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Home My WebLink AboutMarch 2018• CITY OF SOUTHBEND HISTORIC PRESERVATION COMMISSION MONDAY, March 19,2018-5:30 p.m.—MEETING AGENDA COUNTY—CITY BUILDING, 13th FLOOR, ROOM 1308 I. CALL TO ORDER, ROLL CALL A. RESIGNATIONS II. PUBLIC HEARING A. CERTIFICATE OF APPROPRIATENESS 1. 2018-0302 1728 East Wayne #7796-87 East Wayne Street 2. 2018-0220A 115 S Lafayette #9082-2000 Local Landmark 3. 2018-0306A 50106 Bittersweet Tr #117-76, amended 11-1987 4. 2018-0309 1312 Lincoln Way E #7343-84 Lincoln Way East 5. 2018-0309A 651 River #6846-80 Edgewater Place 6. 2018- 0314 201 W North Shore Dr #6512-78 West North Shore Drive III. HEARING OF VISITORS IV. REGULAR BUSINESS A. APPROVAL OF MINUTES - February 19, 2018 B. TREASURER REPORT C. STAFF REPORTS 1. Correspondence 2. Legal D. COMMITTEE REPORTS V. OLD BUSINESS A. BYLAWS VI. NEW BUSINESS A. RESOLUTION 18-01 B. ARCHITECTURAL HISTORIAN VII. ANNOUNCEMENTS AND MISCELLANEOUS MATTERS VIII. ADJOURNMENT Telephone interpreter service is available upon request free of charge for individuals with limited English proficiency. Auxiliary aid or other services are available upon request free of charge. Please give reasonable advance request when possible. Ti.\40THY S. KLUSCZPISKI A CERTIFIED LOCAL GOVERNMENT EL ICIA FEASEL PRESIDENT OF THE NATIONAL PARK SERVICE HISTORIC PRESERVATION ADAfINISTRATOR EXCELLENCE I, ACCOUNTABILITY INNOVATION INCLUSION EMPOWERMENT 14005 County -City Building I 227 W. Jefferson Blvd. South Bend, Indiana 46601 p 574.235.9371 f 574.235.9201 www.southbendin.gov HISTORIC PRESERVATION COMMISSION PUBLIC SIGN IN SHEET March 19, 2018 Because distribution of federal funds may be involved, the City of South Bend is required to maintain a record of whether members of the public attending this hearing or event are minorities. Please designate your status using the following letters: W (White/Caucasian), B (Black), H (Hispanic), O (Other). If you are female, include F, and if you are disabled, include D. Hearing of Visitors is limited to three (3) minutes per person. NAME 7:R \/, 0 Y' <S:P— Ct WV ADDRESS W, B, F, D H, O l� J 144 -02 -at, is C' _ ✓�S worb)S&M lir{ 1 • Elicia Feasel From: Kevin Buccellato <kevin@buccellatodesign.com> Sent: Thursday, March 15, 2018 2:14 PM To: JPrawat@sjcindiana.com Cc: Adam Toering; Elicia Feasel Subject: Letter of Resignation - HPC • C] Jennifer, Unfortunately due to the recent change in the regular meeting time for the Historic Preservation Commission meetings I will no longer be able to fulfill my duties as a Commissioner. Please accept this email as my formal resignation from the Commission. I have greatly enjoyed my time on the commission and wish you all the best moving forward. Best regards, Kevin iccx .26.zA S .L I AS.A�t.u.Aw .,)k ';Lei i13 rMNW5, ,?t`"a;ltta; 4((67' Elicia Feasel ' From: Jennifer Parker <'Jp arker9@nd.edu> Sent: Thursday, March 15, 2018 12:55 PM To: Elicia Feasel Subject: Re: Architectural Historian i I officially resign from the Historic Preservation Commission. Sincerely, Jennifer Parker Sent from my iPhone On Mar 15, 2018, at 11:08 AM, Elicia Feasel <efeasel@southbendin.gov> wrote: Jennifer, Unfortunately, the meeting time will be 5:30 pm moving forward. Please send official resignation as soon as possible, if it is inevitable. Elicia From: Jennifer Parker fmailto:iparker9@nd.edu] • Sent: Wednesday, February 14, 2018 10:05 AM To: Adam Toering <atoering@southbendin.gov> Cc: Joseph Molnar <ioemolnar92@gmai1.com>; Kevin Buccellato <kevin@buccellatodesien.com>; Elizabeth Hertel <elizabethhertel@att.net>; Brandon J. Anderson<banderson@historvmuseumsb.ors>; Mike Voll <Dardenbridee@smail.com>; Thomas Gordon <tedwardgordon@aol.com>; Timothy S. Klusczinski <tsk617@gmail.com>; meelfman@nd.edu; Elicia Feasel <efeasel@southbendin.gov>; Benjamin Dougherty <bdougher@southbendin.gov>; Mary Brazinsky <mbrazins@southbend in.gov> Subject: Re: February 19 Meeting - 5:30pm All, I'm sorry to see the time shift to 5:30. Unfortunately this means that I will no longer be able to attend commission meetings. My appointment is up in May, I believe. If you need me to formally resign please let me know. I've enjoyed my time on the commission and would be happy to still consult with the HPC for securing and archiving their collections. Sincerely, Jennifer On Wed, Feb 14, 2018 at 9:54 AM, Adam Toering <atoerine@southbendin.gov> wrote: Commissioners, et al — • Please see the attached Agenda. Note, the meeting time has unfortunately been shifted to 5:30pm. ** Please RSVP, so we can ensure quorum. ** Expect the packets to follow. Thank you, Adam Toering Historic Preservation Specialist Department of Community Investment (574)235-7478 atoerine@southbendin.eov City of South Bend 227 W. Jefferson Blvd., Ste. 1400 South Bend, IN 46601 IMPORTANT NOTICEI This E -Mail transmission and any accompanying attachments may contain confidential information intended only for the use of the individual or entity named above. Any dissemination, distribution, copying or action taken in reliance on the contents of this E -Mail by anyone other than the intended recipient is strictly prohibited and is not intended to, in anyway, waive privilege or confidentiality. If you have received this E -Mail in error please immediately delete it and notify sender at the above E -Mail address. Please note that incoming e-mails are not routinely screened for response deadlines, and as such, please notify the sender separately by fax of any message containing deadlines. In addition, E -Mail information cannot be guaranteed to be secure or error -free as information could be intercepted, corrupted, lost, destroyed, arrive late or incomplete, or contain virus. Therefore, the sender does not accept liability for any errors or omissions in the contents of this message which arise as a consequence of E -Mail transmission. If verification is required, please request a hard -copy version. Jennifer Parker Head, Architecture Library Co -Director, HUEIND University of Notre Dame 117 Bond Hall, School of Architecture Notre Dame, IN 46556 • o:574-631-9401 e: iparker9 nd.edu w: library.nd.edu/architecture Greta Fisher 644 E. Monroe St. South Bend, IN 46601 March 6, 2018 Historic Preservation Commission of South Bend & St. Joseph County 227 W. Jefferson Blvd, Suite 1400 S. South Bend, IN 46601 To Whom It May Concern: I am writing to apply for the position of Architectural Historian. I believe that my familiarity with the history of South Bend and historical resources available, my training and experience in the field of architecture, and my personal commitment to historic houses make me uniquely qualified to serve in this capacity. As a part of my job, I write articles and lecture regularly, and over the last several years, topics have included the history of a variety of local schools, theatres, churches, businesses, and residences. Previous to my work at the library, I spent eight year; as an interior designer, working on every aspect of commercial and residential projects. My appreciation of historic structures has led me to find ways to be involved with them in both my career and private life. The two years I spent managing Washington Hall, one of Notre Dame's core campus buildings, taught me many lessons about integrating practicality with preservation. I have renovated two historic houses, and I am currently the proud owner of an historic landmark in Edgewater Place. It is so fulfilling to serve the interests of our community and its rich heritage. I hope you will consider me for the position. Sincerely, Greta Fisher LJ 0 E • STAFF REPORT CONCERNING APPLICATION FOR A CERTIFICATE OF APPROPRIATENESS Date: March 8, 2018 Application Number: 2018-0302 Property Location: 1728 East Wayne Street Architectural Style/Date/Architect or Builder: Neo -Colonial / 1952 / "Parchem House" Property Owner: Daniel and Elizabeth Colleran Landmark or District Designation: East Wayne Street Local Historic District, Ordinance #7796-87 Rating: Non -Contributing DESCRIPTION OF STRUCTURE/ SITE: This Garrison Colonial Revival house is a 2 -story frame with rectangular frame. It has a gable roof, plain raking trim and asphalt shingles. The second floor overhangs at the front. The exterior fagade is wood shingles and flagstone. The windows are wood 2/2 double hung with horizontal lines and louvered shutters on the first story. There is a large picture window flanked by double hung 2/2 windows in a square bay extension at the front of the house. The entry is offset with a single door and wood screen, simple flush pilaster and entablature detail. The chimney is external and on the west side of the structure. A one-story shed addition is at the rear of the main house. There is a detached 2 -car garage at the rear of the property. ALTERATIONS: The concrete stoop previously had railings, but they were removed at some point. CoA 1998- 0910 permitted the complete tear -off and re -roof of the structure. Ten original windows on the second story were replaced with 1/1 vinyl windows in January of 2018 without COA. COA 2018-0118 for "Window Replacement — leaking windows w/ lead paint" was denied. • APPLICATION ITEMS: "1. Replace upstairs windows. 2. Replaced ground floor windows with special consideration for picture window on front for uniform look." DESCRIPTION OF PROPOSED PROJECT: Applicant seeks retroactive approval for ten second story windows with 1/1 double hung Pella Series 250 vinyl windows. Window installation completion is currently ceased until a COA is approved and building permit obtained, requiring additional trim and seal to complete the installation. Owner and staff have met to discuss options to replicate the 2/2 pattern of original windows; no feasible alternative is apparent. Applicant seeks proactive approval for the replacement of the wood 2/2 double -hung windows on the ground floor with 1/1 double hung Pella Series 250 vinyl windows. The large and prominent picture window on the front fagade will remain. SITE VISIT REPORT: N/A STANDARDS AND GUIDELINES, EAST WAYNE STREET: The East Wayne Street Local Historic District was established by an ordinance enacted by the Common Council of the City of South Bend in 1987 for the protection of the historic character of the neighborhood. Under the requirements of this ordinance, a Certificate of Appropriateness (CoA) is required for any activity in the district which requires a building permit or which alters the appearance of a building or site. Painting of previously painted surfaces is released from this requirement and requires no approval. Consideration by the Historic Preservation Commission of proposed repairs or alterations is guided by the following set of guidelines which have been developed cooperation with neighborhood representatives and have been adopted by referendum of the district property owners. Note: The Guidelines selected by the East Wayne Street Local Historic District are (b2) — Rehabilitation. is(b2) Rehabilitation Maintaining the existing character of the District, and whenever possible returning it to its original condition. Any rehabilitation would not require the removal of all non -original materials but would encourage the removal of all such materials which are incompatible with the defined elements of preservation for the District. The design of new construction or alteration would not require the duplication of the original design and construction, but should be compatible with the existing structures and the District's defined elements of preservation. The use of original materials or construction techniques would be encouraged, but contemporary methods and materials would be acceptable when compatible. • C. WINDOWS AND DOORS Window and door frames are of wood or steel (some casements', or in the case of brick structures, stone sills and brick lintels. Where metal or vinyl siding has been applied, window trim has been covered. Storm windows are of wood or aluminum. Required Original windows and doors shall be retained including sashe:r, lintels, sills, shutters, decorative glass, pediments, hoods, and hardware. When deteriorated beyond repair, they shall be replaced with units and trim resembling the original. Recommended Wood frame storm windows and doors painted to match the original should be used but should not damage existing frames. If new sashes or doors are installed, the existing or original materials, design, and hardware should be used. When metal storm doors are used, they should be painted, anodized or coated to match the existing. When awnings are used they should be of canvas material. Prohibited Original doors, windows and hardware shall not be discarded when they can be restored and re -used in place. New window and door openings which would alter the scale and proportion ofthe building shall not be introduced. Inappropriate new window and door features such as aluminum insulating glass combinations that require removal of the original windows and doors shall not be installed. Not Recommended Awnings, hoods, and fake shutters made of metal, vinyl, or fiberglass should not be used if they would detract from the existing character or appearance of the building. STAFF RECOMMENDATION: Replacing the second story replacement windows with new 2/2 wood window replications is not economically viable. Staff recommends approval of this project as it will give a unified window style throughout the house that will deemphasize the replacement windows. Written by • Adam Toering Historic Preservation Specialist Approved by Elicia Feasel Historic Preservation Administrator 0 SOUTH 8 • �o� X40 F 7; r, PtACa 1865 • HISTORIC PRESERVATION COMMISSION OF SOUTH BEND AND ST. JOSEPH COUNTY County—City Building, South Bend, IN 46601 http://www.stj osephcountyindiana.com/438/Historic-Preservation-Commission Phone: 574/235.9798 Fax: 574/235.9578 Email: SBSJCHPC@sjcindiana.com Timothy S. Musczinski, President A Certified Local Government of the National Park Service Elicia Feasel, Executive Director APPLICATION FOR A — CERTIFICATE OF APPROPRIATENESS OFFICE USE ONLY»» G»DO NOT COMPLETE ANY ENTRIES CONTAINED IN TFIIS BOX«««OFFICE USE ONLY Date Received: 3 /2 Z U (ZJ Application Number: 20i% — 0$0 -2 - Past $0'zPast Reviews: ❑ YES (Date of Last Review) ❑ NO Staff Approval authorized by: Title: Historic Preservation Commission Review Date: ❑ Local Landmark Q Local Historic District (Name) L AST Wt}�yt ❑ National Landmark ❑ National Register District (Nmne) Certificate Of App ro riateness: Denied ❑ Tabled ❑ Sent To Committee ❑ Approved and issued: Address of Property for proposed work: I/ Z S t- W A vJ NV-- 6 1 - (Street Number—Street Name—City—Zip) Name of Property Owner(s): I7A01 E L -i- F E- 1'� 413ETF/ COLLJ eeotd Phone #: ni-i uNb/ti! `l(vi 331 St/39 3'31 -`l Sia Address of Property Owner(s): i2 �' E w 6,jty E STrn lEeT Sov7'M 01:Np t PJ Hfo(v1S (Street Number --Street Name—City—Zip) Name of Contractor(s): Lou C-' S M t 5 PIAW A vtA 02-00 Phone #: � � f 7 � (o -IS — S !'18 Contractor Company Name: L.O W r `5 n � ZOO Address of Contractor Company: +-ltcf00 (rfzAPr 26&0 M 1 SN4-w4vr&1 t�y-14(o59S (Street Number—Street Name—City—Zip) Current Use of Building: Sc n;�) L'-' 1^c—" t, (Single Family—Multi Family—Commercial—Government Industrial—Vacant—etc.) Type of Building Construction: L inAr,J 2.�LpU.cc..M• t (Wood Frame Brick--Stone—Steel—Concrete—Other) Proposed Work: ❑In -Kind ❑ Landscape ❑ New ® Replacement (not in-kind) ❑ Demolition (more than one box may be checked) Owner ail: t A �I eitt aid RL� . P./J�✓ and/or Contractor e-mail: Si afore of Owner and/or X Signature of Contractor By signing this application I agree to abide by all local regulations related to project and to obtain a Building Department Permit, if applicable. APPLICATION REQUIREMENTS ARE LISTED ON REVERSE SIDE— is— Scope of Work. as Submitted January 18, 2018 • 1728 E. Wayne Street Elizabeth & Daniel Colleran 3 Bedrooms 1 bath / 1 half bath Master — 3 — Faces West and South Nursery — 3 — Faces North and East Guest Room — 2 Faces North and West Hallway — 1 — Faces East Bathroom —1 — Faces South — bottom pane tempered w/ privacy glass — currently original window is tempered with privacy. March 8', 2018 — 9:41 PM E-mail message from Daniel Colleran to Historic Preservation Specialist Adam Toering Did we call our windows two by two or double hung? I'll call them two by two here ...but we can change if needed. Here goes, 14 in total: The North (street) face has three windows: a pair of two -by -two windows that surround the large picture window. The driveway (east) side has 2 windows: a two -by -two at the bottom of the interior staircase and a hybrid two by two • that has the original on top and the bottom is now a single pane of tempered glass (no wood divider). The west side has three two -by -two windows The south has one window in the kitchen, which is a side by side, crank (each side has a crank) window that is a combination of Vinyl and wood that must have been replaced maybe 10 years ago or so? This window does not appear to be professionally installed from the looks of the craftsmanship. Finally the back sunroom has two windows facing east., two facing south and two facing west. These windows are a combination of wood and vinyl. They appear to be two by two, but actually the dividing "wood" is a detachable piece of vinyl. Pulling off the fake strip does, in fact, match these windows with the windows that have already been installed upstairs. I will have to take the photos tomorrow in the daylight and send those along. Thanks, Dan 0 • • 0 Figure 1- 1728 Wayne, taken from the Street on January 22, 2018. Second story windows have been replaced. Figure 2 — East face on January 22. L pstairs windows have been replaced. • • 0 • • 0 Figure 3 — West face on January 22. Upstairs windows have been replaced. 0 • STAFF REPORT CONCERNING APPLICATION FOR A CERTIFICATE OF APPROPRIATENESS Date: March 12, 2018 Application Number: 2018-0220A Property Location: 115 S Lafayette Boulevard Architectural Style/Date/Architect or Builder: Neo -Classical Commercial/1901-1903/H.G. Christman, builder Property Owner: City of South Bend Landmark or District Designation: Local Landmark, Ordinance #9082-2000; Downtown Multiple Resource National Register District; West Washington National Register District Rating:Notable DESCRIPTION OF STRUCTURE/ SITE: The Dean — Lafayette Building is South Bend's first commercial office building. Originally a three-story office building, two additional stories added in 1903 completed the present five story building. Structure is brick masonry with limestone and terra cotta details. Interior features a five -story atrium surrounded by balconies on three sides with an original skylight at the roof. Roof is flat with parapet wall with clay tile coping. ALTERATIONS: Windows are non -original metal 1/1 double hung. Inappropriate caulk -like material was used to repair mortar to exterior masonry. APPLICATION ITEMS: Replace clay tile coping at parapet walls using Johns Manville Presto-Tite Edge One Fascia System. • DESCRIPTION OF PROPOSED PROJECT: The Dean — Lafayette Building has been vacant and neglected for many years under the previous ownership and is now under the stewardship of the City of South Bend. The structure is under an Emergency Roof Repair order issued by Randy Wilkerson, Director of Code Enforcement, under the Indiana Unsafe Building Law IC 36-7-9-9, see attached. Staff has issued a Routine Maintenance Exclusion, RME#2018-0220, to completely tear off and re -roof using in-kind replacement of deteriorated decking, joists/trusses, and membrane. New insulation, flashing, and drainage will be installed. Heavy duty tarping will be installed on the main skylight to produce a temporary watertight condition for roof assembly. See attached RME. Application items: 1. Treatment of original clay tile Camelback-style coping at North, South, and West parapet walls: The RME includes an optimistic approval for preservation of the existing clay tile Camelback-style coping at parapet walls. Unfortunately, the original material is degraded in many areas and has experienced inappropriate repairs that may have exacerbated the degradation. The contractor will attempt to salvage as many tiles as possible but we anticipate a high percentage to be deteriorated beyond repair. The preference would be to restore the original the to the North and South parapets using tile harvested from the West side. West (or rear) to be replaced with new John Manville Presto-Tite Edge One Fascia System. The new metal will have a 3 'h" high bullnose round face. Corners joined by a custom fabricated metal miter where the tile would be set over the new miter and the metal detail will sit over the top and mitered around the corner to meet the end of the tile cap. With the membrane underneath both details, the system will be watertight. If the conclusion is that too many tiles are beyond repair, it would be cost prohibitive to replace in-kind. Under this circumstance, new Johns Manville Presto-Tite Edge One Fascia System as described above would be installed. • 2. Small skylight: Ines mall skylight is over an existing bathroom. It is void of any original glass and is deteriorated beyond repair. Although it could be replaced with a new product, the preference is to remove the skylight as it serves little purpose in this location and is a liability for water penetration. New joists, decking, and membrane will be installed as an extension of the new roof. SITE VISIT REPORT: N/A STANDARDS AND GUIDELINES, GROUP B Preservation Standards for historic landmarks are used by the Historic Preservation Commission whenever exterior changes are proposed for officially designated structures. Review is required when proposed plans for building and development indicate the architectural character of the landmark will be changed, i.e., review is required For any project that affects the exterior of the building, site, outbuildings, grounds and landscaping. These standards are an extension of the present Ordinance #5567-73 and #54A-973 already adopted to implement a comprehensive program of historic preservation. The present historic preservation ordinances empower the Commissior to issue or deny a Certificate of Appropriateness prior to the construction, reconstruction, alteration, demolition, or moving of any l;mdmark. The ordinance also gives the Commission the power to establish reasonable and just standards for the preservation of historic landmarks, including architectural treatment, site development and maintenance provisions, providing that the standards are in keeping wi :h the intent of the ordinance and that the standards apply only to the exterior features of the historic landmark. These standards guide the commission in their review of Certificates of Appropriateness. The property owner is responsible for furnishing the Commission with a complete description of the proposed changes. This information may be plans, elevations, specifications, photographs, or other means to accurately describe the project. When an application is being reviewed, it will be the responsibility of the applicant to demonstrate tl.at the new work is compatible. Definitions Shall—Defined as an expression of something that is mandatory or must be done. Should—Defined as an expression of obligation, something that ought to be done but that is open to compromise Required—Defined as work which shall be done in a restoration or rehabilitation project in order to restore or maintain the original or existing character of the structure or site. Recommended—Defined as work which should be done to help restore; or maintain the original or existing character of the structure or site. Prohibited—Defined as work which shall not be permitted in a restoration or rehabilitation project because it may have a negative impact on the original or existing character of the structure or site. The Commission has the authority to determine the architectural merit,, and the extent of any proposed treatment, renovation, or addition to a historic landmark. The commission will require drawings, plans, specifications, and/or samples where appropriate. A. Maintenance The maintenance of any historical structure or site shall in no way involve any direct physical change except for the general cleaning and upkeep of the landmark. The Commission shall encourage the proper maintenance of all structure or sites. • B. Treatment Treatment shall be defined as any change of surface materials that will not alter the style or original form. Such improvements include re -roofing, glazing, or landscaping lawns and may involve a change that can potentially enhance or detract from the character of the landmark. A treatment change of any surface whether on the landmark or in its environment may require a Certificate of Appropriateness if it significantly alters the appearance of the landmark. Although these kinds of changes may not require a Building Permit, a Certificate of Appropriateness may be necessary. The commission should review the proposed treatment for character and style consistency with the original surfaces. C. Renovation and Additions Renovation is the modification of a structure, which does not alter the general massing while an addition, is a change in mass. A modification, which involves the removal of a part of the landmark, should be considered under demolition (see demolition). Additions to landmarks should not detract from the original form and unity of the landmark and should not cover singular examples of architectural detail. Additions to landmarks should be added in a manr.er that does not disrupt the visible unity of overall appearance of the site. The proportions, materials and ratios of the existing structures should be carried through in the additions. Care should be taken not to change or alter the following: 1. Structure—Necessary structural improvements, where safety demands should be accomplished in such a way as to cause minimal visual change to the original style and construction. 2. Material—Additions and improvements involving any new material in the landmark should be of the same material as the original. It should be the same size and texture. An alternative material may be allowed if it duplicates the original. a. wood—all wood trim should conform with existing trim in shape and size. b. siding materials—the Commission discourages the covering or alteration of original materials with additional siding. Structures already sided with incompatible materials should be returned to a siding similar to the original when renovation is considered. D. Demolition Historic landmarks shall not be demolished. When a landmark poses a threat to the public safety, and demolition is the only alternative, documentation by way of photographs, measured drawings, or other descriptive methods should be made of both the exterior and interior of the landmark. The person or agency responsible for demolition of the .andmark shall be responsible for this documentation. E. Moving The moving of landmarks is discouraged, however, moving is preferred to demolition. When moving s necessary, the owner of the landmark must apply to the Commission for a Certificate of Appropriateness. F. Signs No neon or flashing signs will be permitted unless they are original to the structure. Billboards and super -graphics will also be disallowed. • Only one appropriate identifying sign will be permitted per business. G. Building Site and Landscaping 1. Required Major landscaping items, trees, fencing, walkways, private yard lights, signs (house numbers) and benches which reflect the property's history and development shall be retained. Dominant land contours shrill be retained. Structures such as: gazebos, patio decks, fixed barbecue pits, swimming pools, tennis courts, green houses, new walls, fountains, fixed garden furniture, trellises, and other similar structures • shall be compatible to the historic character of the site and neighborhood and inconspicuous when viewed from a public way. 2. Recommended New site work should be based upon actual knowledge of the past appearance of the property found in photographs, drawings, and newspapers. Plant materials and trees in close proximity to the building that are causing deterioration to the buildings historic fabric should be removed. However, trees and plant materials that must be removed should be immediately replaced by suitable flora. Front yard areas should not be fenced except in cases where historic documentation would indicate such fencing appropriate. Fencing should be in character with the buildings style, materials, and scale. 3. Prohibited No changes may be made to the appearance of the site by removing major landscaping items, trees, fencing, walkways, outbuildings, and other elements before evaluating their importance to the property's history and development. Front yard areas shall not be transformed into parking lots nor paved nor blacktopped. The installation of unsightly devices such as TV reception dishes and solar collectors shall not be permitted in areas where they can be viewed from public thoroughfares. STAFF RECOMMENDATION: Staff accepts that the roof and roof components are deteriorated and necessitate major repair, and therefore favorably recommends approval. Staff requests the Commission remand authority to make minor decisions where contingencies exist and decisions needed acted upon with urgency. Written by Elicia Feasel Historic Preservation Administrator • 0 HISTORIC PRESERVATION COMMISSION OF SOUTH BEND AND ST. JOSEPH COUNTY County --City Building South Bend, IN 46601 http://www.southbendin. ov/governmentfdepartmenttcomrdunity-investment Phone: 574/235.9371 Fax: 574/235.9021 Email: hpcsbsjcCasouthbendin.gov Timothy S. Klusczinski, President A Certified Local Government of the National Park Service Elicia Feasel, Historic Preservation Administrator APPLICATION FOR A — CERTIIZCATE OF APPROPRIATENESS OFFICE USE ONLI>>>>>> 0 NOT COMPL)uTE ANY ENTRIES CONTAINED IN TRIS BOX«««0FF7CE USE ONLY Date Received: V CP I I S— Application Number:�— O 2 '2 o A 62- 2, 6 ; City of South Bend 227 W. Jefferson Blvd South Bend, IN 46601 Phone 5741233-7485 Fax 5741233-7531 ini-O@slatilerooting.com wmv.slatileroofing.com AND SHEET NIETAi., CO. INC. 1703 South Ironwood o South Bend, IN 46613 November 14, 2017 Phone: (574) 235-5931 Attn: Patrick Kerr Email: rwilkers@southbendin.eov Project Location: 115 Lafayette Blvd We wish to submit a bid on the project above using the following specifications: Complete tear off and re -roof using the Johns Manville (JM).060m1 TPO Rhino Bond system (See attached brochure) Scope of Work Preparation • Upon execution of contract, arrange a preconstruction meeting with the client and/or their representatives to discuss start date, special conditions, staging of material and waste containers, working hours and all other necessary information to proceed. • Secure all necessary building permits to proceed with project. • • Project is bid. as tax exempt. • Using a local licensed HVAC contractor, disconnect the existing roof top units. • Using our .crane, remove the units to the ground level to facilitate the deck replacement and installation of the new roofing system. • Upon completion of the roofing system, re -set the units and re -connect. • At the east wall where the spalled brick is located, mechanically attach new CDX plywood to provide a solid substrate for the new flashings. —--• Remove all existing crock tile coping caps. Install new wood blocking to receive the edge metal detail. Demolition • Remove the existing membranes, edge metals and all roof top flashings. All roofing debris will be disposed of following local rules and regulations at a properly licensed landfill. • Check for are replace if found, any bad decking with like kind and thickness at an additional cost of $2.75 per square foot for OSB/CDX decking (minimum. of 16 sq. ft.) and $3.40 per In. ft for 1" x deck boards and/or fascia (minimum of 8 In. ft.). Tongue and groove decking, roof joists and/or trusses will be billed on a time and material basis of $80.00 per man hour and material costs plus 20% markup for overhead and profit. Insulation Assembiv • At all drain locations, mechanically attach the JM Tapered Panels using the JM Rhino Plates and approved fasteners extending 4 feet in each direction to create a sump for better drainage. • Over the remainder of the exposed decking, mechanically attach 1 layer of JM 2" Polyisocyanurate insulation using the JM Rhino Plates and approved fasteners. R -Factor of 11.4. Established 1924 ROOFING — MASONRY RESTORATION —SHEET METAL • Page 2 of 3 Complete tear off and re -roof using the Johns Manville (JM) .060m1 TPO Rhino Bond system. Between the drain locations, mechanically attach the JM Tapered Panels to promote proper drainage to the drain sumps. Membranes and Flashings. • Over the insulation assembly, install the JM .060ml TPO field membrane, welding to the Rhino plates using the JM induction welder. • At all parapet walls, skylight, and unit curbs, fully adhere the JM .060m1 flashing membranes per manufacturers' specifications extending up and over the coping stone and the new wood blocking. • At all thru roof VTR's (vent to roof bathroom pipes), install the JM premanufactured pipe flashing details. Sheet Metal Flashings and Trim • Custom fabricate and install the JM Presto Tite edge metal detail at all parapet walls using .24ga Kynar coated metal. Color is optional to the owner from their standard color selections. Existing Skylights • Provide and install temporary heavy duty tarping to cover the skylights to insure a watertight condition for the roof assembly. Note: There is no warranty associated with the length of time • they will remain in a watertight condition. 'Vendeff Simmons Project Manager Slatile Roofing and Sheet Metal Co., INC Phone: 574-233-7485 Fax: 574-233-7531 Cell: 574-4.40-5925 Email: wendells@ latileroofina.com 0 • November 6, 2017 RE: Request for Quote for an Emergency Roof Repair The Director for the Department of Code Enforcement (the "Department") has determined that the structure at 115 Lafayette, South Bend is unsafe and hereby orders an emergency roof repair on this property. This order is issued under the Indiana Unsafe Building Law IC 36-7-9-9. • Randy Wilkerson Director C. J7 .Johns Manville 800-558-2162 www.metalera.com/johnsmanville Stone White Bone White Almond Sandstone Cityscape Charcoal Gray (Charcoal) Extra Dark Bronze Matte Black Brandywine (Burgundy) Terra Cotta IN 0 Regal (Cardinal) Red Sky (Military) Blue Regal (Interstate) Blue Teal Patina Green Dark Ivy Hartford Green Heml ick Green Tropical Patina Copper Penny (Classic) Silver Metallic 6a ..� ;. Cast Stone 0 Sand Stone ■�b� Champagne Metallic ■= Post -Painted *= xpress Premium Brown Stone ■ Lime Stone ■ r � J • • 24ga. 22ga..040" .050" .063" .080" .100" .125" Please ►• - Almond • • • • BoneWhite • • • • • Brandywine (Burgundy) • • • • Charcoal Gray (Charcoal) • • • • Cityscape Colonial Red • • • Dark Bronze • Darklvy • Extra Dark Bronze • Forest (Sherwood) Green • • • • • Hartford Green • • HemlockGreen • Mansard Brown • • • • Matte Black • • • Medium (Roman) Bronze • • • Patina Green • • Regal (Interstate) Blue • • Regal (Cardinal) Red • • • 81adc • Gear • Dark Bronze • • • Extra Dark Bronze • Chamnanna Mill Finish (3003-H14) • • • • • • 110 Copper 16oz&20oz. • 304 Stainless Steel 20 ga., 22 ga. & 24 ga. Galvanized Steel 20 ga., 22 ga. & 24 ga. Also available (additional charges may apply): • materials valspar • Stucco Stucco Embossed Sheets Metal -Era receives metal through multiple vendors. If a specific metal vendor is required for a project, please specify this at the time of order. These color reproductions are as accurate as modern printing technology will permit and may vary slightly from actual colors supplied. Finished color chip samples are available upon request. Customer is responsible for color selections chosen from printed literature. Kynar 500® based fluropolymer coating is a high- grade architectural finish offering excellent resistance to degradation caused by nature's elements and airborne contaminants. A limited thirty (30) year warranty is available on the prefinished coil -coated steel and aluminum colors shown. A limited ten (10) year warranty is included for post -painted Kynar-coated aluminum applications unless otherwise stated. A twenty (20) year warranty is also available only upon request at the time of order. Restrictions may apply; consult a sales representative for specific information. Standard anodized finishes that utilize a continuous coil anodizing process to provide excellent color consistency from piece to piece are available. However, shade variations may occur from coil batch to coil batch. Express Colors are not available as Express in .063" or thicker. Batch anodizing is also available. Due to shade variations that occur in the anodizing process, it is recommended that the contractor work with the architect or building owner to sort and install products in the arrangement best suited to the owner's preference. We are not responsible for shade variations inherent to the anodizing process. Kynar 500 is a registered trademark of Arkema, Inc. Valspar is a registered trademark of Valspar Sourcing, Inc. 02012. All statements herein are expressions of opinion, which by performance and testing are believed to be accurate and reliable, but are presented without guarantee or responsibility on our part. Statements concerning possible use of our products are made without any knowledge that such recommended uses may infringe any patent. No warranty, express or implied, other than that described in this literature, is made or intended. 01/13 Champagne Metallic • • • • Copper Penny (Classic) • • • *SilverMetallic ■ Brown Stone ■ Lime Stone • • • • • • • • • • • • • ■ Cast Stone • • • • ♦ • ■ Sand Stone • • • • • • 81adc • Gear • Dark Bronze • • • Extra Dark Bronze • Chamnanna Mill Finish (3003-H14) • • • • • • 110 Copper 16oz&20oz. • 304 Stainless Steel 20 ga., 22 ga. & 24 ga. Galvanized Steel 20 ga., 22 ga. & 24 ga. Also available (additional charges may apply): • materials valspar • Stucco Stucco Embossed Sheets Metal -Era receives metal through multiple vendors. If a specific metal vendor is required for a project, please specify this at the time of order. These color reproductions are as accurate as modern printing technology will permit and may vary slightly from actual colors supplied. Finished color chip samples are available upon request. Customer is responsible for color selections chosen from printed literature. Kynar 500® based fluropolymer coating is a high- grade architectural finish offering excellent resistance to degradation caused by nature's elements and airborne contaminants. A limited thirty (30) year warranty is available on the prefinished coil -coated steel and aluminum colors shown. A limited ten (10) year warranty is included for post -painted Kynar-coated aluminum applications unless otherwise stated. A twenty (20) year warranty is also available only upon request at the time of order. Restrictions may apply; consult a sales representative for specific information. Standard anodized finishes that utilize a continuous coil anodizing process to provide excellent color consistency from piece to piece are available. However, shade variations may occur from coil batch to coil batch. Express Colors are not available as Express in .063" or thicker. Batch anodizing is also available. Due to shade variations that occur in the anodizing process, it is recommended that the contractor work with the architect or building owner to sort and install products in the arrangement best suited to the owner's preference. We are not responsible for shade variations inherent to the anodizing process. Kynar 500 is a registered trademark of Arkema, Inc. Valspar is a registered trademark of Valspar Sourcing, Inc. 02012. All statements herein are expressions of opinion, which by performance and testing are believed to be accurate and reliable, but are presented without guarantee or responsibility on our part. Statements concerning possible use of our products are made without any knowledge that such recommended uses may infringe any patent. No warranty, express or implied, other than that described in this literature, is made or intended. 01/13 E E N N W �m W J E EQ 00 � r` F W E_ E O W O �Q �v E LL E N O v PRESTO-TITE FASCIA COVER PRESTO-TITE ANCHOR BAR JM S:.NGLE PLY SEALING MASTIC JM TPO MEMBRANE E E STAINLESS STEEL C11 2 FASTENERS 12" (304 mm) "v O.C. PROVIDED BY JM SLOPE TO DRAIN _ 1 ■ ME==_ WOCD NAILER SECURELY I ANCHORED TO DECK INSTALL MEMBRANE I DOWN OUTSIDE FACE OF WALL 1/2" (13 mm) BELOW NAILER FASTEN I 12" (304 mm) O.C. MAX. WITH APPROPRIATE FASTENERS I APPROVED WALL / SUBSTRATE THE PRESTO-TITE FASCIA SYSTEM SHOWN IS FOR SINGLE PLY ROOF SYSTEMS ONLY. JM TPO MEMBRANE FULLY ADHERED TO WALL WITH JM APPROVED MEMBRANE ADHESIVE (SEE DETAIL T -FW -M1) NOTES: 1. REFER TO JOHNS MANVILLE WEBSITE (www.jm.com) FOR MOST UP-TO-DATE INFORMATION. 2. PLEASE SEE SINGLE PLY FLASHING SPECIFICATIONS FOR A FULL DESCRIPTION OF INSTALLATION INSTRUCTIONS AND REQUIREMENTS WHICH ARE CONSIDEREE A PART OF THIS DETAIL. 3. ANY CARPENTRY OR METAL WORK SHOULD BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH LOCAL CODE REQUIREMENTS AND/OR PROJECT SPECIFICATIONS. THESE COMPONENTS SHOULD BE REVIEWED AND APPROVED BY A LICENSED DESIGN PROFESSIONAL. 4. REFER TO JM PRESTO TITE FASCIA INSTALLATION INSTRUCTICNS FOR PROPER FASTENING REQUIREMENTS T -FW -T3 NEW DETAIL N.T.S ' 1-2-15 PRESTO TITE FASCIA SYSTEM MEMBRANE TYPE: JM TPO MAXIMUM GUARANTEE TERM: 30 YEAR Johns Manville is a manufacturer information to yoi as a courtesy. anyone as a subs titute for profess code, contract, or applicable law. representations, indorsements o adequacy of the design of this bu ON SLOPED PARAPET of commercial roofing products and offers this general conceptual This complimentary assistance is not to be used or relied upon by sional engineering design and documentation required by building By accepting these comments you agree they do not constitute any f, or an assumptlon by Johns Manville of any liability for either the ilding or any other material not supplied by Johns Manville. johns Manville Features and Components Edge One Fascia system offers convenience and economical pricing to simplify projects and maximize profits. Our Edge One Fascia for single -ply roofs helps to protect the roof system against high wind events, saving the building from costly damage. The design eliminates the stripping in typical of other products, making Edge One Fascia fast and easy to install. Anchor Cleat 12' (3.7 m) lengths, 20 gauge (1.00 mm) formed galvanized steel, preslotted 12" (30.48 cm) o.c. with 6" (15.24 cm) wide stainless steel spring clips at 48" (1.22m) o.c. Fasteners: Stainless Steel #10 x 2" (5.08 cm) fasteners with hexago- nal head and driver bit are furnished. Masonry fasteners available upon request. Fascia Cover. Snap-On covers in 12'(3.7 m) lengths, available in 24 ga. (0.6 mm) steel and 0.040" (1.02 mm) aluminum, other metals available upon request. Factory "notched" to provide a 1" (2.54 cm) lap joint. Finishes: Steel and aluminum available in a number of standard Kynar®* 500 colors, aluminum also available in mill and anodized finishes. Custom colors available upon request Accessories: Factory -fabricated corners, overflow and spillout . scuppers, downspout sumps, radius and special angles, extenders and soffit clip systems are also available. "Kynar® is a registered trademark of Arkema, Inc. Component Lpsedahy Single Ply Type EM Style Face Height Coverage Dimension ME -40 V (102 mm) 2.875" (73 mm) ME -50 5" (130 mm) 3.875" 002 mm) ME -65 6.5" (168 mm) 5.375" 040 mm) ME -80 8" (206 mm) 6.875 (178 mm) Extended Face heights are also available, contact Customer Service at 800-445-1500 for additional information. System Compatibility This product maybe used as a component in the following systems. Please reference product application for specific installation methods and information. BUR ` APRt, 17MHA CA CA' HW HA CA HVII SA' .4 Do not use in Multi -Ply systems Compatible with all Single Ply systems Key: HA = Hot Applied CA = Cold Applied HW = Heat Weldable SA = Self Adhered MF = Mechanically Fastened FA = Fully Adhered BA = Ballasted Energy and the Environment Pre Crzumer trled'Cdnte_ . Contact Specialty Roofing Products at (800) 445-1500 Post -consumer R4-6y6led.Conte it ` Peak Advantage® Guarantee Information Covered under the JM Peak Advantage Guarantee when installed in a JM approved roofing system. Codes and Approvals FM APPROVED Face Height FM Ilb/ftz?f All/SPRh(lbJtt?} 4"-5 405 396 6.5"-8" 150 155 Refer to the Safe Use Instructions and product label prior to using this product. The Safe Use Instructions are available by calling (800) 922-5922 or on the Web at vww.jm.com/roofing. Instal lation/Appl ication JM flashing edge details have been created for this product and are available on im.com. Sizes/Dimensions/Finishes RS -6116 7-16 (Replaces 6-16) 12' (3.7 m) lengths, 20 gauge (1.00 mm) formed galvanized Ankto Cleat :i steel, preslotted 12" (30.48 cm) o.c. with 6" (15.24 cm) wide stainless steelspring lips at 48" (1.22m) o.c. Fastbners� �' #9 x 2" (5.08 cm) with hexagonal head, with furnished driver bit 12' (3.7 m) lengths available in any combination of the following gauges and finishes: Aluminum gauge: 0.049'(1.02 mm) pSCtaCpuar h� Steel gauge: 24 gauge (0.61 mm) �4x Aluminum finishes: Mill, Kynar 500, Clear or Colored Anodized Steel finishes: K nar 500 Spring Cl1ps . s 6" length, stainless steel 0i fig,'t6c"iKI Waukesha, WI RS -6116 7-16 (Replaces 6-16) Features and Components A high performance edge treatment for fully adhered or mechanically fastened single ply roof projects. Nonpenetrating design allows for vertical face attachment without penetrating the horizontal flange, and eliminates the need to strip -in the deck flange, eliminating potential delamination between the adhesive and metal deck flange due to thermal expansion and contraction forces. Provides maximum protection against wind uplift damage. Anchor Bars: 12' (3.7 m) lengths, extruded 6063-T6 alloy aluminum, preslotted 12" (30.48 cm) o.c. Fasteners: Stainless Steel #9 x 2" (5.08 cm) fasteners with hexagonal head and driver bit are furnished. Masonry fasteners available upon request. Fascia Cover. Snap-On covers in 12'(3.7 m) lengths, available in 24 ga. (0.6 mm) steel and 0.040" (1.02 mm) aluminum, other metals available upon request. Factory "notched" to provide a 1" (2.54 cm) lap joint. Anchor Bar Splice Plates: Provided compression gasket allows for thermal movement of the fascia systems. Finishes: Steel and aluminum available in a number of standard Kynar®* 500 colors, aluminum also available in mill and anodized finishes. Custom colors available upon request. Accessories: Factory -welded anchor corners, overflow and spillout scuppers, downspout sumps, radius and special angles, extenders and soffit clip systems are also available. *Kyner® is a registered trademark of Arkema, Inc. Component Specialty Single Ply Type EMI System Compatibility This product maybe used as a component in the following systems. Please reference product application for specific installation methods and information. ;..'- BUB _ PIPP`s SBS • r • r NA CA CA= HW , . • HA SA BA' Do not use in Multi -Ply systems Compatible with the selected Single Ply systems above Key: HA = Hot Applied CA = Cold Applied HW = Heat Weldable SA = Self Adhered MF = Mechanically Fastened FA = Fully Adhered BA = Ballasted Energy and the Environment R CofsUrf113fiecycleitftt ;:' Varies by cover material FASCIA COVER 12' • V ( 3.66 M) LENGTHS Varies by cover material 11/4^ JOHNSMANVILLE � ` 131.8 mm) NON -CURING SEALANT 12'(3.7 m) lengths, 4!'(102 mm), 5.5" (140 mm), 1 -JOHNS MANVILLE , Available in any combination of the following MEMBRANE 4" F,�sGt Ca1yp�' ; (101.6mm) ) " Steel gauge: 24 gauge (0.61 mm) 5112" Aluminum finishes: Mill, Kynar 500, Clear or Colored Anodized Steel finishes: K nar500 7" (1778 mm 7 09 X Y ( $0.8 mm) STAINLESS STEEL FASTENERS 11"I 304.8 mm ) O.C. 8112" 2NDR0W24•(6098mm)O.C. f7" 11778 mm) 881Ir(2159 mm)) (21 S.9 mm) (PROVIDED BY JOHNS MANVILLE) -1 V,_ [i1(TRUDED ANCHOR BAR Style Face Height Coverage Dimension PF -40 4" 002 mm) 2.76'(70 mm) PF -55 5.5" (140 mm) 4.25" 008 mm) PF -70 7" (178 mm) 5.75" (146 mm) PF -85 8.5" (216 mm) 7.25 (184 mm) Component Specialty Single Ply Type EMI System Compatibility This product maybe used as a component in the following systems. Please reference product application for specific installation methods and information. ;..'- BUB _ PIPP`s SBS • r • r NA CA CA= HW , . • HA SA BA' Do not use in Multi -Ply systems Compatible with the selected Single Ply systems above Key: HA = Hot Applied CA = Cold Applied HW = Heat Weldable SA = Self Adhered MF = Mechanically Fastened FA = Fully Adhered BA = Ballasted Energy and the Environment R CofsUrf113fiecycleitftt ;:' Varies by cover material P>ys CoitsumvrlfiecyCle,.pntent .. Varies by cover material Peak Advantage® Guarantee Information Covered under the JM Peak Advantage Guarantee when installed in a JM approved roofing system. Codes and Approvals FM APPROVED • FM Global 1-645 approved. • Meets ANSI/SPRI ES -1-2003 "Wind Design Standards" to a pressure of 290 Ib/ft2. Refer to the Safety Data Sheet and product label prior to using this product. The Safety Data Sheet is available by calling (800) 922-5922 or on the Web at wvvvv.im.com/roofing. Installation/Application Refer to JM applicator guides or detail drawings for instructions. Sizes/Dimensions/Finishes ghchirr bars ;. 12" (30.48 cm) wide, extruded 6063-T6 alloy aluminum, preslotted 1Z'(30.48 cm) o.c. Fast #9 x 2" (5.08 cm) with hexagonal head, with � ` furnished driver bit 12'(3.7 m) lengths, 4!'(102 mm), 5.5" (140 mm), tx 7" (178 mm), and 8.5" (216 mm) fascia heights , Available in any combination of the following gauges and finishes: F,�sGt Ca1yp�' ; Aluminum gauge: 0.040" (1.02 mm) Steel gauge: 24 gauge (0.61 mm) Aluminum finishes: Mill, Kynar 500, Clear or Colored Anodized Steel finishes: K nar500 h# 4 I I Closed cell compression gasket provided PIi�hgItxr7t(`4r Waukesha, WI RS -6031 10-14 (Replaces 8-13) • • • • • Figure 1- Clay the coping, existing Figure 2 — Clay the coping, existing Figure 3 — Parapet at front of building • L' • • • for snow removal. Replace spalled brick with compatible brick and tuck -point other sections of the wall as required. We anticipate about 8% to 12% brick replacement at this fagade and about 20% to 30% tuck -pointing. Replace damaged brick with compatible brick and tuck -point as required. We anticipate minor brick replacement at this facade and about 20% to 30% tuck -pointing. The window sills are limestone in fair condition. Remove all extraneous metal anchors and fill or repair holes. Provide window repair, replace broken 'glass and weather-stripping rehabilitation. West Facade (image below): This is the rear fagade of the building. The fagade consists of brick masonry ina running bond pattern with header courses every 711, row, with arched brick lintels over the double hung window openings at the basement, 1st, 2nd 3rd, 0, and 5th floors. The upper wall has a brick parapet. capped With a terra cotta "bell' coping and a. facetted terra cotta coping. The coping joints appear to be deteriorated and will need to be repointed With a flexible soft joint, or replaced with a metal coping for water control. The brick in fair shape and will require limited tuck pointing. We anticipate about 4% to 6% brick replacement at this fagade and about 20% to 30% tuck -pointing. The window sills are limestone in fair condition. Remove all vegetative growth (vines are presently actively growing on a portion of the lower west wall). Remove all extraneous metal anchors and. fill Or repair holes. Provide. Window repair, replace broken glass and weather-stripping rehabilitation, Note thatthis fagade does show signs of efflorescence. Providing a new roof, parapet and coping repair, sill repair and tuck -pointing should address this issue. K I L ARCHITECTURE PLANNING www.kil architecture.com 1126 LINCOLNWAY EAST SOUTH BEND I N 46601 (574) 288.2654 VOICE 289. 2420 FA X STAFF REPORT • CONCERNING APPLICATION FOR A CERTIFICATE OF APPROPRIATENESS Date: March 9, 2018 Application Number: 2018-0306A Property Location: 50106 Bittersweet Trail Architectural Style/Date/Architect or Builder: L-Plan/Italianate/1877/William C. Kownover Farm Property Owner: David A. Visser Landmark or District Designation: Local Landmark, Ordinance No. 117-76, amended 11-1987 Rating: Outstanding DESCRIPTION OF STRUCTURE/ SITE: The Kownover farmhouse is a 2'/2 story brick house with asphalt shingle roof and stone foundation. 2/2 wood windows with segmental arches, with keystones, brick heads, and stone sills, and two bay windows on the front. A portico with flat roof supported by square wood columns covers the front entrance. The property has a summer kitchen of brick to match the house, and a large gable -roof barn. ALTERATIONS: Original bay windows roofs have been replaced with higher pitch and wood shakes. Aluminum storm windows have been added. There is a small addition to the rear of the house. Between May 2012 and December 2014, the front portico was removed without a COA. The barn was taken down in 2014 without a COA. Green space at site of former barn has been developed with a stone wall built of original barn foundation stones. COA 2017-0403A approved installation of egress window on north side of house and landscaping to screen window and adjacent A/C unit, creation of dumpster pad along south side of drive adjacent to road, to be enclosed with fence, gates, and evergreens, and extension of gravel driveway. COA 2017-0501 approved installation of 6'H dog-ear wood stockade panels along north property line. Appropriate shade tolerant plants and/or junipers to be • installed as necessary. COA 2017-1204A was tabled indefinitely by the Historic Preservation Commission — the absence of a decision on the application resulted in the issuance of an approved COA on January 18, 2018. APPLICATION ITEMS: "Windmill installation (See Attached)." DESCRIPTION OF PROPOSED PROJECT: Applicant seeks approval for the installation of an approximately 40' windmill of unknown manufacture. Applicant is in dialogue with two individuals regarding purchasing their vintage windmills. Photographic evidence indicates the presence of a windmill at the site, set either to the east or the west of the former barn. The manufacture and height of the original windmill at this site are unknown at this time. PRESERVATION SPECIALIST REPORT: STANDARDS AND GUIDELINES: Group B A. Maintenance The maintenance of any historical structure or site shall in no way involve any direct physical change except for the general cleaning and upkeep of the landmark. The Commission shall encourage the proper maintenance of all structure or sites. B. Treatment Treatment shall be defined as any change of surface materials that will not alter the style or original form. Such improvements include re- roofing, glazing, or landscaping lawns and may involve a change that can potentially enhance or detract from the character of the landmark. A treatment change of any surface whether on the landmark or in its environment may require a Certificate of Appropriateness if it significantly alters the appearance of the landmark. Although these kinds of changes may not require a Building Permit, a Certificate of Appropriateness may be necessary. The commission should review the proposed treatment for character and style consistency with the original surfaces. C. Renovation and Additions Renovation is the modification of a structure, which does not alter the general massing while an addition, is a change in mass. A • modification, which involves the removal of a part of the landmark, should be considered under demolition (see demolition). Additions to landmarks should not detract from the original form and unity of the landmark and should not cover singular examples of architectural detail. Additions to landmarks should be added in a manner that does not disrupt the visible unity of overall appearance of the site. The proportions, materials and ratios of the existing structures should be carried through in the additions. Care should be taken not to change or alter the following: 1. Structure—Necessary structural improvements, where safety demands should be accomplished in such a way as to cause minimal visual change to the original style and construction. 2. Material—Additions and improvements involving any new material in the landmark should be of the same material as the original. It should be the same size and texture. An alternative material may be allowed if it duplicates the original. a. wood—all wood trim should conform with existing trim in shape and size. is b. siding materials the Commission discourages the covering or alteration of original materials with additional siding. Structures already sided with incompatible materials should be returned to a siding similar to the original when renovation is considered. D. Demolition Historic landmarks shall not be demolished. When a landmark poses a threat to the public safety, and demolition is the only alternative, documentation by way of photographs, measured drawings, or other descriptive methods should be made of both the exterior and interior of the landmark. The person or agency responsible for demolition of the landmark shall be responsible for this documentation. E. Moving The moving of landmarks is discouraged, however, moving is preferred to demolition. When moving is necessary, the owner of the landmark must apply to the Commission for a Certificate of Appropriateness. F. Signs No neon or flashing signs will be permitted unless they are original to the structure. Billboards and super -graphics will also be disallowed. Only one appropriate identifying sign will be permitted per business. G. Building Site and Landscaping 1. Required Major landscaping items, trees, fencing, walkways, private yard lights, signs (house numbers) and benches which reflect the property's history and development shall be retained. Dominant land contours shall be retained. Structures such as: gazebos, patio decks, fixed barbecue pits, swimming pools, tennis courts, green houses, new walls, fountains, fixed garden furniture, trellises, and other similar structures shall be compatible to the historic character of the site and neighborhood and inconspicuous when viewed from a public way. 2. Recommended New site work should be based upon actual knowledge of the past appearance of the property found in photographs, drawings, and newspapers. Plant materials and trees in close proximity to the building that are causing deterioration to the buildings historic fabric should be removed. However, trees and plant materials that must be removed should be immediately replaced by suitable flora. Front yard areas should not be fenced except in cases where historic documentation would indicate such fencing appropriate. Fencing should be in character with the buildings style, materials, and scale. 3. Prohibited No changes may be made to the appearance of the site by removing major landscaping items, trees, fencing, walkways, outbuildings, and other elements before evaluating their importance to the property's. history and development. Front yard areas shall not be transformed into parking lots nor paved nor blacktopped. The installation of unsightly devices such as TV reception dishes and solar collectors shall not be permitted in areas where they can be viewed from public thoroughfares. Go STAFF RECOMMENDATION: Staff recommends approval based upon the Standards and Guidelines and the photographic evidence of a windmill previously situated on this property. Written by Adam Toering Historic Preservation Specialist Approved by Elicia Feasel Historic Preservation Administrator 0 • w ; �I E a \PEACE x x a65 • HISTORIC PRESERVATION COM USSION OF SOUTH BEND AND ST. JOSEPH COUNTY County --City Building, South Bend, IN 46601 http://www.southbendirLgov/govemmenttdeparbuent/community-investment Phone: 574/235.9371 Fax: 574/235.9021 Email: hpcsbsjc@southbendin.gov Timothy S. Klusczinsld, President A Certified Local Government of the National Park Service Elicia Feasel, Historic Preservation Administrator APPLICATION FOR A — CERTIFICATE OF APPROPRIATENESS OFFICE USE ONLri»»>DO NOT COMPLETE ANY ENTRIES CONTAINED IN THIS BOX«<<<<0FFICE USE ONLY Date Received: �� Application Number: 2-m S — O3 q Past Reviews: YES (Date of Last Review) ❑ NO Staff Approval authorized by: Historic Preservation Commission Review Date: EglLocal Landmark ❑ ❑ National Landmark ❑ Local Historic District (Name) National Register District (Name) Title: Certificate Of Appro rzateness: Denied ❑ Tabled ❑ Sent To Committee ❑ Approved and issued: Address of Property for proposed work: -Sato& (Street Number— Street Name—City—Zip) 3V Name of Property Owner(s): V iSSL . Phone #: 5-7 Y.77L, t O5 r Address of Property Owner(s): v2 $t; �% f-/ L b Cr (-p W1^4-2 i!Li 7c.4 hir D11.7— (Street Number—,Street Name—City—Zip) Name of Contractor(s): Contractor Company Name: Address of Contractor Company: Current Use of Building: Phone #: (Street Number—Street Name—City--Zip) (Single Family—MultiFamily—Commercial--Government Industrial—Vacant—etc.) Type of Building Construction: 6141 ck' (Wood Frame Bricker'tone—Steel—Concrete—Other) Proposed Work: MaMa-KindElLandscape New?) � Replacement (not in-kind) ❑ Demolition (more than one box may be checked) 1 Description of Proposed Work: JAIIA1 YKI LL. , *Ownere-maff: l " �� , n r Contractor e-mail: X and/or X Signature of Owner Signature of Contractor Windmill Goal: We wish to install a windmill on the Kownover Farmstead property. Rationale: To enhance the character to the property, meeting our main goal of continually, but reasonably, striving to restore the property. Location discussion: Undated photo of original barn showing windmill One historic photo in my possession shows a windmill on the original farm. I presume the location of this windmill to be to the east of the location of the now -non-existent barn. The aesthetic location of the windmill I propose is just to the east of the green space formerly occupied by the barn. This places it clear of any toppling threat, clear of any power lines, and presents a central location to the property near the silo for a vintage farm presentation. Construction of the original windmill vs. what is proposed: The detail of the photograph doesn't clearly discern what the windmill was made of, but it may likely have been wood. It appears to be about 40' based on the known height of the original barn. • Characteristics of the right windmill/process: I will only consider a reasonably cosmetic (but having historic pedigree and showing age), safe in structure, non -disturbing (sight and sound) windmill. Installation must be secure and ground access reasonably restricted for safety. Chicken or the egg?: I need to know the commission's opinion on if there is a way to gain approval in theory, principle, and by plan, even if not having a particular windmill in -hand. These items are not common on the market. As well, I wish to reassure that I will not select just any windmill — Not knowing when a windmill becomes available and knowing the process necessary for approval, I have been conflicted about how limited I may be for final decision on purchasing one. • A Windmill that is available: I have placed ads for antique windmill wanted. I have received only 1 response in 6 months, and I would like to consider it. It is is located in northwest Indiana on a farm. It is standing and although not connected to a well, it has rotating functionality. The owner says the farm is nearly 100 years old and it could be original. See photos. I am in discussions with the seller regarding pricing and the removal process. I am also arranging a team such that if approval is obtained, that we can retrieve it and install it on the property. Windmill in northwest Indiana available Close up of the base detail (angle iron) • 0 0 r - Ll • Elicia Feasel • From: dviss830@comcast.net Sent: Tuesday, March 6, 2018 12:35 PM To: Elicia Feasel Subject: RE: Windmill Attachments: Windmill location mock-up jpg I have attached a not -to -scale mock-up. You can go to Googlemaps to see real appearance for comparison if I messed it up too much. The photo I refer to is in the document I gave you (page 1 upper right, I think). I truly believe the location I am suggesting meets criteria of aesthetics, freedom from tree encumbrances, access for installation, safety (distance from property lines is maximized), and aside from it perhaps being the true original location, it would be an amazing scene when looking from the house to the windmill with the silo to its left and the green space and arbor to its bottom right with the pasture behind it! Thank you for your consideration. Dave On March 6, 2018 at 12:07 PM Elicia Feasel <efeasel@southbendin.gov> wrote: That would be perfect. Thank you. From: dviss830@comcast.net [mailto:dviss830@comcast.net] Sent: Tuesday, March 6, 2018 10:18 AM To: Elicia Feasel <efeasel@southbendin.gov> Subject: Re: Windmill Yes, I will write something as an overlay on a google map aerial. David • On March 6, 2018 at 9:34 AM Elicia Feasel <efeaseI@south bend in.eov> wrote: Hi David, Would you be able to send a site plan that includes the speculated location of the original windmill and the proposed location of the new windmill? Doesn't need to be to scale and can be sketched (hand drawn). Elicia Feasel Historic Preservation Administrator Department of Community Investment (574) 235-7672 efeasel@southbendin.eov City of South Bend 227 W. Jefferson Blvd., Ste. 1400 South Bend, IN 46601 IMPORTANT NOTICE! This E -Mail transmission and any accompanying attachments may contain confidential information intended only for the use of the individual or entity named above. Any dissemination, distribution, copying or action taken in reliance on the contents of this E -Mail by anyone other than the intended recipient is strictly prohibited and is not intended to, in anyway, waive privilege or confidentiality. 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If verification is required, please request a hard -copy version. 0 Figure 1-- Undated file photo of house with windmill. r� J C� STAFF REPORT • CONCERNING APPLICATION FOR A CERTIFICATE OF APPROPRIATENESS Date: March 9, 2018 Application Number: 2018-0309 Property Location: 1312 Lincoln Way East Architectural Style/Date/Architect or Builder: Queen Anne / Free Classic / 1901? / La Pierre House Property Owner: Ryan Lynch and Anne Marie Pelino Landmark or District Designation: Lincoln Way East Local Historic District, Ordinance #7343-84 Rating: Contributing DESCRIPTION OF STRUCTURE/ SITE: This two-story square Queen Anne / Free Classic sits on a brick foundation. The walls are clapboard with corner boards. There is a bell flare in the shingled gables end over a molded lintel course and an eyebrow arch a over tall louvered attic vent. The roof is cross -gabled with returns, boxed eaves and simple frieze -boards. Carved brackets are under the projecting tympanum. The chimney is centrally located. A two-story shed addition is at the rear. An elevated wood porch with offset entry — has a molded wooden lintel and open wooden balustrade. Windows are wood 1/1 double -hung sashes. A casement is on the east fagade with "Prairie glazing". A three -faced bay window is on the west fagade. Windows have molded entablatures. ALTERATIONS: The house was extensively restored between 1983 and 1985. COA 1986-0402 allowed for the re -roofing of the house with asphalt shingles (in-kind). COA 2006-0125 allowed for the re -roof of the entire house with architectural shingles and installed a new step and pipe boot flashings. • APPLICATION ITEMS: 1. "Replacing all windows and sashes with custom built in-kind windows and sashes. Windows need to be replaced lead free building components per the St. Joseph County Health Department. 2. Replace front door casing with in-kind lead free building components per St. Joseph County Health Department." DESCRIPTION OF PROPOSED PROJECT: Applicant seeks a Certificate of Appropriateness for two projects: 1. Remove and replace twenty-one (21) windows with Double Hung thermopane replacement window units in white by Midway (Classic Model), with 3/4" strength glass, Low -E Argon gas filled sashes with warm edge technology. 2. Replace the front door with a left -swing Mastercraft ® ME -214 Memphis 36" wide by 80" high primed white steel rectangular Top -Lite Prehung exterior door (a second door option was also included in the application packet). On December 7', 2017, Whitney Griffin of the St. Joseph County Health Department supplied Risk Assessment Report #RA000012500 to the property owners of 1312 Lincoln Way East regarding the lead risk assessment that was conducted at that address on October 20t'', 2017. In compliance with Indiana Administrative Code Title 410, IAC 29 Reporting Monitoring and Prevention of Lead Poisoning, lead hazards identified therein were to be remediated within sixty days of the receipt of the report. All hazards not completely remediated within (180) days of the notice are to be referred to the county attorney for legal action. The 28 -page report (with additional images and schematics) indicates the location, specific building component, laboratory test results, remediation options, and instructions for each hazardous area identified. For reference: 60 days after the receipt of the risk assessment would be February 5, 2018. 180 days after the receipt of the risk assessment would be June 5, 2018. The report finds elevated levels of lead throughout and outside of the house, and necessitates that the homeowner pursue interim and/or abatement measures, including: A. Windows INTERIM CONTROLS: 1. Remove all chipping and peeling paint, stabilize paint. ABATEMENT: 1. Completely replace components with a lead free building component, as noted below. 2. Encapsulate the component with a paint encapsulant. • B. Door INTERIM CONTROLS: 1. Remove all chipping and peeling paint, stabilize paint. ABATEMENT: 1. Completely replace components with a lead free building component, as noted below. 2. Encapsulate the component with a paint encapsulant. 3. Enclose the component with a barrier completely preventing access. `Noted below' in the original text indicates the manner and means through which lead -safe work practices should be executed. SITE VISIT REPORT: February 21, 2017 At approximately 5 pm I met with the owners of the property located at 1312 LWE at the property. They had informed me of the desire to change out windows, repair the front porch, and paint the exterior of the property this year. Starting with the porch; the decking is rotted in the main traffic area between the steps and the front door. Patch repairs have been made just to improve approach, but a tear off needs to happen and new material installed to increase safety. The railings have been toe -nailed into place with some repairs as well. The railings are currently 2x4 with 2x2 spindles. The railings need to be replaced with rails that have proper design to allow water to roll over and off and clearance for water to run off of porch. The paint which is only a few years old is peeling considerably all on its own. There are no vents on either the faces of the house nor the soffits. Areas of the cedar shake closer to the peaks are curling off the house as a result of this lack of ventilation. The windows are in varied condition of wear and repair. Eight (8) of the exterior sills are rotted completely • through. I can bare handed squeeze them and they come apart. Due to the failure of the window sills the jambs and frames are need of structural repairs. Six (6) non -original windows on the rear and west side of the house were improperly installed and fitted poorly. Most (75%) of the upper sashes in the main and second floor (original windows) are in repairable shape although painted shut and slipped down. Unfortunately, most of the bottom sashes, and sills are dry rotted and should be replaced. The majority of the windows are deteriorated beyond repair as a result of the failed sills, deteriorating jambs, and structural adjustments that need to be performed to the frames themselves. Steve Szaday Preservation Inspector STANDARDS AND GUIDELINES, LINCOLN WAY EAST: (D) GUIDELINE COMPONENTS Statements within the guidelines which specify the requirements and recommendations for the preservation of the characteristic relationships of the various features which are of significance to the appearance of the Local Historic District. "Shall" is defined as an expression of something that is mandatory or must be done. "Should" is defined as an expression of obligation, something that ought to be done but that is open to compromise. II. EXISTING STRUCTURES A. Building Materials Wall materials in the District range from brick, clapboard, decorative shingles and asphalt and asbestos siding to aluminum siding. In the majority of cases the aluminum siding has been applied over the original clapboard. Required Original exterior building materials shall be retained. Deterioration of wood materials shall be prevented through repair, cleaning and painting. The existing or original architectural detail around windows, porches, doors and eaves should be retained or replaced by replicas of the same design and materials when deteriorated beyond repair. Masonry structures shall be maintained, repointed and properly cleaned when necessary. Masonry shall be cleaned only when necessary to halt deterioration or to remove stains and shall be done with the gentlest method possible, such as low-pressure water and soft natural bristle brushes. No chemicals, sandblasting or other invasive methods may be used to clean historic buildings. Stucco surfaces shall be maintained by cleaning and repainting when necessary. When repairing Stucco, a stucco mixture shall be used. Recommended Whenever possible, the original building materials should be restored. Aluminum or vinyl siding may be used when it is the only feasible alternative to maintaining the original surface material. When used on wood surfaces, this siding should be the same size and style as the original wood. However, it must be noted that such material can contribute to the deterioration of the structure form moisture and insects. Mortar joints should be repointed only when there is evidence of moisture problems or when sufficient mortar is missing to allow water to stand in the mortar joint. Existing mortar shall be duplicated in composition, color, texture, joint size, method of application and joint profile. It is emphasized that, prior to initiating any restoration or rehabilitation effort, the property owner contact the Historic Preservation Commission of South Bend & St. Joseph County at 125 Lafayette, South Bend. The Commission is an invaluable source of information • about all facets of rehabilitation and restoration. C. Windows and Doors Window and door frames, in nearly all cases, are wood. Brick structures have stone sills and brick lintels. Where metal or vinyl siding has been applied, window trim has been covered. Storm windows are of wood or aluminum. Windows are typically wood double -hung or metal casements. Required Existing or original windows and doors shall be retained including sashes, lintels, sills, shutters, decorative glass, pediments, hoods and hardware. When deteriorated beyond repair, they shall be replaced with units and trim resembling the original or existing. Recommended Wood frame storm windows and doors painted to match the original should be used but should not damage existing frames and should be removable. If new sashes or doors are installed, the existing or original materials, design and hardware should be used. When metal storm windows and doors are used, they should be painted, anodized or coated to match the existing. When awnings are used they should be of canvas material. Prohibited Original doors, windows and hardware shall not be discarded when they can be restored and re -used in place. New window and door openings which would alter the scale and proportion of the building shall not be introduced. Inappropriate new window and door features such as aluminum insulating glass combinations that require the removal of the original windows and doors shall not be installed. Not Recommended Awnings, hoods and fake shutters made of metal, vinyl, or fiberglass should not be used if they would detract from the existing character or appearance of the building. VI. ENFORCEMENT PROCEDURES Enforcement of the preservation guidelines for the historic district is made possible in the Zoning Ordinance of South Bend, ordinance No. 5565-73. The Historic Preservation Commission shall issue a Certificate of Appropriateness before commencement of any construction, reconstruction, alteration, demolition or moving of any house or structure within the historic district boundaries (see Appendix A). This ordinance, however, does not prevent the ordinary maintenance and repair of any building or structure which does not involve a change in any exterior feature, nor does it prevent the reconstruction, alteration, demolition or moving of any building or structure which the Building Commissioner or other official has determined to be a hazard to public safety. The Historic Preservation Commission will accept applications for Certificates of Appropriateness only from the property owner. Property owners wishing to do, or have done, any work affecting the exterior of their building or land must apply directly to the Historic Preservation • Commission on the form prescribed by the Commission (see Appendix A). The Commission will review the application and either issue a Certificate of Appropriateness or else deny the application, stating in writing the reasons for such denial. Upon such denial, the applicant may appeal to the Common Council. In making its determination, the Historic Preservation Commission shall consider three factors: first, appropriateness of the proposed work to the preservation of the building and district, second, the detriment to the public welfare if the proposed work is permitted even though it is not deemed appropriate, third, the potential hardship that the denial of the Certificate of Appropriateness would cause the applicant Where the Historic Preservation Commission deems it necessary, the commission may petition the Common Council for a temporary delay in the issuance of the required permit(s) for proposed construction, reconstruction, alteration, demolition or moving for the purpose of preparing an historic preservation plan for a building or district. Such a request shall be for a specified period of time. In no case may the delay granted by the Common Council exceed one (1) year, but the commission may petition the Common Council for a continuance of any such delay in accordance with the same procedure as for the initial petition. The Historic Preservation Commission may petition the Building Commissioner to use the legal means available to him / her to force the maintenance and / or repair of any building or structure within the historic district in accordance with the intent of this ordinance. STAFF RECOMMENDATION: Staff accepts the windows have deteriorated beyond repair and necessitate replacement, and therefore favorably recommends the overall purpose of this application. The Standards and Guidelines state that if "new sashes and doors are installed, the existing or original materials, design, and hardware should be used." Staff interprets this as stating that wood should be used in lieu of some alternative material, and would request that wood window products be researched by the property owner. Staff requests the Commission remand authority to Staff to approve alternative wooden windows options, were the applicant be amenable to pursuing alternatives. Were those alternatives found to be cost prohibitive for the applicant, staff would recommend approval of the project as submitted. Staff recommends that the diamond pattern "Prairie glazing" window be retained. Written by • Adam Toering Historic Preservation Specialist Approved by Elicia Feasel Historic Preservation Administrator O O .7 • LJ • HISTORIC PRESERVATION COMMISSION OF SOUTH BEND AND ST. JOSEPH COUNTY County ---City Building, South Bend, IN 46601 http /howW.soutlibendin.gov/government/deprat11574/235ti9021y-iiivestinent Phone: 574/235.9371 x Email: hhcsbsjc a southbendin.gov lilicia Feasel, l lislode Preservation Adminish•alm Tin3othy S. Killsezinsid, Presidenl A Certified Ideal Government of the National Padc Setvice APPLICATION FOR A — CERTIFICATE. OF APPROPRIATENESS OFFICE. USB ONL)1-»»>DO NO"' COHIPLETE ANY ENTRIES CONTAINED 1N THIS I30J►«««OFFICE. USB ONLY Date lleceived:Z Z g Z C 1 $ Application Mrmber: 2G�___ ' O � ❑ NO Past Reviews: YES (b(le of Last Review) Title: Sdrff Approvrr► authorized by: Historic 1'reservation C:ornn3ission Review Date: ❑ Local Laodolark ❑ National Landmark Certificate Of Appr•o rriatencss: Denied ❑ Tabled ❑ Local Historic District (Na►ee) __ ❑ National Register District (Name) ❑ Sent To Committee ❑ Approved and issued: Address of Property for proposed work: 1312 LInCOIrlWay E South Bend 46613 (.Streel Nmnber,9reel Naive—City—Zip) Name of Property Owner(s): AnneMarie Pelino/ Ryan Lynch Phone#• 773-827-1699 Addressor Property Owner(s): 1312 Lincolnway E South bend 46613 _ (8treet Nnntbei--,;Ireel Nonre—City—Zip) Name of contractor(s): Hoosier Siding & Construction I'l3orre #: 574-674-5599 Conk actor Company Nunct Hoosier Siding & Construction Address of Contractor Company: 30471 Old US 33 Elkhart 46516 (.Street Number—Street Narne--city—Zip) Current Use of Building: Single family Home - (Single Family—Adrdli-Family—Cnntmer•cinl—Covetnnrenl-111dtrslriul—Vuceual—cue.) Type of Building Construction: Wood Frame - (Woad Frcn»e-13r1c%Sone—Steel—Crnacrele-0lhei) Proposed Worlc: ❑In -Kind � Landscape 0 New ❑ Replacement (not In -/cinch ❑ Demolition (inure Ihun one box maY be checked) Replacing all windows and sashes with custom built in-kind windows and sashes. Descriptionof Proposed Worlc: and casing with in-kind load Iron building components per SI Joseph county need to be replaced lead free building components per the SI Joseph County Health Department.. Replace Front door .-. .. .�. _ L^:w11.. fi_"ii. moi. T•'f Health Department. ap0082@aol.com and/or Contractor c -mail: hoosiersiding@aol.com Owner X and/or X Signature of Owner Signature of Contractor 13y signing this npplicalion I agree to abide by all local regulations related to project and 10 obtain a Building Department Pcrmil, if applicable. U • • X T i? 1 (ONSIRU(TIDN- Submitted To: Name: Ran & Anne Pelino Address: 1312 Lincohrki ay East City: Southbend State: Indiana Phone: 773-827-1699 Work: WORK TO BE PERFORMED AT: Street Same City: Southbend Phone (574) 674-5599 Fax (574) 6om L : -i4-5749 Email - s rAiding r— .11 1hP lahnr neceeeary for the completion of: ( House Only) We here by propose to rut7usu nu utc umtciiam auu I`— ....... ...... __---, - , All new windows to be solid vinyl built, Double Hunt; , thermo ane ---"cement window units In White BY Midway , Model Classic with 3/4" Siren h glass, Low -E Argon as filled sashes with warm edge technology, spacer foam filled frame(optional)half screen, inte rated lift rails, re- inforced lap lock lift rails, balance covers, positive slope sill, 4 -point fusion weld sash & main frame, stainless steel constant force balancers, beveled exterior frames and tilt in shahs on double hung. Installation Description & Location as Follows A. Remove & Dispose old sashes B. Remove & Dispose vinyl Tracking inserts C. Install new fiberglass insulation to all iambs D. Install 21 new double hung window units Price is current untill March 2017 ----------------------- ---- ---------------- --- ---- --------- —---- _------ _> $ 5,146.94 Any alternation or deviation from the above specifications involving extra cost will be executed only upon written orders, and will become an extra charge over and above the estimate, all agreements contingent upon strikes, accidents or delays beyond our control, owner to carry fire, tornado and other necessary insurance upon above work. Workman's compensation and Public Liability Insurance on above work to be taken out by Erie Insurance In event of non-payment persons signing below will be responsible for all attorney fees, courts costs, and any collection fees. All material is guaranteed to be as specified, and the above work to be performed in accordance with the drawings and specifications submitted for above work and completed in a substantial workmanlike manner. PAID IN FULL UPON COMPLETION JOB INCLUDES: * Building Permit *Yard Clean Up Date: CK NO# *Sales Tax *Trash Removal Total Amount: All jorkmansbip Guaranteed for 3 Years. Down Payment: Balance: Respectfully submitted Date: 02/14/2017 Per HOOSIER SIDING & CONSTRUCTION, INC. NOTE: - This proposal may be withdrawn by us if not accepted within 90 days. ACCEPTANCE OF CONTRACT The above prices, specifications and conditions are satisfactory and are hereby accepted. Hoosier Siding & Construction, Inc. is hereby authorized to do the work as specified. Payment will be made UPON COMPLETION. The persons signing this contract warrant that they tire the owners of the real estate where the work is to be performed and that there are no liens or mortgages on that real estate except Accepted: Signature: Date, Signature: Product Details Mastercraft0 ME -214 Memphis 36" W x 80" H Primed White Steel Rectangular Top -Lite Prehung Exterior Door -Left Inswing Illlll 4 t VISUALIZE - Tr119 PnebUCT ! ADD TO CART _'+' ADD TO LIST Variations Left Hand Select door swing (2) Description More Menards® SKU: 4142025 The fabulous Memphis Collection from Mastercraft® Is influential and stylish. The glass Insert features clear bevels, narrow reed and stream glass enhanced by zinc ?Yt�'Cerj Door , • 9 Mastercraft©1-9 32"W x 80" H Primed Steel 15 -Lite Prehung Exterior Door with Grilles -in - Airspace - Right Inswing q a G lx fiV ODU. A 00, te ADD TO CART _+ ADD TO LIST Variations 32'Wx60'H Select nominal size (2) Right Hand Select door swing (2) • Description More Y County Health DepaRment L disease, injury and disability for all St. Joseph County residents" • d a w ,dy t (1 %t, m x962 r i y � Luis N. Galup, M.D. Health officer Nicholas G. Molchan, R.E.H.S. Administrator Z)1. josepn County Health DepaRment Promoting physical and mental health and facilitating the prevention of disease, injury and disability for all St. Joseph County residents" • Dale D. Deardorff, M.D. President, Board of Health ,dy t (1 %t, Karen D. Davis, M.D, Vice President, Board of Health i ORDER OF ABATEMENT December 8, 2017 Anne Marie Pelino & Ryan Lynch 1312 Lincoln Way East South Bend, IN 46613 RE: Lead-based paint hazards at 1312 Lincoln Way East, South Bend, IN 46613 Dear Sirs; On October 20, 2017, an Environmental Health Specialist from the Health Department conducted a lead risk assessment at the address shown above. Our investigation found deteriorated lead based paint on the interior and exterior of the home. Risk assessment results and remediation options are attached. The current condition of the home is a threat to public health because lead poisoning can cause permanent health problems in children, including brain damage, learning disabilities, behavioral problems, and liver and kidney damage. In extreme cases, seizures and death can occur. This condition is a threat to the health of the children living at or visiting the residence. The Health Department would like to help you eliminate these hazards, but ultimately the responsibility for eliminating them is the property owner/s. Many lead hazards may be easily corrected. Often, all that is needed is a good cleaning and a fresh coat of paint. The Health Department can give you technical advice to help you deterinine your property's needs. We can also loan you a HEPA vacuum. Indiana law requires that the Health Department provide you with options for eliminating the lead hazards and that you eliminate the hazards within 60 days of receiving the risk assessment results. The condition in your home violates the following laws: • Indiana State Department of Health Rule 410 IAC 29 which addresses preventive procedures for lead poisoning. • Indiana Code 16-20-1-25 which addresses threats to public health. • Indiana Code 16-41-20-1 which addresses dwellings unfit for human habitation. Please send all electronic correspondence for the Environmental Health Division to envirohd@co.st•joseph.in.us Environmental Health Division • 227 W. Jefferson Blvd. • 9u, Floor • South Bend, IN 46601-1870 • Phone (574) 235-9721 • Fax (574) 235-9497 L� • You are hereby directed to correct this condition by performing the following: • Keep all children away from all deteriorated paint. • • Have the lead hazards identified in the risk assessment corrected within 60 days of the date of this letter. • Have the Health Department complete a visual inspection and clearance examination of the property within 10 days of completing the corrective action. • Contact the Health Department about your corrective action plans within 7 days of the date of this letter. Failure to complete the required activities by the assigned completion date would be a violation of the laws identified above and may subject you to legal action which may result in penalties and other actions. Please be advised that the Indiana Attorney General will prosecute property owners who ignore the orders of the Health Department and continue to put children's health at risk. You may not have been aware of the seriousness of this issue. Thank you for your cooperation and your continued efforts to help protect the health of children. If you have any questions concerning this Order of Abatement, please contact Whitney Griffin at (574) 245-6755. Sincerely, eLinda J. Mauller Linda Health Director File: 1.I0.3.4 Pelino & Lynch Certified: 9171-9690-0935-0160-1829-71 • Please send all electronic correspondence for the Environmental Health Division to envirohd@co.st-joseph.in.us Environmental Health Division • 227W. Jefferson Blvd. • 9th Floor - South Bend, IN 46601-1870 • Phone (574) 235.9721 • Fax(574)235-9497 Luis N. Galup, M.D. Health Officer Nicholas G. Molchan, R.E.H.S. Administrator St. Joseph County Health Department ,promoting physical and mental health and facilitating the prevention of disease, Injury and disability for all A Joseph county residents' Additional Information Dale D. Deardorff, M.D. President, Board of Health Karen D. Davis, M.D. Vice President, Board of Health • All components listed on pages 5-6 of the report should be painted, covered, or replaced. • There are encapsulating paint/primers on the market that can be used on surfaces that are in good condition. Encapsulants will put a long-lasting barrier over lead paint. • Please assume all non -vinyl windows on the interior and exterior of the home are positive. • It's safe to assume the interior components between the interior and exterior window sashes are positive as well. Most of these areas were not tested during the risk assessment. If the window opens these areas will have to be rernediated. • All painted surfaces in the home are not tested during a risk assessment, therefore you must use assumption. If one component is tested in a room and found deteriorated and positive, the owner should assume that any deteriorated paint on similar components in the room share a common paint history and present the same hazard. For example, if one door casing in Bedroom 1 tests positive, it's safe to assume any other door casings in the room are positive as well. • A test on a "sub" component should be treated as a test of the entire component. If a lead hazard is identified on a window sill you should assume the sash, jamb, and trim are positive as well. In that case, the entire window, as well as any other deteriorated windows in the room, should have the same remediation treatment. Cleaning The following cleaning methods are effective in removing interior household lead -contaminated dust. Following the initial treatment, cleaning must be repeated regularly to prevent the re -accumulation of lead - contaminated dust. Window Sills Floors Wipe down all sills with a damp paper towel or a baby wipe. Do not use a rag or a duster. You want to use something that is disposable to clean the sills. Also, dry dusting is not recommended in the home. Covering deteriorated window sills with duct tape is also a temporary solution. • All non -carpeted floors should be cleaned with a Swiffer mop. Cleaning the floors with a traditional mop is not recommended. When cleaning the floors, you want to pick up the lead dust not push it from room to room, so sweeping is also not recommended. All carpeted floors should be vacuumed with a NEPA vacuum. During the time repairs are being made to the home it is important to do the following: • Use furniture or other items to block child access to areas with chipping, peeling paint • Keep badly deteriorated windows closed n �J • 0 • Keep children away from outside areas that have paint chips on the ground. Fence off or block areas to keep children out • Use duct tape to cover interior chipping and/or peeling paint • Wash children's hands and toys several times a day • HEPA vacuum, wet wipe and wet mop areas as instructed Clearance Once all the lead hazards are remediated the home will need a thorough cleaning. • Cleaning with a High Efficiency Vacuum Cleaner - This procedure requires cleaning all horizontal surfaces with a vacuum cleaner equipped with a High Efficiency Particulate Air Filter (HEPA) or an equivalent high efficiency filter. Within a room, start with the highest horizontal surfaces and work down to the floor. Be sure to clean dust traps such as windows, radiators, air vents/registers and ceiling fans. When practical, work from the cleanest areas to the dirtiest areas to minimize spreading lead -contaminated dust to clean areas. Do not open or change the filters and bags inside the dwelling. Always follow the manufacturer's instructions for routine maintenance, cleaning and filter changing. • Wet Cleaning - This procedure requires washing with two -buckets using clean rinse water and a detergent solution. Use the following method to clean surfaces. After mopping or wiping a small area, rinse the mop or disposable cloth in the first bucket containing rinse water before dipping in the second bucket containing the detergent solution. Repeat the rinse before dipping in detergent method in each area to be cleaned. When practical, work from the cleanest areas to the dirtiest areas to minimize spreading lead contaminated dust to clean areas. Change the rinse water and detergent solution at least once per room. Clean until no surface dust is visible. • Please make sure there are no paint chips around the perimeter of the home. • There cannot be deteriorated paint on any of the components that are listed as positive and deteriorated in the risk assessment report. • Once the home has been cleaned the Health Department will return to the home to take a series of dust wipes. • If you hire a contractor to work in the home, please make sure they are certified to work with lead based paint. Find a certified renovator at epa.gov/lead. 0 • STAFF REPORT CONCERNING APPLICATION FOR A CERTIFICATE OF APPROPRIATENESS Date: March 7, 2018 Application Number: 2018-0309A Property Location: 651 River Avenue Architectural Style/Date/Architect or Builder: Gabled -ell / 1889 / "Oliver and Catherine Brown Residence" Property Owner: Charles Beatty Landmark or District Designation: Edgewater Place Local Historic District, Ordinance #6846-80 Rating: Contributing DESCRIPTION OF STRUCTURE/ SITE: This two-story gabled -ell is irregular in construction and sits on a concrete block foundation. The brick chimney is centrally located. The first story is clapboard and the second story is wood shingles. The roof is gabled with composition shingles. The street -facing side has a second -story portico with wrought iron supports. Openings were originally single -leaf glazed wood. Screens and storms are present on many of the windows, but not all. ALTERATIONS: The second story was added in 1940. A small ground floor addition was added to the rear of the main structure (believed to have been added after 1980). Multiple windows have been replaced on the structure since the most recent Sites and Structures survey. APPLICATION ITEMS: "Repair, install windows due to deteriorated & rotting." DESCRIPTION OF PROPOSED PROJECT: The Building Department notified the property owner on February 81, 2018 of known violations of the City of South Bend Zoning Ordinance, specifically: The failure to obtain an improvement location permit when one is required by the terms andprovisions of this Ordinance, §21-10())(2), specifically the installation of windows without application for permit, or Certificate of Appropriateness (COA) from Historic Preservation Commission (HPC). VIOLATIONREMEDY Acquire COA from HPC and make subsequent application for applicable permits. Applicant seeks retroactive approval for the installation of 2 vinyl 6/6 Jeldwen Builders (V-2500) Series windows in place of previous wooden windows. The subject windows are on the north/northwest side of the second floor of the structure. The original windows were 8/8 wood double hung windows. Both new windows are 36" x 41". SITE VISIT REPORT: Date: March 7, 2018 I met with the homeowner on Monday, March 5 at 2 pm at the property. He allowed me to enter and photograph the windows throughout the house. The structure is oriented so that the front of the house faces Northeast. To better clarify the windows that have been changed and those that still remain or need to be changed, I will do a side by side breakdown. Northeast (front) • first story has a three-part bay window with a transom above. The original storms, center window and transom remain, but the side windows are non -original • second story has a three-part bay window with a curved transom above. The original storms remain for the side windows, the center window is a fixed pane, and the side windows have been changed to non -original aluminum windows Northwest (right side if facing; front of house) • first story has five double hung vinyl replacement windows with grids 6/6 pattern and one fixed window in the rear addition • second story has two original double hung wood windows with 8/8 pattern and original wood storm windows. Three panes are broken and are heavily painted but have intact ropes on the lower sash, upper • sashes were painted shut. There are also two vinyl double hung replacement windows with 6/6 pattern Southeast (left side if faciniz front of house) • first story has one original wood double hung window with 1/1 pattern including original storm that is fastened shut and one vinyl double hung 6/6 pattern window • second story has one original wood double hung window with 1/1 pattern including original storm (this window has had poorly fitting aluminum tension rails installed to replace the weights, this window does not function and sits very loose in jamb) There are three vinyl double hung replacement windows with 6/6 pattern. There is also a small fixed hexagonal window. Southwest (rear) • first story has three original wood double hung windows with original storms and one fixed window in the kitchen addition Overall, the remaining original windows do need repair including re -roping, glazing, and even sill replacement on the northwest side. The southeast side window with the aluminum tension rails may be in repairable condition, but the damage to the jambs may not be repairable. Steve Szaday Preservation Inspector STANDARDS AND GUIDELINES, EDGEWATER PLACE: II. EXISTING STRUCTURES A. BUILDING MATERIALS Required Existing exterior building materials shall be retained. Deterioration of wood materials shall be prevented through repair., cleaning, and painting. [...1 C. WINDOWS AND DOORS Window and door frames are in nearly all cases wood. Brick structures have stone sills and brick lintels; masonry block structures have masonry sills and lintels. In some cases where aluminum siding has been applied window trim has been covered. About half of the structures in the district have aluminum storm windows, the other half wood storm windows. Required Original windows and doors including sash, lintels, sills, shutters, decorative glass, pediments, hoods, and hardware shall be retained or when deteriorated beyond repair, replaced with duplicates of the existing or original. Recommended Wood frame storm windows and doors, painted to match the existing or original, should be used but should not damage existing frames and should be removable in the future. If new sash and doors are used, the existing or original, design, and hardware should be used. When metal storm doors are used, they should be painted anodized or coated to match the existing. When awnings are used they should be of canvas material. Prohibited Existing or original doors, windows, and hardware shall not be discarded when they can be restored and re -used in place. New window and door openings which would alter the scale and proportion of the building should not be introduced. Inappropriate new window and door features such as aluminum insulating glass combinations that require the removal of the original windows and doors shall not be installed. Not Recommended Metal, vinyl, or fiberglass awnings, hoods, and fake shutters that would detract from the existing character or appearance of the building should not be used. IV. SAFETY AND BUILDING CODES A. BUILDING CODE REQUIREMENTS Required Building code requirements shall be complied with in such a manner that the existing character of the building is preserved. Recommended Local building code officials should be consulted to investigate alternative life safety measures that will preserve the architectural integrity of the structure. Variances for historical properties should be investigated. Prohibited Construction of new stairways and elevators that would alter important architectural features and spaces is prohibited. Not Recommended Fire prevention equipment should not damage the appearance or fabric of the building. VI. ENFORCEMENT PROCEDURES Enforcement of the preservation guidelines for the historic district is made possible in the Zoning Ordinance of South Bend, ordinance No. 5565-73. The Historic Preservation Commission shall issue a Certificate of Appropriateness before any construction, reconstruction, alteration, demolition or moving of any house or structure within the historic district boundaries is commenced (see Appendix A). This ordinance, however, does not prevent the ordinary maintenance and repair of any building or structure which does not involve a change in any exterior feature, nor does it prevent the reconstruction, alteration, demolition, or moving of any building or structure which the • Building Commissioner or other official has determined to be a hazard to public safety. The Historic Preservation Commission will accept applications for Certificate of Appropriateness only from the property owner. Property owners wishing to do or have done any work affecting the exterior of their building or land must apply directly to the Historic Preservation Commission on the form prescribed by the Commission (see Appendix A). The Commission will review the application and either issue a Certificate of Appropriateness or else deny the application, stating in writing the reasons for such a denial. Upon such denial the applicant may appeal to the Common Council. In making its determination, the Historic Preservation Commission, shall consider three factors: first, appropriateness of the proposed work to the preservation of the building and district; second, the detriment to the public welfare if the proposed work is permitted even though it is not deemed appropriate; third, the potential hardship that the denial of the Certificate of Appropriateness would cause the applicant. C] 0 STAFF RECOMMENDATION: This structure has had repeated modification without Certificate of Appropriateness. Of the original wood double - hung windows, only seven (7) remain and are in varying states of disrepair. Staff recommends the property owner continue conversations with Historic Preservation to determine long-term window rehabilitation / replacement plans in advance of future work. As to the particulars of this application, Staff offers no recommendation. The condition of the original windows may be partially inferred from the photos supplied by the applicant (and compared to the photos taken by the Preservation Inspector), but no definitive condition report is possible to make a favorable recommendation. Written by Adam Toering Historic Preservation Specialist Approved by Elicia Feasel Historic Preservation Administrator HISTORIC PRESERVATION COMNIISSION t� 1di OF.S;OUTH BENI) AND ST. JOSEPH COUNTY, rr,ce a' County-City Building, South Bend, IN 46601 - \ a / http://www southbendin.gov/goveinmeiiVdep"ent/community-investment' Phone: 574/235.9371 Fax: 574/235.4021 Email: hpcsbsjc@southbendin.gov Timothv S. Klusczinslti; President A Certified Local Government of the National Park Service Elicia Feasel, Historic Preservation Admintstrato; APPLICATIONFOR A — CERTIFICATE OF APPROPRIATENESS OFFICE USE ONLY>1--DO NQ LT COMPLETE ANY ENTRIES CONTAINED" INTHiS.BOC««<DFFICE USE ONLY Date Received: Z 'l Z c�,l. Application Number: 210 --03 09 Past Reviews: ❑ YES (Date of Last Review) ❑ NO Staff Approval; authorized by: Title: Historic Preservation Commission Review Date: ❑ Local Landmark ❑Local Historic District'(Nanre) ❑ National Landmark El Register District (Name) Certificate Of Appro riDenTabled, Sent To Committee } . Denied El❑ ' ❑Approved and issued: Address sof Propert for proposed work• p1 t ' (StreetNumber—,Street Name—City—Zip) Name of Property Owner(s): C�tfr�/'--LCf 3 �- t T-T V Phone #:,S7 Z3,Z S7 V 6 Address of Property Owner(s): , ( ' l U Ld�1 �! c � . Lit � ( arrie—City �Zi ) Street Number /N p f / Name of Contractors) 1, C ('� /f's c_I.' %j` 1 Phone #: , 7 K-� 1' Contractor ComQanv Name:. 1 J kfi~ cC .,,+ Address of Contractor 'ompanv. ! •( L l '' �J(y t1 &L : fj, %11 1�U,( 6 % (Street Number—Street Name-1-City—Zip) Current Use of Building; (,ingle Family-Multi-Fami, ommercial—,Government—Industrial—Vacant-etc,)`' Type of Building Construction: lit M t rj✓- a K' d / J (Wood Frame-,7Bric —.Stone Steel--�Concrete—Other) Q7 Proposed Work: 'I l Ia-Kind ❑ Landscape El-New'' L Replacement (not in-kind) ❑ Demolition /more than one, box may be checked) ]Description of Proposed Work: � �PA II P (1 GL'� (,? 6 0-T f, :. .Owner it-mail:1 . 0/4 0P _ and/or Coni >xractor email. X _ and/or X e— , Signature,of Owner �'�: Signature of Contractor amine finis apuiicadon I avree To abide by all local regulations related to project and to obtain a Building Department Permit if applicable. =APPLICATION, REQUIREMENTS ARE LISTED ON REVERSE.SIDE— • • *I • 0 Phone: (574) 299-89= Phone: (574) 232-5467 Fax: (574) 299-8960 Emalt ctbeatty@yahoo.com YOU! IMPORTANT 1. Verify quoted product and quantity 2. Product will be ordered upon payment 3. Track order on Menards.com 4. Pick up order within 14 days of arrival at store 5. Retain Receipt QTY ORD DESCRIPTION 2 SINGLE HUNG POCKET WINDOW BUILDERS None Assigned 3eldwenVinyl Series = Builders Series Rough Opening Width 36" Rough Opening Height = 41" ' productname=1-4 Wide Rectangle SOLD BY Corey Assembly=FullUnit,ProductModel=Tilt RegionalCompliance=USNational-AAKAL Rating=PG20,DP+20/-20 Installation&FrameType=Pocket/R",Iacet�n� Frametolor-Exterior=White FrameColor-Interior=White MeasurementType=RoughOpenng ActualSize=351/2-inX401/2=in VentDivision=EvenDivideVentHeight=20.5 EnergyEfficiency=Energy5tar EnergyStarZone=EnergyStar-Northern PerformancePlus=Standard STC/OITCRating=Standard,Glazing=Insulated Low-E=Low-E180,GlassColor/Texture=Clear G1assType=Standard,IGOptions=Argon Elevation=0-3500feet,GridType=5/8"Flat *** By purchasing t This is a quote -valid today. This quote ORDER DATE 07/27/2017 DATE NOT BINDING ON D ON PROMISES BY 08/142017 SKU UNIT PRICE EXTENDED PRICE 4001355 *125.87 *251.74 oday, you saved 71.11 ' { • L-1 U • • • Figure 3 - 6/6 window on the ground floor. a c O • • C J STAFF REPORT • CONCERNING APPLICATION FOR A CERTIFICATE OF APPROPRIATENESS Date: March 13, 2018 Application Number: 2018-0314 Property Location: 201 W North Shore Architectural Style/Date/Architect or Builder: Neo -Classical / 1906 / Rider House Property Owner: Thomas and Joann Broden Landmark or District Designation: West North Shore Local Historic District, Ordinance #6512-78 Rating: Notable DESCRIPTION OF STRUCTURE/ SITE: Two story (plus attic) Neo -Classical structure has a square plan on a brick foundation. Multiple later additions add to the footprint of the structure, specifically a sleeping porch and bay window at the northwest and southwest corners, respectively. Two non -symmetrically located chimneys punctuate the roofline. Aluminum siding covers the exterior, although exposed wood remains on the recent additions. The main fagade entry porch has paired Corinthian columns supporting a large bracketed and dentilled pediment with a fan lite on the transom into an attic space of the third story. Two additional Corinthian piers engage the fagade. The front entrance is a double -leaf wood panel door with single pane side and transom. Windows are wood double hung throughout. The flat -roofed porte cochere is supported by smaller Corinthian columns. A two story Queen Anne style rectangular carriage house on a concrete foundation is northeast of the main structure. The structure has multi -paned casement windows as well as double -hung windows flanking the primary car door. Two front entrances for carriages or cars are double leaf wooden doors with multipaned windows. The central door has a small roof canopy with a gable and large brackets. ALTERATIONS: A sleeping porch and bay window are later additions. COA 1987-0610 allowed for the replacement of the curved concrete sidewalk from the base of the steps to the street. COA 1989-0908 allowed for the removal of a dead sugar maple tree from the east side of the front yard. COA 1997-1027 allowed for the installation of ornamental iron railings on the terrace steps along with light fixtures. COA 1999-1101 allowed for the replacement of the driveway with new concrete. COA 2002-0916 allowed for re -roofing with "3 & 1 style black fiberglass shingles." COA 2002-1017 allowed for the replacement of the copper half -round gutters with new 5" galvanized gutters and downspouts. RME 2012-0503 allowed for the removal of 2 rotten columns at car port and subsequent replacement with `Endura -Stone' composite columns from Pacific Column Company. RME 2016- 1213 allowed for soffit repair work, re -roof of internal gutters and flat roof work. RME 2017-1106 allowed for the removal and later replacement of multiple trees on property in advance of later projects. APPLICATION ITEMS: "(A) Porch repairs: (1) main front — columns, deck, foundation, footings, stairs, brick veneer (replace w/ existing brick); (2) side, screen enclosed porch — columns, deck, foundation + footings, brick veneer (replaced w/ existing brick), rail + screening (re -installed per current status); (3) remove / relocate bushes, trees to allow access (replacement plan TBD w/ arborist). (B) Basement entry relay repaired + washed out, corner reset + tuckpointed." DESCRIPTION OF PROPOSED PROJECT: Applicant seeks a Certificate of Appropriateness for repairs to the brick and concrete porch that wraps around the south, east, and portions of the north faces of the main structure. The porch is constructed with 16" thick brick walls supporting a concrete deck reinforced with railroad ties. A decorative limestone coping rims the porch. The seam between the limestone coping and the concrete surface has allowed for water penetration into the brick veneer and superstructure, significantly undermining its structural integrity and exposing the cavity beneath the concrete deck in some areas. The Corinthian column and piers (of both the front and side porches) will be addressed in this project — and, depending on condition upon removal and assessment, either refurbished and re -installed, or replaced with fiberglass column shafts / caps / bases as needed. Landscaping surrounding the deck will need to be removed to allow unfettered access to the structure for the porch renovation work and to allow for the installation of the scaffolding necessary to support the pediment during the column reconstruction / replacement. 0 Please see detailed reports from Keller Engineering and specific contractors for further specifications. The intention is for the outcome to be as much of the original look and material as possible. SITE VISIT REPORT: On March 8, 2017 at approximately 2 pm I visited the house located at 201 W Northshore. I was given permission to enter the grounds via text by one of the owners (Jo Broden). I had visited the property to assess various areas of the structure in May of 2016 with then Deputy Director Deb Parcell. We had worked with the owner to develop a plan of repair that had four areas: the roof, the overhangs/soffits, the foundation/porch, and the trees. The owner would apply for each of these areas as timing and funds would allow. To date, the roof repairs, overhangs/soffits, and tree removals have all been applied for, approved, and either completed or almost completed. (the wood details of the porte-cochere are still in process). The roof and gutter issues that existed previously as well as the uneven settling of the structure have caused the elements to permeate at different locations around the house. The poured concrete porch floor is now lower than the caps above the brick walls causing a gap between the fagade brick wall and the support layer behind it. Elements have entered, washed out some of the fill and have separated the two walls causing various stages of sheering and collapse. Photographs taken that day as well as those provided by the owner's contractor will support this. The loose material should be removed, the columns and supports stabilized, then the material re -installed in a manner that allows the elements to flow away from the structure. Either through manipulation of pitch or drains. Re- alignment and mortar repairs are needed in various areas of the structure including the sets of stairs to and from the eastern porch, the rear doors (knee walls), the former western porch, and areas where there are bricks missing. Steve Szaday Historic Preservation Inspector Code Enforcement STANDARDS AND GUIDELINES: L BASIC STRUCTURAL MATERIALS AND ARCHITECTURAL FEATURES Preferred: Retain and maintain the original exterior building material. Frame Structures: Repair, repaint, and / or clean siding to deter deterioration. Masonry Structures: Tuckpoint brick and stone, repair stucco and repaint trim, stucco and brick (if painted) to deter deterioration. Retain and maintain architectural detail of structures such as wrought iron, tile, brackets, etc., or replace when necessary with similar material in texture, size and appearance. Permitted: If vinyl or aluminum siding is the only economic solution to a deteriorating frame house, architectural detail must be visually preserved. The siding used should match the original in style, width, and lap as closely as possible. Prohibited: Do not use asbestos or asphalt siding on frame structures. Do not use artificial brick or cast stone siding on brick, masonry, stucco, or frame structures. Do not sandblast or use harsh detergents in cleaning brick, masonry or stucco. II. STRUCTURES A. ROOFS Preferred: Keep the original shape of the roof. Retain the original roofing material. A special effort should be made to do this when the roof in question is of tile, slate, or some other unique material not usually found today. Preserve or replace all architectural features which give the roof its character, such as dormer windows, cupolas, cornices, brackets, chimneys, cresting, weathervanes, and special eaves. Permitted: When necessary to replace roofing material, match the original as closely as possible in size, shape and texture. Prohibited: Do not add, remove, or alter features which will change its character or the architectural character of the house. C. PORCHES AND STEPS WHICH ARE READILY VISIBLE FROM THE STREET Preferred: Retain and maintain porches and steps including hand rails, balusters, columns, brackets; roof decoration, tile, and brick. If porches and / or steps are enclosed for heat conservation or other reasons, it should be done in a manner that does not destroy the architectural nor historical character of the home. Permitted: Replace porches and steps with materials matching the original as closely as possible. A cement porch floor is permitted for the structure on Lot 12. Prohibited: Porches and steps that are appropriate to the style of the house shall not be removed. 0 STAFF RECOMMENDATION: • Staff accepts that the porches have deteriorated and necessitate major repair, and therefore favorably recommends the overall purpose of this application. Staff makes no recommendation at this time regarding replacement of Corinthian columns and piers due to the unknown ability to preserve original. Staff requests the Commission remand authority to make minor decisions where contingencies exist and decisions needed acted upon with urgency. Written by Adam Toering Historic Preservation Specialist Approved by Elicia Feasel Historic Preservation Administrator • 0 HISTORIC PRESERVATION COMMISSION OF SOUTH BEND AND ST. JOSEPH COUNTY County—City Building, South Bend, IN 46601 http://www.southbendin.gov/goveimmcnt/departinent/community-investment Phone: 574/235.9371 Fax: 574/235.9021 Email: hpcsbsjc@southbendin.gov Timothy S. Klusczinski, President A Certified Local Government of the National Pads Service Elicia Feasel, Historic Preservation Administrator APPLICATION FOR A — CERTIFICATE OF APPROPRIATENESS OFFICE USE ONLY»»Q»DO NOT COMPLETE ANY ENTRIES CONTAINED IN THIS BOX`—«—OFFICE USE ONLY Date Received: -/Cl Application Number: Past Reviews: L=! YES (Date of Last Review) LP1 -7 d NO Staff Approval authorized by: Title: Historic Preservation Commission Review Date: ` : j, } ❑ Local Landmark E/ Local Historic District (Nance) Vie W Di� S ik 70 ❑ National Landmark ❑ National Register District (Nance) Certificate Of App n teness: enied ❑ Tabled ❑ Sent To Committee ❑ Approved and issued: Address of Property for proposed work: 90/ IN IVBr tShot✓ W 1 VG (Street Number—Street Name—City—Zip) Name of Property Owner(s): t IW~ .t. J 040ne- Phone #: Address of Property Owner(s): a0/ 4' (Street Number—Street • • Name of Contractor(s): 15de 94"1414— Ply -k l f A. Phone #: Sec. Contractor Company Name: Address of Contractor Company: Current Use of Building: Type of Building Construction: Proposed Work: ❑ In -Kind (more than one box may be checked) Description of Proposed Work: (Street Number—Street Name-City—Zip) lc- FcaK+t/y Horne. pltcf Cetr'rtage house anartlmea Creer<t' Crani e (Wood Frame—Brick—Stone—Steel—Concrete Other) ❑ Landscape ❑ New WAE ❑ Replacement (not in-kind) ❑ Demolition Piyll►.lp9 px_a c o rer r acct r Y a S a i f �.- uwr t 3 e vG e Frees G(lOw aeee55iYei4 A<err•ntiplan 76� il• atvlooristb� 8 '✓'6"+ir *x e4j*-, t -ala y at�n�d * u�6jts.lat-E Owner a -mail: b D eti w* O wrest I. clnn and/or Contra a -mail: G'CtPN�r l ' f jir/re p0ivr�t c� X� 1" T � bi-bdv�,Jo�•� 5.,urtt,c�•, (� and/or X (urSSIgnaturee of Owner Signature of Contractor By signing this application I agree to abide by all local regulations related to project and to obtain a Building Department Permit, if applicable. APPLICATION REQUIREMENTS ARE LISTED ON REVERSE SIDE— 0 -j L L ER KENGLNEERN-G, I,' V. • June 9, 2017 John & Jo Broden 201 W. Northshore Drive South Bend, IN 46601 RE: 201 W. NORTHSHORE DRIVE, SOUTH BEND, INDIANA Project No. 1706-101 Dear Mr. & Mrs. Broden, On June 1, 2017, Rick D. Keller P. E. met with Joe Broden and Jose Luis QuiJada at Mr. Brodon's parents home located at 201 W. North Shore Drive in South Bend, Indiana. The purpose of the meeting was to investigate a failing front wall around the porch of the house. The house was a stately three-story wood framed structure with a basement. It featured a broad porch that ran across the front and east side of the house. The porch was constructed of a concrete deck reinforced with railroad rails and a brick front wall. The joint between the concrete and brick had.been leaking allowing water to get in and force the brick wall apart. Keller Engineering, Inc. 54365 30th Street - Smith Rend. Tndiana 46615 - P: (.574) 272-3525 - F: (574) 247-6006 201 W. NORTHSHORE DRIVE, SOUTH BEND, INDIANA The hope was to preserve the concrete deck and rebuild the brick wall and limestone coping. We observed that the brick wall was approximately 16 inches thick. The edge of the concrete was deteriorated due to water penetration through the outside joint. If we are to salvage the concrete deck, efforts must be taken to provide support far enough back from the edge to reach good, sound concrete. June 9, 2017 Page 2 of 4 We discussed the prospect of removing and replacing the wall in short segments. We felt that it would make more sense to construct a temporary wood support wall a few feet back from the edge that would allow the entire perimeter wall to be removed and rebuilt in one piece. To do this, we recommend that a treated wood wall should be constructed in the crawlspace using (two) 2 x1 O's as a foundation and 2 x 4 studs with a double top plate under the concrete deck. Wooden wedges can be used to create a tight fit. The wedges should be installed under the steel rails. Provide (two) 2 x 4's at each rail in the knee wall. The wood wall would be left in place. The condition of the brick wall was unknown below grade. Hopefully, the foundation below grade is concrete. The new perimeter wall should consist of concrete masonry units constructed in a fashion that provides at least 4 inches of bearing of sound concrete from the deck on top of the CMU. If necessary, a 4 inch lift of CMU can be added to make the coursing work out. The block can also be corbeled out to the inside to increase the bearing without widening the foundation. We recommend at least a 1 inch mortar bed between the top of the block and the bottom of the concrete. A brick veneer should be constructed with a 2 inch cavity space between the block and brick. Drainage and ventilation weeps should be installed no farther apart than 48 inches. The drainage and ventilation weeps would be in the head joint between two bricks with the drainage weep just above the dirt grade and the ventilation weep at the top course of brick. The block and brick should be tied together with galvanized horizontal joint reinforcing at 16 inch centers or galvanized wall ties with one tie for each 2ft.2ofwall. Keller Engineering, Inc. 54365 301h Street • Srnrth Rend. Tndiana. 46635 • P: (574) 272-3.525 • F: (574)247-6006 �J 11 • • 0 r� 201 W. NORTHSHORE DRIVE, SOUTH BEND, INDIANA The cavity space should be grouted solid below the drainage weeps and should extend around the screen porch at the back of the house. June 9, 2017 Page 3 of 4 The limestone should be kept slightly ,r below the top of the concrete grade to promote good drainage without creating a stumbling hazard. A horizontal caulk joint with a backer rod should be installed to seal the space between the limestone and c concrete. Provide a high-quality commercial grade caulk such as Dow 795 for this joint. The wing walls along the front and back stairs should be rebuilt. 201 W. NORTHSHORE DRIVE, SOUTH BEND, INDIANA The front steps of the house have settled leaving a serious trip hazard at the top step. These steps should be recast in compliance with the current Residential Building Code. That Code states that the rise and run of the flight must be consistent within three eights of an inch tolerance between the largest and smallest rise or run within the flight of stairs. Provide a high-quality caulk joint between the top of the stairs and the edge of the concrete. Keller Engineering Inc. should be consulted during the construction to verify compliance with our intent and answer any questions. If you have any further questions, please call. Sincerely, Rick D. Keller P.E. June 9 2017 Page 4 of 4 Keller Engineering, Inc. 54365 301h Street • Snuth Rend. Tndiana 46635 • P_ (574) 2.72-3525 • F: (574) 247-6006 • Contractors list RE: 201 W. North Shore Drive In -Kind repair to porches, entry stairs (main and SE enclosed side porch) plus repair to basement entry stair. Owners: Thomas and Joanne Broden POA John E. Broden (son) & 10 M. Broden Keller Engineering, Inc Rick Keller 54365 30th Street South Bend, IN 46635 KellerEngineeringlnc.com San -Mar Tree Maintenance 5455 Pine Road South Bend, IN 46628 574-286-6884 sanmartool@netzero.net . Hershberger Masonry Gary Hershberger 63146 M-62 Cassopolis, MI 49031 574-236-5885 JAM Tribal Construction, LLC Jeffery A. Molnar 23454 Ardmore Trail South Bend, IN 46628 574-274-7402 leffmolnar@comcast.net Robert Geans Corp. PO Box 884 Granger, IN 46530 574-247-1961 Phil Maternowski 66845 North Shore Drive Cassopolis, MI 49031 269-699-7917 engineering (overall project plan) & scaffolding tree & brush removal (as needed) block and brickwork scaffolding & columns foundation, flatwork & stairs landscaping (replacements) o1i(® P.O. Box 884 •. Granger, IN 46530 �) ' (574) 247-1961 Fax (574) 247-1962 ( t A Name You Can Count On Date: May 16, 2017 (Revised January 10, 2018) John & Jo Broden 199 W North Shore South Bend, IN 46617 PROPOSAL: 8227-C Phone: 574-855-8654 Cell: Fax: Project Location: 201 W North Shore South Bend, IN We propose to furnish all labor, material and equipment to complete the following: Base Bid: Remove and replace porch top with exposed aggregate 7'1"x 45'6"...7'1"x 39'9"...15'4"x 5. Remove and replace (7) steps 11'3%2", 7" rise, 12" tread. Concrete and brick support wall to be hauled off site. . Excavate and pour footing 24"x 8"x 134'9", include footings for front and back steps. Top of footing to grade, 24". Post holes every 6'. Frost wall to be done by others. Backfill frost wall with fill dirt and fill cores of concrete block with concrete. Use p -gravel for porch backfill. Excavate along basement entry. Accept: Decline: 4 Option #1: Remove and replace sidewalk. 3'x 8'6"...3'x 32'...2'x 4'.q a Accept: Decline: Raw- a—Option Option92: Add beveled edge to porch to replace limestone cap. Add to base bid." Accept. Decline: ... • Tear out and remove existing material • Compaction of top 4" grade • Expansion and control joints to be installed in proper areas • Concrete will be 4" thick with wire mesh reinforcement, #3 rods in edges. • Concrete will be special p -stone exposed agg mix, sealer applied after finishing • Concrete will be 6 bag limestone mix (4,000 PSI), sealer applied after finishing. • Concrete will be wheeled/pumped to project PAYMENT DUE IN FULL UPON COMPLETION Furnish material and labor - complete in accordance with the above specific 'on r the sum of see Note: This proposal may be withdrawn by us if not accepted days. Authorized Signature: Cell Phone # 574-214-3363 Ryan Gears The above contract terms are accepted, and Robert Geans Corporation isauthor' d to do the work as specified Note: Read all terms on reversed side of proposal prior to signing. Date of Acceptance: Sign and Return Via Fax or Mail Signature: Printed Name: Please provide the following information about the project location for utility locating purposes: Township: Subdivision: • Rahk qgL A Name You Can Count On • 0 dun d, ck4-, o r--) (j CLAW P.O. Box 884 • Granger. IN 46530 (574) 247-1961 Fax (574) 24-7-196-2 A H JOB: DATE: QUOTH: HERSHBERGER MASONRY �usra,�Hl�scN,�/fi,�E��cEs BRICK STWX BLOCK � l rf LeIL 6Y ` q0D L it Mv0. �-- 3�- (0oo t n iA 6 13 n1}1V� S u a S•. JQ APPROVLD BY: -'i Ili 63146 M-62`,� 3 jj f CASSOPOLISt MI 49031 Y3 �j� 2h {1Llt� C4 f� e, KO D�IOAo. r.r-,wkt k euwo' by mfaR G,vkrk 6o l06L OC • RANI Tribal Constrr mon LLQ: w Jeffrey A. Molnar 23454 _lydmore '['rail INVOICE NO. JAM2202018 Sourli Bend IN 4608 DATE February 20, 2018 574-274-7402 CUSTO.NIER ID JAM F .1effmolnarOxomcast. net EXPIRATION DATE Apri130, 2018 S c_ A 14610 i )- q-� CQ,1 carr Y) S '1'O John and Jo Broden 201 West North Shore Dr South Bend IN 46601 i 574-272-3525 i Proposal JOB. Support Roofs and Install Columns Broden Project Net 10 day 1 _ QUANTITY DEF�iI 12.00 Scaffolding 40.00 Front Roof (Support) Columns and Remove 12.00 Support Post, Beams, Hardware and Tools 24.00 Side Porch (Support) Columns and Remove 50.00 Install Four Large Columns Supplied by Owner 30.00 Install Smaller Columns Supplied by Owner 30.00 Tear Down Scaffolding, Blocking, Clean up and Haul off 1.00 Lift Equipment if needed Quota -Fn paed by. jer-yA Molter 7Nsis a quotation on the "nested, subject to the oanditionsnoted Wc- (D 1s any conditions puhaining to thesepnces aid any additional terns of theWemrnt You nnymant to include cont'mpt, des thatwill a$ectthe quotation) 7h accept this quotation, sipthem and cetum THANK YOU FOR YOUR BUSIN 1 DV Open Architectural Mall, Inc 642 W Winthrop Ave U TAddison, II, 60101 .877-279-9993 F. 877-271-9994 I Name /Address I JA.M Tribal Construction LLC Jeffrey A. Molnar 23454 Ardnire Trail South Bend, IN 46628 T. 574-274-7402 Description Rep Trev All of our RoyalCast columns come with a limited LIFETHAE warranty. Cap/Bases are made from Fiberglass unless otherwise indicated. Column shaft, cap, and base must be sanded, primed and painted. Columns can be trimmed from the bottom of the shaft on site if necessary. Columns can be split for use around structural members but are no longer considered loadbearing. Decorative Caps are cast and will have slight voids that once painted will not be noticeable. All industry standards apply. 9" x 9' Round Tapered Fluted RoyalCast FRP Column with Roman Corinthian Cap & Tuscan Base AIter Flutes 3" Above Base Cut at Neck for Decorative Capital Cut To Overall Height 24" x 191- 6" Round Tapered Fluted RoyalCast FRP Column with Roman Corinthian: Cap & Tuscan Base Alter Flutes 3" Above Base Cut at Neck for Decorative Capital Cut To Overall Height Crating Charge Delivery: Customer is responsible for unloading and storing all materials properly when orders are shipped. If you do not unload your shipment or are not available to receive / unload your order, you will be held responsible for any and all incurred charges / expenses_ All damage must be reported within 72 hours to the freight company, if not marked on the BOL at the time of delivery it is the customers responsibility to file a claim directly with the carrier. Rush Charge to expedite production. This does not include transit time. Lead Time 2 Weeks for manufacturing of product Lead-time does not included transit by LTL Carrier. Lead-time is from Deposit and / or Signed Order. Estimate Estimate # Date - 18-2538 3/1/2018 3 _- 3 3 3 4 4 4 4 1 1 i I This is a confidential bK please do not disclose out name orprices to other bidders. If there are any additions or changes, prices wilt be subject toadjustaaitltiscustomer'sresponsMilitytocheckquanities/footagelentireorder.Estimateisgoodfor30days Rionsubjectto Subtotal changewithomnotice.Custom Orders cannot becamedled.CantionpoLcyonstockitemsis25%Testockfee.IfIftationmises, customer agrees to settle all claims in Court intbe State of liinois ifjudgm=rt is awarded in favor ofmm customer is respormVe for all /� Legg costs and AttomeyCosts:ArchitecturalMat ImwilldoeveryUmgpossuetohonorleadd�;,howeverinextremesituardonswe Sales TCS( (0.0%) cannot always deliver on time and will notify the customer Once product gets on Frdght Comp:nyTmctr, the delivetytrtre and armngemnis are no longer in our lords. Aml itechnal Mall, Inc has the right to change its policy at any time. Total www.architecturalmall.com www.columnsandbalustrades.com Page 1 Initial 0.00 • 0 Architectural Nall, Inc • 642 W Winthrop Ave Addison, IL 60101 T. 877-279-9993 F. 877-271-9994 I Name / Address I JA.M Tribal Construction LLC Jeffrey A. Molnar 23454 Ardnire Trail South Bend, IN 46628 T.574-274-7402 Estimate Estimate # Date 18-2516 3/1/2018 Rep I Project Name Trev Columns Description Qty Rate Total All of our RoyalCast columns come with a limited LIFETRviE warranty. Cap/Bases are 0.00 0.00 made from Fiberglass unless otherwise indicated. Column shaft, cap, and base must be sanded, primed and painted. Columns can be trimmed from the bottom of the shaft on site if necessary. Columns can be split for use around structural members but are no longer considered loadbearing. Decorative Caps are cast and will have slight voids that once painted will not be noticeable. All industry standards apply. 8" x 9' Round Tapered Fluted RoyalCast FRP Column with Tuscan Cap & Tuscan Base 12 24" x 19'-6" Round Tapered Fluted RoyalCast FRP Column with Tuscan Cap & Tuscan Base Cut To Overall Height Of 19'-6" (overall height includes cap and base & will be out to column shaft height specified in line item 1 unless otherwise noted by customer) Alter Flutes 3" Above Base Crating Charge I 1 Delivery: Customer is responsible for unloading and storing all materials properly when 1 orders are shipped. If you do not unload your shipment or are not available to receive / unload your order, you will be held responsible for any and all incurred charges / expenses. All damage must be reported within 72 hours to the freight company, if not marked on the BOL at the time of delivery it is the customers responsibility to file a claim directly with the carrier. Lead Time 6-8 Weeks for manufacturing of product. Lead-time does not included transit by LTL Carrier. Lead-time is from Deposit and / or Signed Order. This is a confidential bid; please do not disclose our name or prices to other biddem Ifthere ate anyadditions or clvxges, priceswill be Subtotal sub,Wtoadjustrond.Itiscastomeesresporsiudytocheck gaarfaes/footagelentheorder. Estimate isgood for 30days. Priossubjectto Subtotal Ki charge without notice. Custom Orders cmmot be cancelled Cancellation policyon stock items is 25% restock Cee. Iflitigation arises, customer agrees to settle all claims in Court inthe State ofIllirtois; ifiodgment is awarded in favor ofAhU customer is responsille for all w' legal costs and AttcmryCosts- Architectural Mall, Inc will do everythi gpossr3le to botwrlead tinm e—, however extreme situations we Sates Tax (0.0%) cannot always deliver ontrone and will no* the customer. Once product gets an prcigld Company Truck, the delivery time and artargeneds are no lorger in ora bands Architectural Mall, Inc fres the right to charge its policy at anytirre. Total 40 Initial www.architecturalmall.com www.columnsandbalustrades.com Page 1 FROG o' lots CJ • 0 LERKETNG,11INMUNG, March 16, 2018 John & Jo Broden 201 W. Northshore Drive South Bend, IN 46601 RE: 201 W. NORTH SHORE DRIVE, SOUTH BEND, INDIANA Project No. 1706-101 On Friday, March 9, 2018, Rick D. Keller P. E. met with Jo Broden, Mr. Molnar, and a member of the Historic Preservation Commission. The purpose of the meeting was to investigate whether all four columns on the front porch were load-bearing and to discuss what is necessary to rebuild the porch deck while remaining within the guidelines of the Historic Preservation Commission. We first went to the attic space above the porch and found that all four columns appeared to be carrying some load. The outer two columns were carrying significantly more than the inner columns. Nevertheless, they should all four be considered to be load-bearing. The new porch is to be rebuilt with a new brick and block or concrete perimeter foundation wall, a pea gravel fill, and a 4 -inch exposed aggregate concrete porch floor. If the cost of exposed pea gravel concrete is excessive, the Historic Preservation Commission would permit a broomed finish. At the columns, the foundation wall and footings must be enlarged to provide pedestals for the two columns to bear upon. A careful examination of the existing crawlspace under the porch indicated that there were brick pedestals under these columns in the • original construction. Keller Engineering, Inc. 54365 30t' Street • South Bend, Indiana 46635 • P: (574) 272-3525 • F: (574) 247-6006 www.KellerEngineeringInc.com 201 W. NORTH SHORE DRIVE, SOUTH BEND, INDIANA March 16, 2018 Page 2 of 2 This represents our understanding of the meeting. If you have any further questions, please call. Sincerely, Rick D. Keller P.E. Attachments: Keller Engineering, Inc. 54365 30t1i Street • South Bend, Indiana 46635 • P: (574) 272-3525 • F: (574) 247-6006 www.KellerEngineeringInc.com • • • KELLER ENGINEERING, INC. • 54365 30TH STREET SOUTH BEND, IN 46635 (574) 272-3525 Fax (574) 247-6006 JOB 9 "P-0 ilk Df bel -f'- SHEET NO. OF CALCULATED BY DATE CHECKED BY DATE P F OOUCT 204.1 Sh ft) 2S1 (Paddd, Elicia Feasel '41 From: Brendan Crumlish<brendan@crumlishandcrumlish.com> Sent: Tuesday, February 27, 2018 8:17 PM To: Elicia Feasel Cc: Adam Toering Subject: Re: Vacancies on Historic Preservation Commission Attachments: BDPC Resume 2018.pdf; C&C Historic Projects List 2018.pdf Elicia Attached is my professional resume and a list of historic projects completed by or with me over the past 30 years. I also have other 'civic bio' info listed on Linked In. Assuming, as a Democrat, I could not be appointed to the commission as regular member, I'd be honored to be considered for the position of architectural historian, if you could first tell me just a little more about the responsibilities, commitments and term requirements for this position with HPG [Based on my past practice experience, I am recognized as an Historic Architect by IN Dept of Historic Preservation though not technically an 'architectural historian' ] Also, please recognize my professional resume reflects an active practice in other areas of • architecture, beyond historic preservation. Brendan On February 27, 2018 at 2:16 PM Elicia Feasel wrote: Hi Brendan, You were recommended as a possibility for serving on the Historic Preservation Commission. Please see the following link for details about the Historic Preservation Commission http://sicindiana.com/438/Historic-Preservation-Commission Currently, The Mayor's office has a vacancy for a non -democrat, interested parties may contact: Cherri Peate cpeate@southbendin.gov The County Council may have a vacancy for a non -democrat, interested parties may contact: Jennifer Prawat JPrawat@sicindiana.com The Preservation Commission has a vacancy for the Architectural Historian, interested parties can send a cover letter and resume to my attention. No party affiliation need be declared. Elicia Feasel • Historic Preservation Administrator Department of Community Investment (574) 235-7672 efeasel@southbendin.gov City of South Bend 227 W. Jefferson Blvd., Ste. 1400 South Bend, IN 46601 IMPORTANT NOTICE! This E -Mail transmission and any accompanying attachments may contain confidential information intended only for the use of the individual or entity named above. Any dissemination; distribution, copying or action taken in reliance on the contents of this E -Mail by anyone other than the intended- recipient is strictly prohibited and is not intended to, in anyway, waive privilege or confidentiality. If you have received this E -Mail in error please immediately delete it and notify sender at the above E -Mail address. Please note that incoming e-mails are not routinely screened for response deadlines, and as such, please notify the sender separately by fax of any message containing deadlines. In addition, E -Mail information cannot be guaranteed to be secure or error -free as information could be intercepted, corrupted, lost, destroyed, arrive late or incomplete, or contain virus. Therefore, the sender does not accept liability for any errors or omissions in the contents of this message which arise as a consequence of E -Mail transmission. If verification is required, please request a hard -copy version. Brendan Crumlish, RA, NCARB, CCS, RID, LEED GA President • Crumlish and Crumlish Architects, Inc. 574-282-2998 www.crumlishandcrumlish.com 0 3215 SUGAR MAPLE COURT, SUITE B SOUTH BEND, INDIANA 46628 PHONE: 514-282-2990 FAX: 514-282-2994 A SQUARE DEAL- SINCE 1968 WWW.ORUMLIS14AND ORUMLIS14.COM Brendan Daniel Crumlish, NCARB, CSI, CCS, RA, RID, LEED GA Principal and President Owner/Manager Crumlish and Crumlish Architects, Inc. Studio B Architects, LLC Education University of Notre Dame, Bachelor of Architecture, with honors (3.41/4.00) 1984 University of Notre Dame Rome Studies Program 1981 Professional Registrations and Certifications Licensed Architect: Indiana, Illinois, Kentucky, Louisiana, Michigan, Minnesota, Nebraska, New Jersey, Ohio, Pennsylvania, South Carolina, Texas, & Tennessee (in -active) Registered Interior Designer: Indiana Federally Qualified Historical Architect, US Dept of Interior (recognized in Indiana and Michigan) Certified Construction Specifier (CCS), Construction Specifications Institute Construction Documents Technologist (CDT), Construction Specifications Institute Green Building Certification Institute, LEED Green Associate Organizations and Positions Construction Specifications Institute (CSI), 25 -Year Professional Member Homebuyer's Warranty Corporation, New Home Construction Inspector Ivy Tech State College, Design Technology Program Advisor National Council of Architectural Registration Boards (NCARB), Member Near Northwest Neighborhood, Inc., Member and Past Board Member Quality Builders Warranty Corporation, Past Construction Inspector Riverside Drive Local Historic District, Commission Liaison Residential Warranty Corporation, New Home Construction Inspector St. Joseph Valley Architects Association, Member St. Joseph Valley Masonry Contractors Inc., Past Treasurer South Bend & St. Joseph County Area Board of Zoning Appeals, 2016-18 Chairman Southold Preservations Inc., Past Board Member Professional Experience Principal & President, Crumlish & Crumlish Architects Inc. 1997 - present Secretary -Treasurer, Crumlish & Crumlish Architects Inc. 1989- 1997 Owner/Manger, Studio B Architects LLC, South Bend, Indiana 1988 - present • • CRUMLISH INCORPORATED AND CRUML16H 0 ARCHITECTS 3215 SUGAR MAPLE COURT, SUITE B SOUTH BEND, INDIANA 46628 PHONE: 514-282-2990 FAX: 514-282-2994 A SQUARE DEAL- SINCE 1968 WWW.ORUMLIS14AND ORUMLIS14.COM Brendan Daniel Crumlish, NCARB, CSI, CCS, RA, RID, LEED GA Principal and President Owner/Manager Crumlish and Crumlish Architects, Inc. Studio B Architects, LLC Education University of Notre Dame, Bachelor of Architecture, with honors (3.41/4.00) 1984 University of Notre Dame Rome Studies Program 1981 Professional Registrations and Certifications Licensed Architect: Indiana, Illinois, Kentucky, Louisiana, Michigan, Minnesota, Nebraska, New Jersey, Ohio, Pennsylvania, South Carolina, Texas, & Tennessee (in -active) Registered Interior Designer: Indiana Federally Qualified Historical Architect, US Dept of Interior (recognized in Indiana and Michigan) Certified Construction Specifier (CCS), Construction Specifications Institute Construction Documents Technologist (CDT), Construction Specifications Institute Green Building Certification Institute, LEED Green Associate Organizations and Positions Construction Specifications Institute (CSI), 25 -Year Professional Member Homebuyer's Warranty Corporation, New Home Construction Inspector Ivy Tech State College, Design Technology Program Advisor National Council of Architectural Registration Boards (NCARB), Member Near Northwest Neighborhood, Inc., Member and Past Board Member Quality Builders Warranty Corporation, Past Construction Inspector Riverside Drive Local Historic District, Commission Liaison Residential Warranty Corporation, New Home Construction Inspector St. Joseph Valley Architects Association, Member St. Joseph Valley Masonry Contractors Inc., Past Treasurer South Bend & St. Joseph County Area Board of Zoning Appeals, 2016-18 Chairman Southold Preservations Inc., Past Board Member Professional Experience Principal & President, Crumlish & Crumlish Architects Inc. 1997 - present Secretary -Treasurer, Crumlish & Crumlish Architects Inc. 1989- 1997 Owner/Manger, Studio B Architects LLC, South Bend, Indiana 1988 - present • • • 3215 SUGAR MAPLE COURT, SUIT I= 13 SOUTH BEND, INDIANA 46628 PHONE: 514-282-2998 FAX 514-282-2994 A SQUARE DEALTn SINCE 19h8 WWW. ORUMLISHANDCRUMLISH.COM Adjunct Faculty Member, Ivy Tech Community College, South Bend 2006 - Present Adjunct Faculty Member, ITT Technical Institute, South Bend, Indiana 2012-2013 Adjunct Faculty Member, Ivy Tech Community College, South Bend 1988- 1997 Architect, Crumlish/Sporleder and Associates, South Bend, Indiana 1987 - 1988 Intern Architect, Crumlish/Sporleder and Associates, South Bend 1984 - 1987 Model Maker, Ambrose Richardson FAIA, South Bend, Indiana 1984 Designer, Neighborhood Housing Services, South Bend, Indiana 1983 Draftsman, Crumlish/Sporleder and Assoc., South Bend, Indiana 1982 Honors and Awards American Institute of Architects Foundation, Scholarship for Architectural Excellence, • 1983 University of Notre Dame Featured in show "Architects as Artists", 1998, Colfax Cultural Center, South Bend Gertrude S. Sollitt Thesis Award in Architecture, 1984, University of Notre Dame Indiana Concrete Masonry Association, Design Competition, 1981, 3rd Prize, University of Notre Dame Michiana Builders Association, 2005 Award of Excellence, Interiors/Educational Michiana Builders Association, 2005 Award of Excellence, Masonry/Industrial Michiana Builders Association, 2006 Award of Excellence, Masonry/Institutional Michiana Builders Association, 2006 Award of Excellence, Building Renovation Michiana Builders Association, 2007 Award of Excellence, Interiors/Educational Michiana Builders Association, 2009 Award of Excellence, Interiors/Industry Michiana Builders Association, 2010 Award of Excellence, Roofing/Manufacturing Michiana Builders Association, 2012 Award of Excellence, Commercial Building Michiana Builders Association, 2013 Award of Excellence, Commercial Interior Michiana Builders Association, 2015 Award of Excellence, Ecclesiastical Interior National Honor Society, St. Joseph High School, 1978, South Bend Northern Indiana Chapter AIA Annual Collegiate Design Charette, 1983, Third Prize Northern Indiana Chap. AIA Annual High School Drafting Competition, 1976, 15t Prize Tau Beta Pi National Engineering Honor Society, 1982, University of Notre Dame Tau Sigma Delta National Architecture Honor Society, 1983, Univ. of Notre Dame Vietnam & Korean War Memorial Design Competition, Indianapolis, 1994, 2nd Prize Vietnam War Memorial Design Competition, Washington DC, 1981, Entrant Vietnam War Memorial Design Competition, New York, New York, 1984, Entrant C. 3215 SUGAR MAPLE COURT, SUITE R • SOUTH RI=ND, INDIANA 410028 PHONE: 514-282-2139a FAX: 5-14-282-2r394 A SQUARE DEAL- SINGE 19108 WWW. ORUMLISHANPCRUM LION. COM Recent Significant Projects (Architect of Record) Avis Service Center, South Bend, Indiana,'2000 Believers Village Master Plan, South Bend, Indiana 2013 BOSCH-Rexroth Computer Facility, Buchanan, Michigan 2005 Brown -Mackie College, Interior Renovations, South Bend, Indiana, 2005, 2006, 2007 Buck Town Tavern, Buchanan, Michigan, 2013 Calvary Baptist Church, Fundraising Sketches, South Bend, Indiana, 2011 Calvary Baptist Church, South Seaville, New Jersey, 2007 Castle Point Apartments Clubhouse Renovation, South Bend, Indiana 201-5 Ridgeview Bible Church, Chadron, Nebraska, 2011 Duley Press, Mishawaka, Indiana, 2004 Early Local Census 2010 Office, US Census Bureau, South Bend, Indiana 2008 East North Shore Town Homes, South Bend, Indiana, 2011 • First Baptist Church, South Bend, Addition, South Bend, Indiana, 2011 Fun Tan, Tanning Salons, South Bend, IN, 2001, 2004, 2005, 2007, 2008 Good Samaritan Thrift Shop, Addition, Winamac, Indiana 2014 Greater Niles Community Federal Credit Union, Cassopolis, Michigan, 2006 Greater Niles Community Federal Credit Union, Niles, Michigan, 2010 Hannah & Friends Equestrian Stables, South Bend, Indiana, 2008 International Brotherhood of Electrical Workers, Training Facility, South Bend, Indiana 2018 James Island United Congregational Church, James Island, South Carolina, 2015 John XXIII Retreat Center Facility Assessment, Hartford City, Indiana 2013 Kaurich Chiropractic Clinic, South Bend, Indiana, 2003 Latrobe Community Alliance Church, Latrobe, Pennsylvania, 2013 LaPorte Presbyterian Church, Interior Remodeling, LaPorte, Indiana 2013 - 2015 Little Caesar Restaurants, (4): Indiana, Illinois, Minnesota and Kentucky 2013 - 2015 Local Census 2010 Office, US Census Bureau, Houma, Louisiana, 2009 Local Census 2010 Office, US Census Bureau, San Angelo, Texas, 2009 Manufacturing Technology, Inc., Additions & Expansions, South Bend, 2005, 2006, 2008 Mayflower Prairie, Retirement Villas, South Bend, 2017 Mighion Dental Center, Mishawaka, Indiana, 2006 Morris Animal Hospital, Granger, Indiana, 2001 Near Northwest Neighborhood Community Offices, South Bend, IN, 1998 Near Northwest Neighborhood Community Center, South Bend, Indiana, 2013 North Liberty Community Building Remodeling, North Liberty, Indiana, 2003 North Liberty Police Station Remodeling, North Liberty, Indiana, 2011 L' • 3215 SUGAR MAPLE COURT, SUITE B SOUTH BEND, .INDIANA 410628 PHONE: 514-282-2998 FAX: 514-282-2994 A SQUARE DEAL- 61NCE 1968 WWW.0RUMLISWAND0RUML18W.00M North Liberty United Methodist Church, Addition, North Liberty, Indiana, 2004 Oliver Plow Commemorative Park, South Bend, 2006 Oakbrook Park Apartments Renovation, Indianapolis, Indiana 2015 Parkview Terrace Apartments Renovation, Mishawaka, Indiana 2012 Parkview Terrace Community Center, Mishawaka, Indiana 2012 Pizza Hut Restaurants, (26): Indiana & Illinois, 2013 - 2017 Presbyterian Church of LaPorte, Facility Renovations, LaPorte, Indiana 2013 - 2015 Quality Care Pharmacy, Renovation, South Bend, 2017 Ridgeview Bible Church, Chadron, Nebraska 2011 Rite of Passage, Group Home, South Bend, Indiana, 2018 St. Adalbert Parish Center Offices, South Bend, Indiana 2007 St. Ambrose Parish Facility Assessment, Anderson, Indiana 2013 . St. Henry Parish Facility Assessment, Medaryville, Indiana 2013 St. Joseph Church, Chatham, Illinois, 2001 St. Mary Parish Facility Assessment, Muncie, Indiana 2013 St. Mary Parish Facility Assessment, Frankfort, Indiana 2014 Shrimp King & More, Restaurant, South Bend, 2017 Sorrowful Mother Parish, Master Plan, Wheatfield, Indiana 2013 Sorrowful Mother Parish, Restroom Remodeling, Wheatfield, Indiana 2015 Sorrowful Mother Parish, Food Pantry & Kitchen Renovation, Wheatfield, Indiana 2018 South Bend Animal Control Shelter, South Bend, Indiana, 2000 Treehouse Cuts, Hair Salons, South Bend, Merrillville & Ft. Wayne, IN, 1995-2003 Treehouse Cuts, Hair Salons, Kalamazoo, Grand Rapids & Lansing, MI 1995-2003 Trinity School at Greenlawn, Elevator Addition, South Bend, Indiana, 2012 Veldman's Auto Service Center, South Bend, Indiana, 2006 Village of Paw Paw Historic Facades Study, Paw Paw, Michigan, 2013 L_J 3215 SUGAR MAPLE COURT, SUITE R • SOUTH REND, INDIANA 46628 PHONE: 5-14-282-2998 FAX: 5'14-282-2994 A SQUARE DEALT" SINGE 1565 WWW.GRUMLI8HAN0GRUML16W.GOM Historic Restorations and Adaptive Reuse Projects Brendan Crumlish, President Crumlish & Crumlish Architects, Inc. 1864 Baraga House, Sault Ste. Marne, MI Historic restoration of the home of Frederic Baraga, catholic missionary and first Bishop of the Up- per Peninsula. [Construction completed 1987] Barker Woods, Michigan City, IN Historic preservation and adaptive reuse of an historic home and grounds into administrative facili- ties for the National Audubon Society Regional Headquarters. [Construction completed 1982] 1890 Baumgaatern Residence Porte-Cochere, South Bend, IN • Period reconstruction drawings for porte-cohere addition to historic Queen Anne home. [Design completed 2015] Berrien Springs Downtown Revitalization Study, Berrien Springs, MI Design, planning and development of downtown facade guidelines booklet for historic streetscape, including individual facade studies, sidewalk layouts, and proposed signage and landscaping. [De- sign completed 1994]. 1909 Beudert Residence, South Bend, IN Schematic design for restoration of front porch and attic conversion for an historihome in Riverside Drive Local Historic District. [Construction completed 2008]. Bible Baptist Church, Augusta, MI Preliminary designs and cost estimates for an historically sensitive addition to a 19th century church. [Design completed 1996] Brown Residence, Osceola, IN Reconstruction and re -use of historic 19th century Greek Revival farmhouse, relocated from Cas- sopolis, Michigan to Osceola. Featured in Country Home magazine, 1997; and Better Homes and Gardens The New Remodeling Book, 1998. [Construction completed 1989] Budny Building, South Bend, IN Exterior facade improvements for masonry storefront building in downtown South Bend. [Construc- tion completed 2003] • 1 of 7 �1 • 3215 SUGAR MAPLE COURT, SUITE 13 SOUTH BEND, INDIANA 46628 PHONE: 514-282-2998 FAX 514-282-2994 A SQUARE DEAL- SINCE 1968 WWW. ORUMLISHANDGRUMLISH.COM Clark Lodge, Buchanan, MI Sensitive adaptation of new exterior porch overlooking the St. Joseph River at the Clark Company corporate lodge. [Construction completed 1990] Cotter Street Survey, South Bend, IN Architectural reconnaissance survey and research for 1NDoHP Section 106 study of proposed im- pact of new roadway through former Studebaker Manufacturing grounds. [Survey completed spring 2008]. 1873 Old County Records Building, Berrien Springs, MI Cost estimates for future restoration of original county records building. [Further design work pending funding applications.] 1873 Old County Records Building, Berrien Springs, MI • Construction documents for fire damage repairs to original county records building. [Construction completed summer 2008.] 1839 Courthouse Master Plan, Berrien Springs, MI Summary plan for future improvements and restoration efforts for the buildings and grounds of the historic Courthouse Museum and Sheriff's House complex. [Further design work pending funding applications.] 1839 Courthouse Museum Accessibility, Berrien Springs, MI Historically sensitive modifications and renovations to make the historic courthouse museum more accessible to persons with disabilities. [Further design work pending funding applications.] 1839 Courthouse Museum Restoration, Berrien Springs, MI Historically sensitive reconstruction of original masonry chimneys, reconstruction of historic perimeter fencing, re -painting of the courthouse siding and re -glazing of the windows. [Construc- tion completed 1994] 1887 Costello House, South Bend, IN Renovation of wood clapboard exterior siding, trim, doors and windows of the rear addition to an historic home. [Construction completed 2004] 1933 Cypress Log House, Beverly Shores, IN Preliminary designs and cost estimates for rehabilitation of former Chicago World's Fair "Century of Progress" home now relocated in Beverly Shores. [Study completed 1999] . Dvorak Residence, South Bend, IN Schematic design for restoration of missing front porch on an historic home in North Shore Drive Local Historic District. [Construction completed 20101. 2of7 3215 SUGAR MAPLE COURT, SUITE B SOUTH BEND, INDIANA 4101028 PHONE 51.4-282-2998 FAX: 514-282-2994 A SQUARE DEALTM SING= 19108 WWW.GRUML10HANDGRUMLISH.00M Gallen Railroad Depot, Gallen MI Preliminary cost estimates for renovation of a former Michigan Central Railroad depot. [Project abandoned and building razed by AMTRAC in 2008] 1885 Garwood House, LaPorte, IN Preliminary designs for exterior porch reconstruction, slate roof replacement and masonry chimney and wall repairs on an 1880's farmstead. [Design completed 2001] Greater New Vision Church, South Bend, IN Adaptive reuse of 1920's retail hardware store for a new church and daycare center. [Construction completed 1996 ] Gregory Residence, Edwardsburg, MI Feasibility study and master plan for addition to historic 19th century home. [Study completed 1998] Harrington Residence, Gallen, MI Feasibility study and design drawings for 1880's farm home restoration. [Study completed 2016] 1966 Hawkins -Hoban Residence, Bridgman, MI Design study for interior renovation of Lake Michigan beach cottage. [Design completed 2017] Howland Residence, South Bend, IN New home done as a precise replica from historic American Building Survey drawings of the 1755 George Wythe House in Williamsburg, Virginia. [Construction completed 1996] 1889 Hinchman School, Hinchman, MI Feasibility study and cost estimating for an adaptive reuse of an historic one -room schoolhouse into a gift shop and offices. [Study completed 1993] King -Scott Residence, South Bend, IN Design study for sunroom renovation of 1920's home. [Design completed 2016] 1930 Leone Residence, South Bend, IN Historically sensitive re -roofing of masonry home, and reconstruction of garage facade in Riverside Drive Local Historic District. [Construction completed 2000] McNulty Residence, South Bend, IN Feasibility study and master plan for addition and renovation of 1929 home. [Design completed 2016] 3 of 7 • • • • 3215 SUGAR MAPLE GOURT, SUITE 13 • SOUTH 13END, INDIANA 461028 PHONE: 5114-282-2998 FAX 574-282-29914 A SQUARE DEALTM SINGE 1968 WWW.CRUMLIBHAN0CRUML18H.00H Manufacturing Technology Inc, Storage Building, South Bend, IN Design and construction documents for rehabilitation of former 1920's industrial building for mod- ern storage facility. [Construction completed 2006] 1908 Nolan-Minkler Building, South Bend, IN Adaptive reuse of former retail complex into administrative offices and conference center for the Near Northwest Neighborhood, Inc. [Construction completed 1998] Oliver Plow Park, South Bend, IN Feasibility study and cost estimates and construction documents for commemorative memorial to employees of former Oliver Plow Works, South Bend. [Study and documents completed 2009] Oliver School, South Bend, IN Feasibility study and cost estimates for adaptive reuse of early 1900's elementary school as apart- ments and senior's center. [Study completed 1986] Paw Paw Downtown Facades Study, Paw Paw, MI Design, planning and development of downtown facade guidelines booklet for 61 historic individual facade studies, and proposed signage and landscaping. [Design completed 2013]. Pepple Block Study, South Bend, IN Feasibility study and cost estimates for proposed renovation of former 1930's retail complex. [Study completed 1999]. Portage Cafe, South Bend, IN Exterior facade improvements for 1940's masonry storefront building in South Bend. [Design com- pleted 2004]. Probst House, South Bend, IN Historically sensitive landscaping, site lighting and parking lot design for an historic 19th century home, now used as professional offices. [Construction completed 2000] 1888 Ridgeway Building, LaPorte, IN Feasibility study and cost estimates for proposed renovation of 1890's retail block. [Study complet- ed 2002] River of Life Church, South Bend, IN Feasibility study and cost estimates for code improvements to historic 1934 United Brethren Church. [Study completed 1999]. 4 of 7 3215 SUGAR MAPLE COURT, SUITE 5 SOUTH E5END, INDIANA 46628 PHONE: 5-14-282-2598 FAX: 514-282-2594 A SQUARE DEAL- SINGE I5(o8 WWW.CRUMLI8HANDCRUML1814.0OM Roseland Survey, South Bend, IN Windshield survey and initial documentation of potential historic properties in Town of Roseland [Survey completed 2005] 1964 St. Adalbert's Parish Office Building South Bend, IN Design and construction documents for conversion of former Mid -20th century parish convent to parish ,offices. [Designs completed 2008]. 1935 St. Ambrose Parish, Anderson, IN Building facility assessment for a 5 -building parish campus featuring early -to -middle 2011 century church, rectory and parish classroom buildings. [Study completed 2013] 1948 St. Henry Parish, Medaryville, IN Building facility assessment for a single church parish building. [Study completed 2013] 1850 St. Joseph Parish, Delphi, IN Building facility assessment for a 5 -building parish campus featuring 19" century church and recto- ry. [Study completed 2015] 1964 St. Joseph Parish, Frankfort, IN Building facility assessment for a 5 -building parish campus featuring mid -20th century church and rectory. [Study completed 2014] 1962 St. Mary Parish, Muncie, IN Building facility assessment for a 9 -building parish campus featuring early -to -middle 20th century church, rectory and parish classroom buildings. [Study completed 2013] 1930 Seabaugh Residence, South Bend, IN Design and construction documents for historically sensitive addition to historic home. [Construc- tion completed 2006] 1964 Sorrowful Mother Parish, Wheatfield, IN Building facility assessment for a 3 -building parish campus featuring middle 20th century church, rectory and parish classroom buildings. [Study completed 2013] 1964 Sorrowful Mother Parish, Wheatfield, IN Building renovation for Food Pantry, Kitchen, Classrooms, and accessible restrooms. [Construction expected mid -20181 1827 Henry Rowe Schoolcraft House, Sault Ste. Marie, MI Restoration and reconstruction of portions of the original Federal -style home of the first Indian Agent of the Michigan Territory for use as a period structure. [Construction completed 2000]. 5 of 7 • • 3215 SUGAR MAPLE COURT, SUITE B SOUTH BEND, INDIANA 46628 PHONE: 514-282-2998 FAX: 514-282-2994 A SQUARE DEAL- SINGE 19(os WWW. CRUMLIS HAND CRUMLIS H.COM 1870 Sheriff's House Museum, Berrien Springs, MI Restoration of the historic masonry structure and adaptive re -use for the Berrien County Historical Association museum, period rooms, offices and county records archives. [Construction completed 1984] 1893 M.B. Skinner Building, South Bend, IN Structural and window improvements as a facade rehabilitation for masonry industrial building. [Construction completed 2004] 1840 Smith Chapel, Edwardsburg, MI Exterior building assessment for a one -room wood chapel. [Study completed 20021 South Bend Animal Control Shelter, South Bend IN Adaptive reuse of turn -of -the -century Firehouse #8 into offices and kennels for new city depart- ment. [Construction completed 1999]. South Bend Controls, South Bend, IN Preliminary designs for facade and window modernization on 1920's industrial building. [Design completed 1998]. South Bend Latheworks and Singer Sewing Machine Factory, South Bend, IN Adaptive reuse of historic 19th century industrial buildings along South Bend's East Race for use as an hotel, restaurant and office. [Construction completed 19861. South Bend Monument Company, South Bend, IN Exterior facade improvements for 1920's masonry storefront building in South Bend. [Design com- pleted 2003]. 1903 Sutherland House, Andrews University, Berrien Springs, MI Restoration and adaptive reuse of the historic home of the university's first president, for the of- fices and conference center of the World Mission of the Seventh Day Adventist Church. [Construc- tion completed 1985]. 1907 Swank-Reisor House, South Bend, IN Restoration of wood clapboard exterior and windows of historic home of Leo Swank, early South Bend dry cleaning businessman, located in Riverside Drive Local Historic District. [Construction completed 1995; this is the former home of Brendan Crumlish]. Swartz Residence, Buchanan, MI • Renovation and addition to historic 1920's farm home. [Construction expected 2018] 6 of 7 3215 SUGAR MAPLE COURT, SUITE 13 • SOUTH SEND, INDIANA 46628 PHONE: 514-282-2998 FAX: 574-282-2994 A SQUARE DEALTm SINCE 1968 WWW.0RUMLISHAND0RUML1614.00M 1911 Talcott-Crumlish House, South Bend, IN Interior renovation of historic home in Riverside Drive Local Historic District and originally design by architect Earnest Young for Thadeus Talcott, then editor of the South Bend Tribune. [Construc- tion completed 2005; this is the current home of Brendan Crumlish]. 1855 Trinity Episcopal Church, Niles, MI Historically sensitive exterior masonry restorations and re -roofing work, and new interior handicap restroom facilities. [Construction completed 1999]. 1910 United Methodist Church, North Liberty, IN An historically sensitive new front entrance with handicap accessibility for church. [Construction completed 2003] 1911 W.E. Newton Co. Building, San Angelo TX An historically sensitive, partial interior office remodeling of an historic 4 -story furniture warehouse in downtown San Angelo. [Construction completed 2010.] Walnut Grove School, South Bend, IN Schematic designs, cost estimates and project administration for relocation of historic 19th centu- ry, one -room, wood schoolhouse, now used as an interpretative center for SBCSC students. [Con- struction completed 1992] Van Buren Center, South Bend, IN Preliminary cost estimates, schematic designs and construction documents for remodeling of a 1930's neighborhood grocery store for a community meeting center. [Construction completed 2013.] Ven! Candy Shop, Niles, MI Design consultations for second floor alterations and marquee above an historic late 19th century candy shop, [Construction completed 2009] 1888 Zion United Church of Christ, South Bend, IN Feasibility study and cost estimates for rehabilitation and maintenance work on historic church and Sunday school building. [Study completed 2008]. is 7 of 7 ERIC STALHEIM 902 East Washington Street, South Bend, Indiana 64417 +14515)-975-9639 • ecstalheim@gmail.com 26 February 2018 Historic Preservation Commission of South Bend and Saint Joseph County Board 227 West Jefferson Boulevard South Bend, Indiana 466o1 Dear Board Members, I am writing to offer my application to the open position of Architectural Historian in the Commission's Review Board. My background and experience with both the history of architecture and the preservation of built cultural heritage make me an ideal candidate for the position. From Iowa State University I received a Bachelors of Architecture followed by a Masters of Science from the University of Notre Dame. In South Bend I work for Kil Architecture and also intern for the Historic Preservation Commission of South .Bend and Saint Joseph County. I can provide references and any additional information upon request. The best way to contact me is by e-mail at ecstalheim@gmail.com. I look forward to hearing from you soon, thank you. Sincerely, Erk— Eric Stalheim ERIC STALHEIM 902 East Washington Street, South Bend, Indiana 46617 +1-(515)-975-9639 ecstalheim@gmail.com - Education University of Notre Dame du Lac Graduation: May 2017 - GPA: 3.815 Master of Science in Historic Preservation Iowa State University Graduation: May 2014 - GPA: 3.110 Bachelors Degree of Architecture Minor in Business Professional Experience Historic Preservation Commission of South Bend and St. Joseph County, Indiana June 2017 - Present - Digital Projects Coordinator - conduct research requests and supervise archival procedures. - Historic Preservation Specialist Intern - assist with site visits, documentation, and reporting. KIL Architecture and Planning- South Bend, Indiana June 2017 -Present - Lead on historic preservation and rehabilitation projects. - Conduct field documentation in drawings and photographs. - Create and present three-dimensional models of proposed projects. Angelo Architectural Associates - Des Moines, Iowa May 2013 - June 2015 - Draft, revise, and prepare construction documents. - Meet with and communicate directly with clients and contractors. - Had a role in the design and construction of the John Wayne Birthplace Museum. Hubbell Homes LC - Des Moines, Iowa May 2012 - May 2013 - Conduct site analysis for individual lot production housing and multifamily townhouses. - Assist with field operation and site maintenance. - Prepare and submit building permit applications. Relevant Experience - Digital Historic Architectural Research and Material Analysis (DHARMA) - Vatican City November 2016 - Prince's Foundation Summer Studio at Dumfries House - England and Scotland July 2016 - Rafael Manzano Prize Summer Studio in Traditional Urbanism - Seville, Spain June - July 2016 - Institute of Classical Architecture and Art Drawing Tour - Rome, Italy June 2016 - Institute of Classical Architecture and Art Summer Studio in Classical Architecture - NYC, NY July 2015 Honors and Awards - Masters thesis project featured in The Chicago Biennial with the Notre Dame School of Architecture Winter 2017 - Masters thesis project featured in article by David Brussat in Architecture Here and There. Oct.2017 - Masters thesis project featured in Notre Dame School of Architecture newsletter Oct.2017 - Masters thesis project featured in ND Masters of Historic Preservation promotional material Sept. 2017 - Christopher H. Browne Scholarship Recipient - Institute of Classical .Architecture and Art Summer 2016 - Richard H Driehaus Scholarship Recipient - Institute of Classical Architecture and Art Summer 2015 - Project finalist for Construction Institute Scholarship Competition Fall 2013 - Project finalist for Figge Art Museum Scholarship Competition Fall 2012 - Project selected for Department of Architecture Accreditation Spring 2012 - Project finalist for the Richard F. Hansen Scholarship Competition Fall 2011 - Project exhibited at Zhuhai College Jillin University in Zhuhai, China Spring 2010 Skills - Languages: Intermediate level Italian, Beginner level Spanish - Software: Proficient with: Auto Desk Auto CAD@, Adobe® Creative Suite, Sketch -Up, and Microsoft Office; Familiar with: Graphicsoft ArchiCAD®, Auto Desk Revit® - Other Media: Graphite, Colored Pencil, Charcoal, Watercolor, and Model Making • Is CITY OF SOUTHBEND HISTORIC PRESERVATION COMMISSION A Committee of the Historic Preservation Commission is scheduled to interview Architectural Historian applicants. TIMOTHY S. KI.USCZINSKI PRESIDENT Potential Dates/Time March 26, 2018 12:00 pm March 27, 2018 12:00 pm March 28, 2018 12:00 pm March 291, 2018 12:00 pm March 30, 2018 12:00 pm (meeting dates are subject to cancelation) Location County — City Building Department of Community Investment 14th Floor, Conference Room South Bend, IN 46601 A CERTIFIED LOCAL GOVERNMENT ELICIA FEASEL OF THE NATIONAI. PARK SERVICE HISTORIC PRESERVATION ADMINISTRATOR EXCELLENCE I ACCOUNTABILITY I INNOVATION I INCLUSION 1 EMPOWERMENT 1400S County -City Building 1227 W. Jefferson Blvd. I South Bend, Indiana 466011 p574.235.9371 If 574.235.92011 www.southbendin.gov It • 1 1 tM^Y p`Im Rs{ a !�Y{ �� DISC[fY�itNOW � https://www.south bendtri bu ne.com/news/local/how-much-has-smart-streets-driven-downtown-south-bend-s/article_493dc5c2-cd5a-5cl7-ac8c- 254c5362504b.html How much has Smart Streets driven downtown South Bend's turnaround? Has Smart Streets driven turnaround? By Jeff Parrott South Bend Tribune Mar 17, 2018 Updated Mar 17, 2018 SOUTH BEND — Because the primary draw was the Century Center's close proximity, the new Courtyard by Marriott's developer says he would have built the hotel regardless of Mayor Pete Buttigieg's Smart Streets initiative. W But A.J. Patel said Smart Streets, which has eliminated one-way streets, narrowed them to slow traffic, widened and beautified sidewalks with new trees and decorative brickwork, and created new bike paths, was a key secondary factor behind his company's $14 million investment. "Overall, with the two-way streets and the apartment people, it's a livelier downtown," said Patel, president and CEO of JSK Hospitality & Development, which hopes to open the hotel April 3. "There's retail coming in. Other companies are investing in downtown. Everything kind of came together and it's cleaned up the whole area. You've got a different image when you go down there now, compared to five years ago." In his annual State of the City speech Tuesday, Buttigieg said Smart Streets "has already been credited with helping to attract over $90 million in private investment — a nearly four -fold return on the public investment." Could that really be true? Orwould that private investment Credit to Smart Streets? naturally have materialized as the economy recovered from These are the developments Mayor Pete Buttigieg said the Great Recession of 2008? his Smart Streets project helped attract and the amount of private money invested in them: Michael Burayidi, a professor of urban planning at Ball State University, said there could be credence to Buttigieg's claim. In researching his book, "Resilient Downtowns: A New Approach to Revitalizing Small and Medium -City Downtowns," Burayidi traveled the country, interviewing city and town officials. He found that smart or "complete" streets were a common thread running through success stories. In the mid -20th Century, as America fell in love with the automobile, cities designed their downtown streets to decrease congestion with one-way thoroughfares that moved traffic to the suburbs as quickly as possible, Burayidi said. Over the past decade, cities have increasingly reversed course, embracing a "new urbanism" that seeks to return downtowns to their initial function as a community's backbone. "Communities that spend money to improve the quality of place and to make their downtowns pedestrian -friendly, such as Kokomo, South Bend and Lafayette, those are the communities that are seeing a resurgence of their downtown," Burayidi said. "A community can't simply sit back and say, `Well the economy is improving so we are going to attract business investment anyway.' ... It's not going to happen." Tribune Graphic/JOHN STUMP • Indeed, after national economic recessions in 1980, 1991 and 2000, there was nowhere near the private investment downtown that the city has seen over the past two years. Ed Bradley, principal with Cressy Commercial Real Estate and lead developer of an $8 million renovation of the One Michiana Square office building at 100 E. Wayne St., has been a commercial real estate broker in South Bend for 30 years. 0 "There's been more that's happened in the last 36 to 48 months in downtown South Bend than has happened probably in the two decades prior to," Bradley said. "When you and I go down Main Street that's going one way, five lanes, and you're blasting through town as fast as you can, and you can time those lights perfectly, you're never having to stop. You don't see what's on the street. You don't care because you're trying to get to the end of it. That's real. I really do think it's had a significant impact on people's desire to be downtown." Buriyadi said downtown revitalization requires more than just complete streets. Cities must incentivize private investment to create housing, restaurants and retail downtown. They must retain public amenities such as courthouses, museums and libraries. They must create and maintain public plazas and gathering places, and preserve historic structures "to help you tell your story. Every community is unique and the uniqueness of every community is in its downtown, not in the suburbs." Lynn Fitzpatrick, chair of the St. Joseph County Republican Party, said she doesn't agree with the Democratic mayor on some issues, but she prefers two-way streets downtown and she likes all of the new investment. Still, she said all the new private investment cannot be attributed to a single factor. P` more complicated than that," she said. "I don't know what percentage of the investment is attributable to Smart Streets, but if�Ge continue to get that kind of investment, then that's a good thing for everybody. Apparently certain developments did hinge on the two-way traffic, and that's good." Fitzpatrick said she hears criticism of Smart Streets from South Bend natives who return to the area, but they may just be objecting to such dramatic change. She said some people also think the city spent too much on the project, which is being paid for with about $21 million of tax incremental financing district money — property tax growth collected within a confined geographical area. "He took a big risk doing this," Fitzpatrick said. "Anytime you do an initiative with a significant cost, that's a risk because you're not going to make everyone happy. We have to take risks. It benefits all of us if investment in South Bend continues." Bradley said his investor group bought One Michiana Square at the end of 2015 from an out-of-state firm that had neglected maintenance, causing occupancy to dip to 40 percent. Afterthe renovation, the building is 95 -percent occupied. Bradley was asked whether he thought his project and the others downtown would have happened without Smart Streets. "It's really hard to say if this would have happened anyway," Bradley said. "Not as many (new investments), I can tell you that. •it the single factor? Probably not. But was it a contributing factor? Yes. And does that contributing factor create momentum for the next decision that's made? Yes." Jeff Parrott MINUTES OF A MEETING OF THE HISTORIC PRESERVATION COMMISSION • OF SOUTH BEND AND ST. JOSEPH COUNTY February 19th, 2018 13`t' Floor Conference Room County — City Building South Bend, IN 46601 I. CALL TO ORDER President Klusczinski called the meeting to order at 5:32pm. Members Present: Timothy S. Klusczinski, President; Elizabeth Hertel, Vice President; Michele Gelfinan, Secretary; Tom Gordon, Asst. Secretary; Brandon Anderson. Members Not in Attendance: Kevin Buccellato; Joseph Molnar, Treasurer; Mike Voll; Jennifer Parker, Architecture Historian. Staff Present: Elicia Feasel, Historic Preservation Administrator; Adam Toering, Historic Preservation Specialist; Ben Dougherty, Legal Counsel Staff Not in Attendance: Steve Szaday, Historic Preservation Inspector Members of the Public Present: Tim Corcoran, Department of Community Investment Eduardo Forero, 517 Carroll St Robert Koon, 51415 Stony Brook Drive, Granger James Mueller, Department of Community Investment Eric Stahlheim, 902 E Washington St is 11. PUBLIC HEARING A. CERTIFICATE OF APPROPRIATENESS Commissioner Gelfman moved to suspend the agenda and reverse the agenda order. Seconded by Commissioner Hertel. Four in favor, one opposed. Vote: 4 —1 Agenda order is amended. 2. 517 Carroll St COA# 2018-0206 #8952-98 Taylor's Field Representation: Eduardo Forero, 517 S Carroll St Rob Koon, 51415 Stony Brook Drive STAFF REPORT CONCERNING APPLICATION FOR A CERTIFICATE OF APPROPRIATENESS Date: 6 January 2018 Application Number: 2018-0206 Property Location: 517 S Carroll Architectural Style/Date/Architect or Builder: 1885 / L -Plan Property Owner: Eduardo Forero • Landmark or District Designation: Taylor's Field, Ordinance 118952-98 Rating: Non Contributing 1 DESCRIPTION OF STRUCTURE/ SITE: This two story plus attic L -plan structure has an irregular plan and is situated on a cement block foundation. The exterior walls are covered in vinyl siding. The roof is covered with asphalt shingles and has a wide carved cornice under the eaves of the front gable and dormer. There is an enclosed brick porch with double hung windows and door facing the street. There are a variety of window styles, including 1/1 double hung. The front bay had two (up until December of 2017) arts -and -crafts style of division of 16/1. Front gable has an arts -and -crafts style window with 14 small panes around one slightly large pane over one. A side dormer has a fixed window with 18 divisions. A poured cement retaining wall faces the street. ALTERATIONS: COA 2005-0825 called for the removal of 8" aluminum siding to be resided with double 4" vinyl siding resembling clapboard, but permit was revoked in November of same year as the exposed original siding was determined to be in better condition than originally reported. COA 2007-0529 called for the installation of vinyl siding to the body of the house but retained, repaired, and repainted the trim around the windows, as well as the gables and fascia. COA 2007-0627 replaced the north side door with a steel security door and a new screen door in the existing frame. COA 2012-0612A installed a solid vinyl privacy fence around the perimeter of the back yard from the rear set back along the property lines. Nine original windows were replaced in December of 2017. APPLICATION ITEMS: "A) Replacement of seven windows. B) Refurbishing existing windows." DESCRIPTION OF PROPOSED PROJECT: A) Applicant seeks retroactive approval for the installation of seven Triple Pane — Ecoshift "Panorama Series Windows". The subject windows are double hung and two are 2 -lite. Window distribution as follows: two double hung (29'/2" x 69") in the living room, two double hung (29 7/8" x 61 1/8") in the main bedroom, and two double hung (29'/2" x 61 1/8") and another double hung (27'/2" x 53") in the second bedroom. B) Applicant seeks permission to remove two 2 -lite vinyl windows that were previously installed without Certificate of Appropriateness. These windows will be replaced with refurbished original windows. PRESERVATION INSPECTOR REPORT: January 31, 2018 On January 29, 2018, I had the opportunity to meet with the owner of 517 Carroll St at the address to inspect the condition of the windows that were removed from the large front openings on the first and second floor of the house. The windows were both double hung with a single mullion on the lower sash and twelve rectangular or square panes on the upper sash. The sashes are not deteriorated due to rot or water damage, but are in need of repairs. Photographs will show that the sides of one of the upper sashes is split but could be repaired. There is also another sash that the mortise and tenon joints have split and part of the mortise • is no longer present. There are areas where the glazing material is absent and the majority of the glazing needs to be removed, cleaned and new material applied. There are also areas of damaged mullion where the sash lock has broken the mullion when not fully opened. I talked to the owner of the windows installation company and inquired to the methodology of how the installers would have put the new windows in to speculate if the original jambs may have been damaged or removed during the installation. He informed me that the replacement windows did not have flanges and that the interior stops were reused. He also said that the sash ropes were cut but the weights left in the pockets. Some of the pulleys may have been damaged or removed during installation depending on the fit and square of the existing openings. I cannot determine the condition of the jambs without removing the new windows. The installer stated that the large windows, especially the one on the first level, had severe damage to the jamb and sill plate. I cannot confirm nor deny these claims as the interior trim work and exterior aluminum wrap obscure clear view to the frame. I also learned that the largest double hung window the company makes is 48" wide. The original windows are 51.5" and 52" wide. They did not want to lose any windows light by using two double -hung with center support which is why they were forced to use sliders. He also suggested false grids for the sake of appearances but they were cost prohibitive. Steve Szaday Historic Preservation Inspector STANDARDS AND GUIDELINES: Taylor's Field Local Historic District Guidelines The Guidelines selected by the Taylor's Field Local Historic District are: (b2) Rehabilitation Maintaining the existing character of the District, and whenever possible returning it to its original condition. Any rehabilitation would not require the removal of all non -original materials but would encourage the removal of all such materials which are incompatible with the defined elements of preservation for the District. The design of new construction or alteration would not require the duplication of the original design and construction, but should be compatible with the existing structures and the District's defined elements of preservation. The use of original materials or construction techniques would be encouraged, but contemporary methods and materials would be acceptable when compatible. H. EXISTING STRUCTURES • C. WINDOWS AND DOORS Windows and door frames are in most cases wood. Brick structures have stone sills and brick lintels. In some cases where additional siding has been applied window trim has been covered. Many structures in the district have aluminum storm windows. Some houses retain wood framed storm windows. • Required Original windows and doors shall be retained including sashes, lintels, sills, shutters, decorative glass, pediments, hoods and hardware. When deteriorated beyond repair, they shall be replaced with units and trim resembling the original. Recommended Wood frame storm windows and doors painted to match the original should be used but should not damage existing frames and should be removable. If new sashes or doors are installed, the existing or original materials, design and hardware should be used. When metal storm doors and windows are used, they should be painted, anodized or coated to match the existing. When awnings are used they should be of canvas material. Prohibited Original doors, windows and hardware shall not be discarded when they can be restored and re -used in place. New window and door openings which would alter the scale and proportions of the building shall not be introduced Inappropriate new window and door features, such as aluminum insulating glass combinations that require the removal of the original windows and doors, shall not be installed Not Recommended Awnings, hoods and fake shutters made of metal, vinyl or fiberglass should not be used if they would detract from the existing character or appearance of the building. STAFF RECOMMENDATION: Staff recommends retroactive approval of the application to install seven new vinyl windows in this structure. Staff recommends approval of the application to remove the vinyl 2 -lite windows and refurbish the original windows, as they are a character defining feature of the house. Written by Adam Toering Historic Preservation Specialist Approved by Elicia Feasel Historic Preservation Administrator • PUBLIC COMMENTARY: Rob Koon, 51415 Stony Brook Drive — His business offers affordable window solutions to an economically challenged area of the community. Mr. Koon further discussed the energy conservation of the vinyl windows, and suggested options for modifying the windows with the addition of applique mullions. Commissioner Anderson made a motion to approve application #2018-0206 as presented, with the two windows to be refurbished to be remanded to Staff opinion. Seconded by Commissioner Gordon. Five in favor, none opposed. Vote: 5 — 0 COA#2018-0206 is conditionally approved. 1. 1728 E Wayne St COA# 2018-0118 #7796-87 East Wayne Street Historic District No Representation. STAFF REPORT CONCERNING APPLICATION FOR A CERTIFICATE OF APPROPRIATENESS • Date: February 12 2018 Application Number: 2018-0118 Property Location: 1728 East Wayne Street Architectural Style/Date/Architect or Builder: Neo -Colonial / 1952 / "Parchem House" y Property Owner: Daniel & Elizabeth Colleran Landmark or District Designation: East Wayne Street Local Historic District, Ordinance #7796-87 Rating: Non -Contributing DESCRIPTION OF STRUCTURE/ SITE: The Garrison Colonial Revival house is a 2 -story with rectangular frame. It has a gable roof, plain raking trim and asphalt shingles. The second floor overhangs at the front. The exterior fagade is wood shingles and flagstone. The wooden windows are 2/2 double hung with horizontal lines and louvered shutters. There is a large picture window flanked by double hung 2/2 sashed windows in a square bay extension at the front of the house. The entry is offset with a single door and wood screen, simple flush pilaster and entablature detail. The chimney is external and on the west side of the structure. A one-story shed addition is at the rear of the main house. There is a detached 2 -car garage at the rear of the property.. ALTERATIONS: The concrete stoop previously had railings, but they were removed at some point. CoA 1998-0910 permitted the complete tear -off and re -roof of the structure. Ten original windows were replaced in January of 2018 without COA. APPLICATION ITEMS: "Window replacement — leaking windows w/ lead paint." DESCRIPTION OF PROPOSED PROJECT: Applicant seeks retroactive approval for the removal and replacement of ten of the existing original wood 2/2 double -hung windows on the second floor with 1/1 double hung Pella Series 250 vinyl windows. The distribution of the windows on the second floor according to supplemental information provided by the applicant is as follows: The North (street) face has three windows (one in the guest room, two in the nursery). The East (driveway) face has two windows (one in the nursery, one in the hallway). The South (rear) face has three windows (one in the bathroom, two in the master bedroom). The West face has two windows (one in the master bedroom, one in the guest bedroom). The windows on the first floor (including a large picture window on the street face) are not being replaced at this time. PRESERVATION SPECIALIST REPORT: January 18, 2018 At approximately 12 pm, I drove past the house located at 1728 E Wayne St, part of the East Wayne Local Historic District. I noticed a box truck in the driveway and someone on a ladder installing a window on the second story. I stopped and introduced myself and my business card. I inquired if any building permits were obtained, the gentleman informed me that he is a • Lowe's subcontractor and they handle all that. He informed me that the owner was home and he would get her. I approached the door introduced myself and gave her my card. She informed me that she read that guidelines and that she was under the impression that the work being performed was within those guidelines since her house was rated non-contributing in the guidebook. I informed her that any work anywhere in the county that materials cost more than $400 required a building permit. In any case, the house is still a part of a designated historic district and a change in materials is being performed, the Historic Preservation Commission would still have to have an approved Certificate of Appropriateness before the Building Department could issue a permit. She informed that she was pregnant and they are under a time crunch to get the windows replaced (and lead paint removed) prior to the baby's arrival. I asked her to please contact the Historic Preservation Commission (number on the card) after Ipm to find out what needs to happen next. The contractor asked me if he should continue the installation, I informed him that I cannot issue a stop -work order but the Building Department could. I photographed the windows that were removed and they are wood double -hung windows two over two horizontal with aluminum storms over. The ones being installed are vinyl double -hung. I returned to my vehicle and telephoned the Building Department. They told me they would send someone out. I also sent a message to the Administrator and Preservation Specialist to make them aware of the situation. Steve Szaday Historic Preservation Inspector STANDARDS AND GUIDELINES: East Wayne Street Historic District — Guideline for Historic Preservation and Redevelopment The East Wayne Street Local Historic District was established by an ordinance enacted by the Common Council of the City of South Bend in 1987 for the protection of the historic character of the neighborhood. Under the requirements of this ordinance, a Certificate of Appropriateness (CoA) is required for any activity in the district which requires a building permit or which alters the appearance of a building or site. Painting of previously painted surfaces is released from this requirement and requires no approval. Consideration by the Historic Preservation Commission of proposed repairs or alterations is guided by the following set of guidelines which have been developed cooperation with neighborhood representatives and have been adopted by referendum of the district property owners. Note: The Guidelines selected by the East Wayne Street Local Historic District are (b2) — Rehabilitation. • (b2) Rehabilitation Maintaining the existing character of the District, and whenever possible returning it to its original condition. Any rehabilitation would not require the removal of all non -original materials but would encourage the removal of all such materials which are 0 incompatible with the defined elements of preservation for the District. The design of new construction or alteration would not require the duplication of the original design and construction, but should be compatible with the existing structures and the • District's defined elements of preservation. The use of original materials or construction techniques would be encouraged, but contemporary methods and materials would be acceptable when compatible. C. WINDOWS AND DOORS Window and door frames are of wood or steel (some casements) or in the case of brick structures, stone sills and brick lintels. Where metal or vinyl siding has been applied, window trim has been covered. Storm windows are of wood or aluminum. Required Original windows and doors shall be retained including sashes, lintels, sills, shutters, decorative glass, pediments, hoods, and hardware. When deteriorated beyond repair, they shall be replaced with units and trim resembling the original. Recommended Wood frame storm windows and doors painted to match the original should be used but should not damage existing frames. If new sashes or doors are installed, the existing or original materials, design, and hardware should be used. When metal storm doors are used, they should be painted, anodized or coated to match the existing. When awnings are used they should be of canvas material. Prohibited Original doors, windows and hardware shall not be discarded when they can be restored and re -used in place. New window and door openings which would alter the scale and proportion of the building shall not be introduced. Inappropriate new window and door features such as aluminum insulating glass combinations that require removal of the original windows and doors shall not be installed. Not Recommended Awnings, hoods, and fake shutters made of metal, vinyl, or fiberglass should not be used if they would detract from the existing character or appearance of the building. STAFF RECOMMENDATION: ■ Original windows on both floors of the structure were wooden 2/2 double hung. The replacement windows installed on the second floor are vinyl 1/1 double hung. Had the contractor applied for the required building permit HPC staff would have been able to advise the homeowner regarding window divided light pattern and materials to come to an agreeable and cost- effective solution. ■ The condition of the original windows is unknown as the contractor removed windows and installed new prior to inspection • and prior to obtaining a building permit. According to the homeowner the windows contained lead paint the removal of which would require a certified lead/EPA contractor. Staff acknowledges that there are a limited number of lead/EPA certified contractors available locally contributing the practical difficultly of reusing the original windows. ■ The East Wayne Street Standards and Guidelines advise that original windows and doors shall be retained, including sashes, lintels, shutters, decorative glass, pediments, hoods and hardware. When deteriorated beyond repair, they shall be replaced with units and trim resembling the original. Written by Adam Toering Historic Preservation Specialist Approved by Elicia Feasel Historic Preservation Administrator Public Discussion: Eric Stahlheim, 902 E Washington Street — I'm an Architectural Intern and have a Masters in Historic Preservation. Two comments based upon his experience in the Historic Preservation field: First, the color which was mentioned — typically, before 1960, you never saw white windows. Two, as far as the pattern, the 2/2 horizontal was a very West Coast thing. In the 1950s it was very common elsewhere in the US, but not so much in the Midwest and especially on a Neo -Colonial house, stylistically. So those two things, to me at least, seem like unique and important character defining features. More so than the fact that is a 2/2, but that it is on a Neo -Colonial style, the marriage of the two. Commissioner Gordon made a motion to deny COA #2018-0118 as presented, adding that the fee would be waived were they to reapply. Commissioner Gelfinan seconded. • In cases of motion for denial, votes in favor of the motion in fact support the motion to deny the application. Roll was called: 5 Commissioner Gelfman: I vote in favor of the motion to deny application #2018-0118 due to wrong style of windows without a CofA, without a building permit, and they were asking for • retroactive approval. Commissioner Anderson: Votes nay to the motion. Commissioner Hertel: I vote in favor of the motion to deny application #2018-0118, as the changing of the windows disrupts the historic integrity of this unique home and the inability to discuss with the homeowner the potential options that are available that they would be willing to look into. Commissioner Klusczinski: I vote in favor of the motion to deny application #2018-0118. This particular project does not achieve the stylistic intentions of the original windows that were removed. The applicant is not represented this evening — without any opportunity to discuss conditions or ways of trying to achieve some compromise in some way. It is not my intention to burden staff with too many abstract issues and I believe that if the owner comes forward with a way to try and achieve the stylistic intention of the house we would more likely in favor of it, even though the material choice was incorrect. I believe that as is the application does not support the standards and guidelines for the East Wayne Historic District. I believe that the public detriment created is a departure from the ordinance that binds the entire district — whether the properties are rated Non -Contributing or Notable. The financial hardship has not been demonstrated here with any documentation so I can't even weigh that in at this point. Commissioner Gordon: I vote in favor of the motion to deny this application. It's too far outside the guidelines for me to — even in this style of house — out of the character of the rest of the • neighborhood, it is still within the district, it is still has to remain bound by the guidelines, and no opportunity to approve it with conditions because there can be no conversation with the owner. Four in favor, one opposed. Vote: 4 —1. Motion to deny COA #2018-0118 is passed. Commissioner Klusczinski requested that the following be conveyed to the owner: that any retroactive projects or installations in the future will not necessarily be considered and may be subject to denial. If the homeowner is willing to submit another application that considers some of the stylistic intentions of the original windows and some of the Commissioners concerns this evening, that their fee would be waived on their next application on this project. Application COA #2018-0118 is denied. III. HEARING OF VISITORS IV. REGULAR BUSINESS A. APPROVAL OF MINUTES 1. January 22", 2018 Meeting minutes is approved by general consent. B. TREASURER'S REPORT — N/A. • C. STAFF REPORTS M 1. Correspondence — Distributed. 2. COA Report — Distributed. . 3. Legal — Legal Counsel Ben Dougherty will no longer be the HPC counsel, as he has taken another position within the City of South Bend Administration. D. COMMITTEE REPORTS V. OLD BUSINESS A. By -Laws — Staff will distribute the blackline and clean copy to Commission members. Commissioner Anderson made a motion to continue until the next meeting of the commission. Commissioner Hertel seconded. Five in favor, none opposed. Vote: 5 — 0. Motion passes. VI. NEW BUSINESS VII. ANNOUNCEMENTS AND MISCELLANEOUS MATTERS A. Palais Theater B. Engman Natatorium C. Meeting Times D. Steve Szaday (Historic Preservation Inspector) is now an employee of Code Enforcement. VIII. ADJOURNMENT . Commissioner Hertel made a motion to adjourn. Seconded by Commissioner Anderson. All in favor, none opposed. Vote 5 — 0. Meeting adjourned at 8:16 pm. Attest: &�' �' (iz_"— 1:�( 0 -Ia, M ch le Gelfin ,Sec etary Date 0