHER VANE. ARCHITECT WILL PROVIDE FULL — SCALE PATTERN FOR FABRICATOR JEFFREY MORTON ASSOCIATES m� 206 Bluff Street Dubuque IA 52001 563.585.0043 ARCHITECTURE INTERIOR DESIGN STRUCTURAL ENGINEERING GRONEN 900 JACKSON STREET r, SUITE LL2 DUBUQUE, IOWA 52001 N INiN c» 563-557 7010 ZIMMER DESIGN 1550 LAFOLLETTE • PO. BOX 131 FENNIMORE,WI 53809 608.778.6371 LU Z) U J 0 LU Z) O —SIN � eilN N N LU in m > 0 _4z Z oO Z) z=<� 1 1 311 3 NEW CUSTOM FABRICATED SHEET 4" 74 74 4" NEW CUSTOM FABRICATED SHEET 4" 64 64 4� � J w Q COPPER APEX FINIAL TO REPLICATE VERIFY VERIFY COPPER APEX FINIAL TO REPLICATE VERIFY VERIFY REMOVED HISTORIC FINIAL. REMOVED HISTORIC FINIAL. m cn O ARCHITECT WILL PROVIDE FULL ARCHITECT WILL PROVIDE FULL Q O Q < SCALE PATTERN FOR FABRICATOR Mlv SCALE PATTERN FOR FABRICATOR M�v J --------------------L J = o -- ------ - ---- -- --- ----- Z) LL r1 0 NEW 8" CDX ON2X8W( O.C., TYPICP V G AT DF IAL & ORDINATE TOR. NEW $" CDX PLYWOOD DECKING ON 2 X 8 WOOD JOISTS @ 16" O.C., TYPICAL 12 92 1 VERIFY I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I m SOLID WOOD BLOCKING AT FRAMED APEX FOR ATTACHMENT OF ROOF RAFTERS, COPPER FINIAL & WEATHER VANE. COORDINATE WITH FINIAL FABRICATOR. x LU a— Q W 4-, z raa vj> z or- 0 W U ~ LUQ �, LU LU J � � LU Q LU z t./i LL PROJECT NO. 1904 DATE: 16 AUG. 2021 DRAWN BY: JM, CL REVISIONS BELFRY ROOF SECTION AT APEX FIN IAL SCALE: 1 1/2" = V-0" BELFRY ROOF SECTION AT APEX FINIAL. SCALE: 1 1/2" = V-0" SHEET NO. A404 LIGHT FIXTURE SCHEDULE * OR PRIOR APPROVED EQUAL MANUFACTURER/PRODUCT/CATALOG NUMBER MARK DESCRIPTION MANUFACTURER* CATALOG NUMBER* LAMPING REMARKS A EXISTING DECORATIVE PENDANT LED ELEC. CONTR. TO CLEAN, REPAIR, LIGHT FIXTURE 3000K REWIRE AND RETROFIT EXISTING FIXTURE WITH LED LAMPING B 4" DIAMETER, LED, RECESSED PER LIGHTING PER LIGHTING LED ELEC. CONTR. TO VERIFY DOWNLIGHT SUPPLIER SUPPLIER 3500K WIRING/DRIVER CONFIGURATION RECOMMENDATION RECOMMENDATION & VOLTAGE REQUIREMENTS C 4" DIAMETER, LED, RECESSED PER LIGHTING PER LIGHTING LED ELEC. CONTR. TO VERIFY CAN (FIT SLOPED CEILING) SUPPLIER SUPPLIER 3500K WIRING/DRIVER CONFIGURATION RECOMMENDATION RECOMMENDATION & VOLTAGE REQUIREMENTS D 2 X 4 RECESSED TROFFER COOPER LIGHTING 24AC-LD5-39-UNV- LED ELEC. CONTR. TO VERIFY METALUX "ACCORD L835-CD1-U 3500K WIRING/DRIVER CONFIGURATION LED SERIES" & VOLTAGE REQUIREMENTS E 2 X 2 RECESSED TROFFER COOPER LIGHTING 22AC-LD5-38-UNV- LED ELEC. CONTR. TO VERIFY L835-CD1-U 3500K WIRING/DRIVER CONFIGURATION & VOLTAGE REQUIREMENTS F PENDANT MOUNTED CYLINDER 3G LIGHTING 3G-PCL45R-300S80-35K- LED VERIFY FINISH (WHITE) WITH DOWNLIGHT 60D-UNV-DIM-SV-BCN- 3500K ARCHITECT BC-C60 G PENDANT MOUNTED, TO BE DETERMINED TO BE DETERMINED LED VERIFY HANGING HEIGHT WITH DECORATIVE LED FIXTURE 3000K ARCHITECT H PENDANT MOUNTED, TO BE DETERMINED TO BE DETERMINED LED VERIFY HANGING HEIGHT WITH DECORATIVE, EXTERIOR LED 3000K ARCHITECT FIXTURE I DECORATIVE WALL MOUNTED TO BE DETERMINED TO BE DETERMINED LED VERIFY MOUNTING HEIGHT WITH SCONCE 3000K ARCHITECT J DECORATIVE WALL MOUNTED TO BE DETERMINED TO BE DETERMINED LED VERIFY MOUNTING HEIGHT WITH SCONCE 3500K ARCHITECT K DECORATIVE WALL MOUNTED TO BE DETERMINED TO BE DETERMINED LED VERIFY MOUNTING HEIGHT WITH EXTERIOR SCONCE 3000K ARCHITECT L ROD- SUSPENDED TRACK LIGHTING PER LIGHTING PER LIGHTING SUPPLIER LED 3500K SECURE LIGHT'G TRACK TO CONT. FIXTURE. 12' LONG TRACK W/ (6) SUPPLIER RECOMMENDATION (50W PAR UNI-STRUT HUNG FROM CONC. LAMPHOLDERS EACH RECOMMENDATION 30 EQUIV.) STRUCTURE W/ALL-THREAD ROD. PAINT-UNI STRUT TO MATCH COLOR AND SHEEN OF FIXTURE TRACK. M LED DIODE STRIP LIGHTING GM LIGHTING PER LIGHTING SUPPLIER LED PROVIDE REQ'D. TRANSFORMER(S). (UNDERCABINET) RECOMMENDATION 3500K MOUNT CONT. AT UNDERSIDE OF WALL CABINET, TYPICAL N 4' LONG LED SURFACE MOUNTED PER LIGHTING SUPPLIER LED PROVIDE REQ'D. TRANSFORMER(S). STRIP LIGHTING RECOMMENDATION 3500K MOUNT CONT. AT UNDERSIDE OF WALL CABINET, TYPICAL 0 WALL OR PENDANT MOUNTED PER LIGHTING SUPPLIER VERIFY MOUNTING LOCATION TO INTERNALLY ILLUMINATED RECOMMENDATION CONFORM WITH BUILDING CODE EMERGENY/EXIT SIGN WITH REQUIREMENTS BATTERY BACK-UP P CEILING FAN TO BE DETERMINED TO BE DETERMINED Q EXHAUST FAN TO BE DETERMINED PER MECHANICAL DUCT EXHAUST TO THE BUILDING CONTRACTOR EXTERIOR AS INDICATED. VERIFY RECOMMENDATIONS DUCT ROUTING & JACK LOCATION R EXHAUST FAN TO BE DETERMINED TO BE DETERMINED DUCT EXHAUST TO THE BUILDING EXTERIOR AS INDICATED. VERIFY DUCT ROUTING & JACK LOCATION LIGHTING PLAN & FIXTURE SCHEDULE GENERAL NOTES: 1. INSTALLATION SHALL CONFORM TO ALL APPLICABLE NEC, UL, STATE AND LOCAL CODES. 2. ELECTRICAL CONTRACTOR SHALL VERIFY ALL SWITCHING REQUIREMENTS WITH THE ARCHITECT, CONSTRUCTION MANAGER AND OWNER. THE ELECTRICAL CONTRACTOR SHALL PROVIDE FOR ARCHITECT'S REVIEW AND APPROVAL A SWITCHING PLAN FOR EACH FLOOR LEVEL TO ILLUSTRATE CONTROL OF ALL LIGHT FIXTURES. 3. ALL DIMMING CIRCUITS ARE TWO -WIRE. NO COMMON NEUTRALS SHALL BE USED. 4. FIELD PAINT ALL EXPOSED CONDUIT, JUNCTION BOXES AND HARDWARE TO MATCH ADJACENT SURFACES UNLESS OTHERWISE NOTED. 5. ELECTRICAL CONTRACTOR SHALL VERIFY ALL CEILING TYPES, RECESS CONDITIONS AND MOUNTING HARDWARE REQUIRED PRIOR TO PURCHASE OF ANY LIGHTING FIXTURES. 6. COORDINATE LOCATION AND INSTALLATION REQUIREMENTS OF FIXTURES, WIRING AND CONTROLS WITH OTHER CONTRACTORS, ARCHITECT AND CONSTRUCTION MANAGER PRIOR ORDERING FIXTURES. NOTIFY ARCHITECT AND CONSTRUCTION MANAGER OF ANY CONFLICTS WITH OTHER BUILDING SYSTEMS OR COMPONENTS TO BE INSTALLED BY OTHER TRADES. 7. ELECTRICAL CONTRACTOR SHALL VERIFY MOUNTING HEIGHTS OF ALL DECORATIVE FIXTURES WITH THE ARCHITECT PRIOR TO INSTALLATION. 8. REFER TO LIGHT FIXTURE SPECIFICATIONS FOR EXPLANATION OF FIXTURE TYPES CALLED FOR ON THE LIGHTING PLAN. REFLECTED CEILING PLAN KEY NOTES: REMOVE DECORATIVE BATTENS WHERE PRESENT, REPAIR EXISTING PLASTER AND SKIM -COAT ENTIRE SURFACE NEW GYPSUM BOARD CEILING. SEE SECTION DRAWINGS FOR CEILING HEIGHT 3� NEW GYPSUM BOARD CEILING at UNDERSIDE OF FIRST LEVEL FLOOR FRAMING ® NEW FRAMED GYPSUM BOARD BULKHEAD. 5� NEW HARDWOOD CASING ON WOOD FRAMED BULKHEAD. © NEW EXHAUST DUCT FROM TOILET ROOM EXHAUST FAN. EXTEND DUCT UP TO EXTERIOR JACK IN WOOD FRAMED EXTERIOR WALL. VERIFY LOCATION WITH THE ARCHITECT. 7� NEW EXHAUST DUCT FROM KITCHEN HOOD. EXTEND DUCT UP TO EXTERIOR JACK IN WOOD FRAMED EXTERIOR WALL. VERIFY LOCATION WITH THE ARCHITECT. ® NO CEILING REQUIRED (EXPOSED MAIN LEVEL FLOOR STRUCTURE) PLAN NORTH NEW CONSTRUCTION LOWER LEVEL REFLECTED CEILING PLAN �T JEFFREY MORTON ASSOCIATES 206 Bluff Street Dubuque IA 52001 563.585.0043 ARCHITECTURE INTERIOR DESIGN STRUCTURAL ENGINEERING GRONEN 900 JACKSON STREET SUITE LL2 DUBUQUE, IOWA 52001 563-557 7010 ZIMMER DESIGN 1550 LAFOLLETTE • PO. BOX 131 FENNIMORE,WI 53809 608.778.6371 LU Z) U J W Q 1 O (� m LU >- z z 00 z=<� Q J wLU Q NO O Q Qw 0 zww�� J = Z) LL oc r1 0 z Q J J w � >z LU J J w O U Op � U LU w LL 0 LU/ I.do PROJECT NO. 1904 DATE: 16 AUG. 2021 DRAWN BY: JM, CL REVISIONS SCALE: 1/4" = V-0" SHEET NO. ffigilort LIGHT FIXTURE SCHEDULE * OR PRIOR APPROVED EQUAL MANUFACTURER/PRODUCT/CATALOG NUMBER MARK DESCRIPTION MANUFACTURER* CATALOG NUMBER* LAMPING REMARKS A EXISTING DECORATIVE PENDANT LED ELEC. CONTR. TO CLEAN, REPAIR, LIGHT FIXTURE 3000K REWIRE AND RETROFIT EXISTING FIXTURE WITH LED LAMPING B 4" DIAMETER, LED, RECESSED PER LIGHTING PER LIGHTING LED ELEC. CONTR. TO VERIFY DOWNLIGHT SUPPLIER SUPPLIER 3500K WIRING/DRIVER CONFIGURATION RECOMMENDATION RECOMMENDATION & VOLTAGE REQUIREMENTS C 4" DIAMETER, LED, RECESSED PER LIGHTING PER LIGHTING LED ELEC. CONTR. TO VERIFY CAN (FIT SLOPED CEILING) SUPPLIER SUPPLIER 3500K WIRING/DRIVER CONFIGURATION RECOMMENDATION RECOMMENDATION & VOLTAGE REQUIREMENTS D 2 X 4 RECESSED TROFFER COOPER LIGHTING 24AC-LD5-39-UNV- LED ELEC. CONTR. TO VERIFY METALUX "ACCORD L835-CD1-U 3500K WIRING/DRIVER CONFIGURATION LED SERIES" & VOLTAGE REQUIREMENTS E 2 X 2 RECESSED TROFFER COOPER LIGHTING 22AC-LD5-38-UNV- LED ELEC. CONTR. TO VERIFY L835-CD1-U 3500K WIRING/DRIVER CONFIGURATION & VOLTAGE REQUIREMENTS F PENDANT MOUNTED CYLINDER 3G LIGHTING 3G-PCL45R-300S80-35K- LED VERIFY FINISH (WHITE) WITH DOWNLIGHT 60D-UNV-DIM-SV-BCN- 3500K ARCHITECT BC-C60 G PENDANT MOUNTED, TO BE DETERMINED TO BE DETERMINED LED VERIFY HANGING HEIGHT WITH DECORATIVE LED FIXTURE 3000K ARCHITECT H PENDANT MOUNTED, TO BE DETERMINED TO BE DETERMINED LED VERIFY HANGING HEIGHT WITH DECORATIVE, EXTERIOR LED 3000K ARCHITECT FIXTURE I DECORATIVE WALL MOUNTED TO BE DETERMINED TO BE DETERMINED LED VERIFY MOUNTING HEIGHT WITH SCONCE 3000K ARCHITECT J DECORATIVE WALL MOUNTED TO BE DETERMINED TO BE DETERMINED LED VERIFY MOUNTING HEIGHT WITH SCONCE 3500K ARCHITECT K DECORATIVE WALL MOUNTED TO BE DETERMINED TO BE DETERMINED LED VERIFY MOUNTING HEIGHT WITH EXTERIOR SCONCE 3000K ARCHITECT L ROD- SUSPENDED TRACK LIGHTING PER LIGHTING PER LIGHTING SUPPLIER LED 3500K SECURE LIGHT'G TRACK TO CONT. FIXTURE. 12' LONG TRACK W/ (6) SUPPLIER RECOMMENDATION (50W PAR UNI-STRUT HUNG FROM CONC. LAMPHOLDERS EACH RECOMMENDATION 30 EQUIV.) STRUCTURE W/ALL-THREAD ROD. PAINT-UNI STRUT TO MATCH COLOR AND SHEEN OF FIXTURE TRACK. M LED DIODE STRIP LIGHTING GM LIGHTING PER LIGHTING SUPPLIER LED PROVIDE REQ'D. TRANSFORMER(S). (UNDERCABINET) RECOMMENDATION 3500K MOUNT CONT. AT UNDERSIDE OF WALL CABINET, TYPICAL N 4' LONG LED SURFACE MOUNTED PER LIGHTING SUPPLIER LED PROVIDE REQ'D. TRANSFORMER(S). STRIP LIGHTING RECOMMENDATION 3500K MOUNT CONT. AT UNDERSIDE OF WALL CABINET, TYPICAL O WALL OR PENDANT MOUNTED PER LIGHTING SUPPLIER VERIFY MOUNTING LOCATION TO INTERNALLY ILLUMINATED RECOMMENDATION CONFORM WITH BUILDING CODE EMERGENY/EXIT SIGN WITH REQUIREMENTS BATTERY BACK-UP P CEILING FAN TO BE DETERMINED TO BE DETERMINED Q EXHAUST FAN TO BE DETERMINED PER MECHANICAL DUCT EXHAUST TO THE BUILDING CONTRACTOR EXTERIOR AS INDICATED. VERIFY RECOMMENDATIONS DUCT ROUTING & JACK LOCATION R EXHAUST FAN TO BE DETERMINED TO BE DETERMINED DUCT EXHAUST TO THE BUILDING EXTERIOR AS INDICATED. VERIFY DUCT ROUTING & JACK LOCATION JEFFREY MORTON ASSOCIATES 206 Bluff Street Dubuque IA 52001 563.585.0043 ARCHITECTURE INTERIOR DESIGN STRUCTURAL ENGINEERING CATALYST FOR COMMUNITY 900 JACKSON STREET SUITE LL2 DUBUQUE, IOWA 52001 563-557 7010 ZIMMER DESIGN 1550 LAFOLLETTE • PO. BOX 131 FENNIMORE,WI 53809 608.778.6371 LU Z) U J W Q 1 LU >— z z 00 z=<� Q J wLU Q NO O Q Qw 0 zww0� J = Z) LL oc r1 0 o mo z LIGHTING PLAN & FIXTURE SCHEDULE GENERAL NOTES: g -- -- --� Q 1. INSTALLATION SHALL CONFORM TO ALL APPLICABLE NEC, UL, STATE AND LOCAL CODES. � J 2. ELECTRICAL CONTRACTOR SHALL VERIFY ALL SWITCHING REQUIREMENTS WITH THE ARCHITECT, CONSTRUCTION 2 5 5 ' ^ MANAGER AND OWNER. THE ELECTRICAL CONTRACTOR SHALL PROVIDE FOR ARCHITECT'S REVIEW AND APPROVAL 1 1 J v A SWITCHING PLAN FOR EACH FLOOR LEVEL TO ILLUSTRATE CONTROL OF ALL LIGHT FIXTURES. Ano1 A4 1 W z 0EHI o o � O � OH H G � >— 3. ALL DIMMING CIRCUITS ARE TWO -WIRE. NO COMMON NEUTRALS SHALL BE USED. o 0B B0 0B 0B LU — w 4. FIELD PAINT ALL EXPOSED CONDUIT, JUNCTION BOXES AND HARDWARE TO MATCH ADJACENT SURFACES UNLESS R Hil( J OTHERWISE NOTED. AJ 1 5. ELECTRICAL CONTRACTOR SHALL VERIFY ALL CEILING TYPES, RECESS CONDITIONS AND MOUNTING HARDWARE la,Fr _ O 0 REQUIRED PRIOR TO PURCHASE OF ANY LIGHTING FIXTURES. 6. COORDINATE LOCATION AND INSTALLATION REQUIREMENTS OF FIXTURES, WIRING AND CONTROLS WITH OTHER J U CONTRACTORS, ARCHITECT AND CONSTRUCTION MANAGER PRIOR ORDERING FIXTURES. NOTIFY ARCHITECT AND U CONSTRUCTION MANAGER OF ANY CONFLICTS WITH OTHER BUILDING SYSTEMS OR COMPONENTS TO BE INSTALLED w BY OTHER TRADES. J 7. ELECTRICAL CONTRACTOR SHALL VERIFY MOUNTING HEIGHTS OF ALL DECORATIVE FIXTURES WITH THE ARCHITECT LL PRIOR TO INSTALLATION. 1 1 w Ano2 A409 LL 8. REFER TO LIGHT FIXTURE SPECIFICATIONS FOR EXPLANATION OF FIXTURE TYPES CALLED FOR ON THE LIGHTING PLAN. REFLECTED CEILING PLAN KEY NOTES: REMOVE DECORATIVE BATTENS WHERE PRESENT, REPAIR EXISTING PLASTER AND SKIM -COAT ENTIRE SURFACE 2� NEW GYPSUM BOARD CEILING. SEE SECTION DRAWINGS FOR CEILING HEIGHT NEW GYPSUM BOARD CEILING at UNDERSIDE OF FIRST LEVEL FLOOR FRAMING ® NEW FRAMED GYPSUM BOARD BULKHEAD. 55> NEW HARDWOOD CASING ON WOOD FRAMED BULKHEAD. © NEW EXHAUST DUCT FROM TOILET ROOM EXHAUST FAN. EXTEND DUCT UP TO EXTERIOR JACK IN WOOD FRAMED EXTERIOR WALL. VERIFY LOCATION WITH THE ARCHITECT. 7� NEW EXHAUST DUCT FROM KITCHEN HOOD. EXTEND DUCT UP TO EXTERIOR JACK IN WOOD FRAMED EXTERIOR WALL. VERIFY LOCATION WITH THE ARCHITECT. ® NO CEILING REQUIRED (EXPOSED MAIN LEVEL FLOOR STRUCTURE) PLAN NORTH NEW CONSTRUCTION FIRST FLOOR LEVEL REFLECTED CEILING PLAN PROJECT NO. 1904 DATE: 16 AUG. 2021 DRAWN BY: JM, CL REVISIONS SCALE: 1/4" = V-0" SHEET NO. A601 DOOR SCHEDULE (LOWER LEVEL) PLAN AND ELEVATION SYMBOL O DOOR NUMBER DOOR FRAME HDWR. SET REMARKS TYPE MATT. SIZE GLASS TYPE RATING DETAIL MATT. GLASS WIDTH HEIGHT THICK. 001 A WOOD T-0" T-0 13/4" NONE NONE WOOD NONE 1 002 A WOOD T-0" T-0 13/4" NONE NONE ALUM NONE 2 003 A WOOD T-0" T-0 13/4" NONE NONE ALUM NONE 3 004 A WOOD T-0" T-0 13/4" NONE NONE ALUM NONE 2 005 A WOOD 3'-0" T-0 13/4" NONE NONE ALUM NONE 3 DOOR SCHEDULE (FIRST FLOOR LEVEL) PLAN AND ELEVATION SYMBOL O DOOR FRAME SIZE DOOR GLASS HDWR. NUMBER TYPE MAT'L. WIDTH HEIGHT THICK. TYPE RATING DETAIL MAT'L. GLASS SET REMARKS 100 B EXISTING WOOD PAIR +/- 2'- 4 1/2" 8'-0" VERIFY 2 1/4" VERIFY NONE NONE EXISTING WOOD NONE 4 EXISTING PAIR OF DOORS, FRAME & TRANSOM TO BE RESTORED OR REPLICATED 101 B EXISTING WOOD PAIR +/- 2'- 4 1/2" 8'-0" VERIFY 2 1/4" VERIFY NONE NONE EXISTING WOOD NONE 4 EXISTING PAIR OF DOORS, FRAME & TRANSOM TO BE RESTORED OR REPLICATED. PROVIDE NEW HARDWARE 102 C WOOD +/- 2'-9" 8'-0" VERIFY 2 1/4" VERIFY NONE NONE EXISTING WOOD 1 5 RESTORE EXISTING JAMB & TRANSOMS. PROVIDE NEW CUSTOM FABRICATED DOOR, PROVIDE NEW HARDWARE 103 A WOOD T-0" 8'-0" 13/4" NONE NONE WOOD NONE 1 104 D EXISTING WOOD 3'-0" 6' 8" VERIFY 1 3/4" EXISTING NONE EXISTING WOOD NONE 6 EXISTING PAIR OF DOOR, FRAME &TO BE RESTORED OR REPLICATED. PROVIDE NEW HARDWARE * EXISTING DOORS & FRAMES SCHEDULED TO REMAIN SHALL BE CLEANED, REPAIRED/ADJUSTED AS NECESSARY AND PAINTED. PAINT COLOR & SHEEN SHALL BE SELECTED BY THE PROJECT INTERIOR DESIGNER. EXISTING HARDWARE SHALL BE CLEANED, LUBRICATED & REPAIRED/ADJUSTED AS NECESSARY SO THAT IT IS IN PROPER WORKING ORDER. PRIOR TO SUBMITTING BID FOR THIS WORK, DOOR HARDWARE SUPPLIER SHALL INSPECT HARDWARE ON ALL EXISTING DOORS THAT ARE SCHEDULED TO REMAIN TO DETERMINE DEFICIENCIES NEEDING REPAIR OR REPLACEMENT. GLASS TYPES GLASS TYPE 1: ONE -QUARTER INCH THICK, CLEAR, TEMPERED SAFETY GLASS DOOR HARDWARE SETS HARDWARE SET NO. 1 BUTTS PRIVACY LATCH SURFACE CLOSER W/CUSH ARM HARDWARE SET NO. 2 BUTTS STOREROOM LOCK WALL STOP HARDWARE SET NO. 4 DECORATIVE BUTTS (EA. LEAF) TO MATCH HISTORIC EXIT DEVICE WITH SURFACE VERT. RODS EXTERIOR TRIM EA. LEAF (STORE ROOM FUNCTION) SURFACE CLOSER WITH CUSH ARM (EA. LEAR) WEATHERSTRIP (EA. LEAF) THRESHOLD SWEEP (EA. LEAF) HARDWARE SET NO. 5 0 LU J 0 LU U to V7 a AS SCHEDULED c IN ai DOOR TYPE A SCALE: Y2" = V-0" 412 a X 4 CLEAR POPLAR CASING, TYPICAL (PAINTED) a X 4 CLEAR POPLAR CASING, TYPICAL (PAINTED) STILE & RAIL WOOD DOOR WITH FIXED, RAISED PANELS, TYPICAL CLEAR POPLAR OR PAINT GRADE BIRCH JAMB & STOP, TYPICAL (PAINTED) NEW BASE AS SCHEDULED, TYPICAL DOOR TYPE B SCALE: Y2" = V-0" JEFFREY MORTON ASSOCIATES 206 Bluff Street Dubuque IA 52001 563.585.0043 ARCHITECTURE INTERIOR DESIGN STRUCTURAL ENGINEERING CATALYST FOR COMMUNITY 900 JACKSON STREET SUITE LL2 DUBUQUE, IOWA 52001 563-557 7010 ZIMMER DESIGN 1550 LAFOLLETTE • PO. BOX 131 FENNIMORE,WI 53809 608.778.6371 W 0 U J 0 W Q Z) 1 0 (� m LU >- z z 00 z=<� Q J wQ LU Q NO 0 Q Qw zww0� J = 0 Z) L � CE DECORATIVE BUTTS TO MATCH HISTORIC HARDWARE SET NO. 3 SURFACE EXIT DEVICE EXTERIOR TRIM (STORE ROOM FUNCTION) BUTTS CLASSROOM LOCK SURFACE CLOSER WITH CUSH ARM WALL STOP WEATHERSTRIP THRESHOLD SWEEP HARDWARE SET NO. 6 REMOVE EXISTING HARDWARE AS REQUIRED FOR DOOR REFINISHING PROCESS. CLEAN, REPAIR, LUBICATE AND REINSTALL 0 EXISTING HARDWARE WHEN DOOR REFINISH IS COMPLETE. wQ J LU D J DOOR TYPE C DOOR TYPE D 0 w SCALE: Y2" = V-0" SCALE: Y2" = V-0" o w w r U cry F— oC oC 0 0 00 0 0 PROJECT NO. 1904 DATE: 16 AUG. 2021 DRAWN BY: JM, CL REVISIONS SHEET NO. A850 THE IOWA STATE BAR ASSOCIATION FOR THE LEGAL EFFECT OF THE USE OF Official Form No. 104 Wemer Heilmer ISBA # 2266 THIS FORM, CONSULT YOUR LAWYER REM. MATE TPAMM s. o 16136-04 a�{� 22A SEP 13 PM 12: 25 �� atbouwy itI�' i'Llh ir, i U`IV DATE COUNTY RECORDER DUBUQUE CO., IOWA FEES Preparertion Werner Hellmer, 137 First Avenue East P. O. Box 342, Dyersville, Iowa 52040, (563) 875-9733 Informa IndhAdual's Name Street Address City Phone Address Tax Statement: Unitarian Universalist Fellowship of Dubuque, Iowa SPACEABOVETHIS LINE STA t� � P. O. Box 1369, Dubuque, Iowa 52004-1369 WARRANTY DEED (CORPORATE GRANTOR) For the consideration of Ten and 00/100 Dollar(s) and other valuable consideration, GRACE BIBLE BAPTIST CHURCH a corporation organized and existing under the laws of Iowa does hereby Convey to DUBUQUE, IOWA, Iowa Corporation UNITARIAN UNIVERSALIST FELLOWSHIP OF an the following described real estate in Dubuque County, Iowa: The North 50 feet of the East 1/2 of Out Lot 746 in the City of Dubuque, Iowa, according to the United States Commissioners' Map of the Survey of the Town of Dubuque, Iowa, ENTER D FORT TION ON This 13A ay of 2004 DENISE M. D ILAN Dubuque -County uditor VV Z, L M ut p,,.J - r; The Corporation hereby covenants with grantees, and successors in interest, that it holds the real estate by title in fee simple; that it has good and lawful authority to sell and convey the real estate; that the real estate is free and clear of all liens and encumbrances, except as may be above stated; and it covenants to Warrant and Defend the real estate against the lawful claims of all persons, except as may be above stated. Words and phrases herein, including acknowledgment hereof, shall be construed as in the singular or plural number, according to the context. GRACE BIBLE BAPTIST CHURCH a(n) Iowa corporation Dated: P, u=h. �o L/ By - Pastor R6aft L. Harbin, P sident Title By --4 T Rod Warnke, Treasurer Title STATE OF IOWA DUBUQUE COUNTY, ss: On this /6 day of 2a v4 before me, the undersigned, a Notary Public in and for said State, personalli appeared Pastor Robert L. Harbin and Rod Warnke to me personally known, who being by me duly sworn, did say that they are the President and Treasurer respectively, of said corporation; that (no seal has been procured by the said) (t ) corporation that said instrument was signed (andsealed)on behalf of 'said corporation by authority of its Board of Directors; and that the said Pastor Robert L. Harbin and Rod Warnke as such officers, acknowledged the execution of said instrument to be the voluntary act and deed of said corporation, by it and by them voluntarily execute - A. r a Notary Public OThe Iowa State BarAssddatlon 104 WARRANTY DEED (CORPORATE GRANTOR) IOWADOCS 0 Retired January, 2000 Atttachment E — Builiding Ownership from Beacon Print Email Link Summary Parcel ID 1024264002 Alternate ID HISTORIC DISTRICT Property Address 1699 IOWA ST DUBUQUE IA 52001 Sec/Twp/Rng N/A Brief Tax Description N 50'- N 107'-E 1/2 OF CITY LOT 746 (Note: Not to be used on legal documents) Deed Book/Page 16138-04 (9/13/2004) Contract Book/Page Gross Acres 0.00 Net Acres 0.00 Class E - Exempt and State Assessed (Note: This is for tax purposes only. Not to be used for zoning.) District DUBA - DUBUQUE CITY/DBQ COMM SCH School District DUBUQUE COMM. SCHOOL DIST Owners Deed Holder Unitarian Universalist Fellowship Of Dubuque Iowa PO Box 1369 Dubuque IA 52004-1369 Contract Holder Mailing Address Unitarian Universalist Fellowship Of Dubuque Iowa PO Box 1369 Dubuque IA 52004-1369 GRONEN PO BOX 1862 • DUBUQUE , IA 52004 UNITARIAN SCHEDULE OF VALUES FOR EXTERIOR RESTORATION 08.27.21 02-0500 Deconstruction $19,600.00 03-3000 Concrete $22,900.00 04-5000 Masonry $108,690.00 05-1000 Structural Steel $53,500.00 06-8000 Custom Millwork - Steeple $185,000.00 07-5000 Roofing $140,000.00 08-5000 Wood door Restoration $15,000.00 08-6000 Window Restoration $102,100.00 Total Exterior Budget $646,790.00 / A� " CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DDIYYYY) 8/31/2021 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER Paul Donovan Cottingham & Butler 800 Main St. CONTACT NAME: PHONE FAX A/C No Ext : 563-587-5000 A/C No): 563-583-7339 AIL ADDRESS: INSURER(S) AFFORDING COVERAGE NAIC # Dubuque IA 52001 INSURERA: ACUITY, A Mutual Insurance Company 14184 INSURED GROJOH1 Gronen Restoration, Inc. PO Box 1862 INSURER B : INSURER C : INSURERD: Dubuque IA 52004-1862 INSURER E INSURER F : COVERAGES CERTIFICATE NUMBER: 1807476909 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE ADDL INSD SUBR WVD POLICY NUMBER POLICY EFF MM/DDIYYYY POLICY EXP MM/DDIYYYY LIMITS A X COMMERCIAL GENERAL LIABILITY Fv� CLAIMS -MADE OCCUR Y Y L89828 8/27/2021 8/27/2022 EACH OCCURRENCE $1,000,000 DAMAGE TO PREMISES('a a oNcur ence)$ 250,000 MED EXP (Any one person) $ 10,000 PERSONAL & ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: POLICY ❑ PRO- JECT ❑ LOC OTHER: GENERAL AGGREGATE $3,000,000 PRODUCTS - COMP/OP AGG $ 3,000,000 $ A AUTOMOBILE LIABILITY ANY AUTO OWNED X SCHEDULED AUTOS ONLY AUTOS HIRED X NON -OWNED AUTOS ONLY AUTOS ONLY L89828 8/27/2021 8/27/2022 COMBINED SINGLE LIMIT Ea accident $ 1,000,000 BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ X PROPERTY DAMAGE Per accident $ A X UMBRELLA LIAB EXCESS LIAB X OCCUR CLAIMS -MADE L89828 8/27/2021 8/27/2022 EACH OCCURRENCE $ 5,000,000 AGGREGATE $ 5,000,000 DED X RETENTION $ n $ A WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y / N ANYPROPRIETOR/PARTNER/EXECUTIVE ❑ OFFICER/MEMBER EXCLUDED? (Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS below N/A L89828 8/27/2021 8/27/2022 X PER OTH- STATUTE ER E.L. EACH ACCIDENT $ 1,000,000 E.L. DISEASE - EA EMPLOYEE $ 1,000,000 E.L. DISEASE - POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Unitarian Universalist 1699 Iowa Street A>THORIZED REPRESENTATIVE Dubuque IA 52001 ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25 (2016/03) The ACORD name and logo are registered marks of ACORD