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HK Agenda - 2024-04-02
Heritage Kitchener Committee Agenda Tuesday, April 2, 2024, 4:00 p.m. - 5:00 p.m. Council Chambers City of Kitchener 200 King Street W, Kitchener, ON N2G 4G7 People interested in participating in this meeting can register online using the delegation registration form at www.kitchener.ca/delegation or via email at delegation(a)kitchener.ca. Written comments received will be circulated prior to the meeting and will form part of the public record. The meeting live -stream and archived videos are available at www.kitchener.ca/watchnow. *Accessible formats and communication supports are available upon request. If you require assistance to take part in a city meeting or event, please call 519-741-2345 or TTY 1-866-969-9994.* Chair - J. Haalboom Vice -Chair - P. Ciuciura Pages 1. Commencement 2. Disclosure of Pecuniary Interest and the General Nature Thereof Members of Council and members of the City's local boards/committees are required to file a written statement when they have a conflict of interest. If a conflict is declared, please visit www. kitchener. ca/conflict to submit your written form. 3. Delegations Pursuant to Council's Procedural By-law, delegations are permitted to address the Committee for a maximum of five (5) minutes. 3.1 Item 4.1 - Gillian Smith 3.2 Item 4.2 - Candice Bogdanski 4. Discussion Items 5. 4.1 Draft Heritage Impact Assessment (HIA) - 236- 264 Victoria Street North, DSD -2024-117 4.2 Heritage Permit Application HPA-2024-IV-006, 1385 Bleams Road, Removal of Garage, DSD - 2024 -148, DSD -2024-148 4.3 Notice of Intention to Designate -10 Duke Street West under Part IV of the Ontario Heritage Act, DSD -2024-133 4.4 Notice of Intention to Designate - 91 Madison Avenue South under Part IV of the Ontario Heritage Act, DSD -2024-138 4.5 Bill 23 Municipal Heritage Register Review - April 2024 Update, DSD -2024-131 Information Items 5.1 Heritage Permit Application Tracking Sheet Adjournment Marilyn Mills Committee Coordinator 5m 3 10m 127 10m 137 10m 286 20 m 304 Im Page 2 of 348 Staff Report r NJ :R Development Services Department www.kitchener.ca REPORT TO: Heritage Kitchener DATE OF MEETING: April 2, 2024 SUBMITTED BY: Garett Stevenson, Director of Development and Housing Approvals, 519-741-2200 ext. 7070 PREPARED BY: Jessica Vieira, Heritage Planner, 519-741-2200 ext. 7291 WARD(S) INVOLVED: Ward 10 DATE OF REPORT: March 5, 2024 REPORT NO.: DSD -2024-117 SUBJECT: Draft Heritage Impact Assessment (HIA) 236-264 Victoria Street North RECOMMENDATION: For information. BACKGROUND: The Development and Housing Approvals Division is in receipt of a draft Heritage Impact Assessment (HIA) dated December 2023 and prepared by McNaughton Hermsen Britton Clarkson Planning Limited (MHBC), on behalf of Reinders and Law Ltd. The HIA relates to a submitted Official Plan Amendment and Zoning By-law Amendment (OPA24/001/V/CD and ZBA24/001/V/CD) for the properties municipally addressed as 236 and 264 Victoria Street North. The planning applications propose a mixed -used development comprised of three towers connected through a podium. The eastern -most tower, oriented towards St Leger Street, is proposed to be 40 storeys in height with an adjacent 18 -storey mid -rise tower to the west. The western -most tower is proposed to be 35 storeys in height, and the connecting podium will range between 4-6 storeys. The development will provide a total of 1,076 dwelling units and 1,113 square metres of commercial space in addition to a mid - block public-private outdoor amenity space identified by a glass feature and other detailed landscaped elements. Figure 1: Proposed Site Plan with Tower Layout *** This information is available in accessible formats upon request. *** Please call 519-741-2345 or TTY 1-866-969-9994 for assistance. Page 3 of 348 Figure 2: Rendering of Proposed Development - View from Victoria & St Leger Street As of the date of this report, 236 Victoria Street North contains a three-storey commercial building and surface parking lot. 264 contains a three-storey fitness facility and a surface parking lot. Neither of the subject properties have status under the Ontario Heritage Act, and both were reviewed in 2005 for the Heritage Kitchener Inventory and determined to have no heritage value or significance. The subject lands are, however, located within the Warehouse District Cultural Heritage Landscape (CHL) as per the Cultural Heritage Landscape Study completed in 2014 and approved by Council in 2015. The subject lands are also adjacent to identified heritage resources, including: • To the south, properties designated under Part V of the Ontario Heritage Act and located within the Civic Centre Neighbourhood Heritage Conservation District • To the south, the Civic Centre Neighbourhood Cultural Heritage Landscape; and • To the north, the Canadian National Railway Line Cultural Heritage Landscape. Page 4 of 348 :15 MT. HOPE HURON PARK LEGEND Listed ® Part IV ® Part V HCD Part IV&V ® CHL -:.. Reviewed Figure 3: Location Map of Subject Property and Surrounding Heritage Resources REPORT: Evaluation Against Criteria 9/06 The draft HIA completed an evaluation of the subject properties using the criteria for designation determined by Ontario Regulation 9/06 (as amended by Ontario Regulation 569/22). It was determined that only one criteria was met, that being that the subject lands have a direct association with significant companies. A summary of this evaluation is provided below. Criteria Criteria Met (Yes/No) 1. The property has design value or No. 264 Victoria Street North contains a physical value because it is a rare, contemporary building, while 234 Victoria unique, representative or early example Street North contains a 1960's industrial of a style, type, material, or construction facility that has undergone alterations to method. appear contemporary. 2. The property has design value or No. Contemporary materials and physical value because it displays a craftmanship is displayed. high degree of craftsmanship or artistic merit. 3. The property has design or physical No. Neither building exhibits a value because it demonstrates a high construction method or materials beyond degree of technical or scientific their utilitarian function. achievement. Page 5 of 348 4. The property has historical value or Yes. The lands have associative value associative value because it has direct with Western Boot and Shoe Company, associations with a theme, event, belief, Greb Industries, and Bauer Hockey. 5 IX 7 E:3 person, activity, organization or institution that is significant to a commun The property has historical or associative value because it yields, or has the potential to yield, information that contributes to an understanding of a communitv or culture. The property has historical value or associative value because it demonstrates or reflects the work or ideas of an architect, artist, builder, designer or theorist who is significant to a commun The property has contextual value because it is important in defining, maintaining or supporting the character of an area. The property has contextual value because it is physically, functionally, visually, or historically linked to its surroundings. 9. The property has contextual value because it is a landmark. Impact Assessment No. The subject lands can not yield any further information or understanding of the community. No. The building or architect of 234 Victoria Street North is unknown. There is no information available which suggests that the building or architect were significant to the community. No. The buildings are contemporary in their use and appearance and do not maintain a relationship with the surrounding Warehouse District CHL or CN Railway CHL, or Civic Centre Neighbourhood. No. The subject lands do not have a significant relationship to their surroundings given the change in use and appearance. No. The subject lands are not considered a landmark. The Ontario Heritage Toolkit identifies potential negative impacts to heritage properties and associated heritage attributes as a result of proposed development or alterations. The draft HIA has concluded that the proposed development will not result in any of these impacts to the subject properties, the Cultural Heritage Landscapes, the adjacent Heritage Conservation District, or nearby designated properties. While no impacts are identified and therefore no mitigation measures are required, the HIA does identify that the associative value of the subject lands to Greb Industries and Bauer Hockey should be recognized through commemoration. The proposed development is to include a commemorative component or feature that acknowledges the history of the subject lands and may include integration of a feature within the interior or atrium of the proposed towers or a feature in the public-private courtyard along the Victoria Street frontage. The HIA identified the second as being the preferred option, as this would allow for the commemorative piece to be visible and accessible to the public. The completion of a Commemoration Plan is recommended to provide specific implementation details on the commemoration. Page 6 of 348 The applicant will be attending the April 2, 2024 meeting of the Heritage Kitchener Committee to answer any questions or concerns. Heritage Planning Staff have reviewed the HIA and provided detailed comments to the application to address areas that require further assessment or discussion. At this time, Heritage Planning Staff are also seeking the Committee's input and comments, which will be taken into consideration as part of the complete staff review and processing related to the associated Planning Act Application. A copy of the HIA has been included as Attachment A in this report. STRATEGIC PLAN ALIGNMENT: This report supports the delivery of core services. FINANCIAL IMPLICATIONS: Capital Budget — The recommendation has no impact on the Capital Budget. Operating Budget — The recommendation has no impact on the Operating Budget. COMMUNITY ENGAGEMENT: INFORM — This report has been posted to the City's website with the agenda in advance of the council / committee meeting. PREVIOUS REPORTS/AUTHORITIES: • Ontario Heritage Act, R.S.O 1990 APPROVED BY: Justin Readman, General Manager of Development Services ATTACHMENTS: Attachment A — Draft Heritage Impact Assessment (HIA) — 236-264 Victoria Street North Page 7 of 348 E, G 4r Iq dERITAGE MPACT ISSESSMENT 36 and264 Victoria Street N. 'itchener a PUB? 1,1*5C yL Table of Contents 1.0 Introduction.............................................................................................................................5 1.1 Report Overview................................................................................................................5 1.2 Scope of Heritage Impact Assessment........................................................................5 2.0 Overview..................................................................................................................................7 2.1 Description of Subject Lands..........................................................................................7 2.2 Heritage Status...................................................................................................................8 3.0 Policy Overview....................................................................................................................10 3.1 The Planning Act..............................................................................................................10 3.2 Provincial Policy Statement (2020)..............................................................................10 3.3 Ontario Heritage Act.......................................................................................................11 3.4 Waterloo Region Official Plan.......................................................................................11 3.5 City of Kitchener Official Plan.......................................................................................12 3.6 City of Kitchener CHL Study..........................................................................................14 4.0 Overview of Heritage Resources.....................................................................................15 4.1 Warehouse District Cultural Heritage Landscape...................................................15 4.2 CN Railway Cultural Heritage Landscape..................................................................16 4.3 Civic Centre Neighbourhood Cultural Heritage Landscape................................17 4.4 Civic Centre Neighbourhood Heritage Conservation District .............................18 4.5 Nearby Designated Properties.....................................................................................19 4.5.1 61 Ellen Street W......................................................................................................19 4.5.2 231 Victoria Street N...............................................................................................19 4.5.3 56 Ellen Street W/239 Victoria Street N ........................................................... 20 4.5.4 257 Victoria Street N.............................................................................................. 21 4.5.5 277 Victoria Street N.............................................................................................. 21 4.5.6 74 Margaret Street................................................................................................. 22 5.0 Overview of Subject Lands............................................................................................... 23 5.1 Current Conditions......................................................................................................... 23 Page 9 of 348 5.2 Historic Overview: 236 Victoria Street North.......................................................... 24 5.2.1 Historic Overview: 264 Victoria Street North.......................................................27 6.0 Cultural Heritage Evaluation............................................................................................30 6.1 Evaluation Criteria........................................................................................................... 30 6.2 Evaluation of subject lands........................................................................................... 30 6.2.1 Summary ........................................................................................................................31 7.0 Proposed Development....................................................................................................34 8.0 Impact Assessment............................................................................................................. 35 8.1 Criteria............................................................................................................................... 35 8.2 Subject Lands................................................................................................................... 36 8.3 Warehouse District CHL.................................................................................................37 8.4 CN Railway CHL.............................................................................................................. 39 8.5 Civic Centre Neighbourhood CHL and HCD.......................................................... 40 8.6 Nearby Designated Properties....................................................................................42 9.0 Recommendations..............................................................................................................43 10.0 Conclusions......................................................................................................................44 11.0 Sources..............................................................................................................................45 Appendix A — CHL Data Sheets Appendix B — Site Plan Appendix C — Shadow Study Appendix D — Report Figures Page 10 of 348 Prepared For: Reinders and Law Ltd Prepared By: Dan Currie, MA, MCIP, Managing Director of Cultural RPP, CAHP Heritage Gillian Smith, MSc Heritage Planner Senior Review Author & Research Page 11 of 348 EXECUTIVE SUMMARY MHBC has been retained for cultural heritage planning services for the properties located at 236 and 264 Victoria Street North, Kitchener (subject lands). The owner of the subject lands is proposing to redevelop the lands with a high-density mixed-use development, which includes the removal of all structures on site and construction of three towers. The intent of this HIA is to (1) to determine if the lands contain heritage resources by completing a cultural heritage evaluation and, (2) assess if any on-site or adjacent heritage resources will be negatively impacted by the proposed development. The report concludes that the subject lands were originally the site of Greb Industries, one of the largest shoe manufacturers in Canada as well as Bauer Hockey, the largest international hockey equipment manufacturer. Additionally, a 1960's era industrial facility associated with Greb Industries (also Bauer Hockey) may be the office building at 236 Victoria Street North. The heritage evaluation concludes that the subject lands do not contain physical heritage attributes, however, the lands have a historical association to Greb Industries and Bauer Hockey, being that the lands were the original site of this significant company. It is not expected that redevelopment of the lands will result in adverse impacts to the subject lands, given that no physical attributes remain on the lands. The historical value of the lands can be maintained through commemoration. It is recommended that a commemorative element be included in the proposed development to acknowledge the history of Greb Industries and Bauer Hockey. A separate Commemoration Plan is recommended to be completed to outline a specific commemorative strategy and should be completed as part of the site plan approval process. The heritage impact assessment has also assessed potential impacts on the following nearby heritage resources: • The properties at 236 and 264 Victoria Street which comprise the subject lands, • the lands are part of the Warehouse District CHL, • the lands are adjacent to the CN Railway CHL, • the lands are across the street from the Civic Centre CHL and HCD, as well as • across the street from nearby heritage properties within the Civic Centre HCD. The impact assessment has concluded that the proposed development will not have adverse impacts on any of the identified nearby heritage resources. Page 12 of 348 1.01ntroduction 1.1 Report Overview MHBC has been retained by Reinders and Law to undertake a Heritage Impact Assessment ('HIA') for the proposed redevelopment of 236-264 Victoria Street North, City of Kitchener (subject lands). The owner of the lands is proposing to demolish all structures on the subject lands and construct a high density mixed-use development consisting of a 35 storey tower, an 18 storey mid -tower and a 40 storey tower. The purpose of this scoped HIA is to determine if the subject lands have heritage value, and to assess the impact of the proposed redevelopment on any of the surrounding heritage resources. 1.2 Scope of Heritage Impact Assessment The City of Kitchener has requested a Scoped Heritage Impact Assessment. This report has been prepared in accordance with the scoped requirements provided in the pre - consultation document, as well as the Ontario Heritage Act infosheet #5. Specifically, this HIA includes the following: Present owner contact information for properties proposed for development and/or site alteration. 2. Historic overview of the subject lands. 3. A description of the buildings, structures and landscape features on the subject lands as well as a chronological history of the buildings' development, such as additions and demolitions. 4. A statement of the conclusions regarding the cultural heritage value and interest of the subject lands as well as a bullet point list of heritage attributes. 5. An outline of the proposed development, its context, and how it will impact the adjacent designated heritage properties within the Civic Centre Neighbourhood Heritage Conservation District, and the Warehouse Cultural Heritage Landscape and adjacent Cultural Heritage Landscapes. 6. Consider potential negative impacts as identified in the Ministry of Tourism, Culture and Sport's Ontario Heritage Tool Kit. Page 13 of 348 7. Recommendations for mitigation measures for identified impacts should be provided. 8. A summary of applicable heritage conservation principles. 9. Recommendations 10. The qualifications and background of the person(s) completing the Heritage Impact Assessment shall be included in the report. The author(s) must demonstrate a level of professional understanding and competence in the heritage conservation field of study. The report will also include a reference for any literature cited, and a list of people contacted during the study and referenced in the report. Page 14 of 348 2. 0 Overview 2.1 Description of Subject Lands The subject lands are comprised of two parcels, addressed as 236 and 264 Victoria Street North. Together, the lands have an area of approximately 11,875m2 (1 .18 ha). The subject lands are located on the west side of Victoria Street, south of St. Leger Street, east of the CN Railway line, and north of Margaret Avenue. 'L f Figure 1: Location of subject lands (Google Earth, 2023) The property addressed as 236 Victoria Street North contains a three storey commercial building, referred to as 'Victoria Office Centre' and a surface parking lot. The property at 264 Victoria Street North contains a three storey fitness centre (LA fitness) and a surface parking area. The surrounding area consists of a range of residential, commercial, institutional and industrial uses. The immediate surrounding context is described in detail below: North: The CN railway and Victoria Street North continue, with commercial and industrial development along this corridor. Along the railway are residential and commercial uses, with predominantly low rise residential Page 15 of 348 uses further away from the railway and road corridor, extending east and west. South: The lands abut a commercial restaurant located on the Margaret Street frontage. The CN railway continues south, with the VIA rail and GO transit stations about 315m to the south of the lands. There are some industrial and commercial uses along the railway corridor and along Victoria Street, leading into Downtown Kitchener. East: The east side of Victoria Street North consists of low rise dwellings in the Civic Centre neighbourhood. There is a multiple residential development directly across the street from the subject lands that is currently under construction, as well as a planned development along Margaret Avenue, just south-east of Victoria Street. West: The subject lands abut the CN Railway Line. West of the railway is an industrial building which is accessed from Breithaupt Street. Further north is low density development, consisting of detached dwellings, low rise apartments, Margaret Avenue School, as well as some light industrial uses, such as a collision centre and trades shops. 2.2 Heritage Status In Ontario, there are several ways of recognizing heritage resources. Part IV, Section 27 of the Ontario Heritage Act requires that each municipality keep a public register of properties that are of cultural heritage value or interest. The register can contain properties that are either 'listed' or designated under Part IV, or that are designated as part of a Cultural Heritage District under Part V. Municipalities can also designate entire neighbourhoods as Conservation Districts, or recognize certain areas as Cultural Heritage Landscapes. In order to confirm the presence of identified cultural heritage resources, several databases were consulted such as: City of Kitchener Heritage Register, City of Kitchener Official Plan, City of Kitchener CHL Study Report, the Ontario Heritage Act Register (Ontario Heritage Trust), and the Canadian Register of Historic Places. Page 16 of 348 The subject lands are not listed or designated on the Heritage Property Register for Kitchener, however, they are located within the Warehouse District Cultural Heritage Landscape. The subject lands are also adjacent to a number of heritage resources: • Civic Centre Neighbourhood Cultural Heritage Landscape • Canadian National Railway Line Cultural Heritage Landscape • Civic Centre Neighbourhood Heritage Conservation District, and designated properties: 0 61 Ellen Street W 0 231 Victoria Street N 0 56 Ellen Street W/239 Victoria Street N 0 257 Victoria Street N 0 277 Victoria Street N 0 74 Margaret Street Refer to Appendix D, figure 1 for a location map of the heritage resources. Page 17 of 348 3.0 Policy Overview 3.1 The Planning Act The Planning Act makes a number of provisions respecting cultural heritage, either directly in Section 2 of the Act or Section 3 respecting policy statements and provincial plans. In Section 2, the Planning Act outlines 18 spheres of provincial interest that must be considered by appropriate authorities in the planning process. Regarding cultural heritage, Subsection 2(d) of the Act provides that: The Minister, the council of a municipality, a local board, a planning board and the Municipal Board, in carrying out their responsibilities under this Act, shall have regard to, among other matters, matters of provincial interest such as, (d) the conservation of features of significant architectural, cultural, historical, archaeological or scientific interest; The Planning Act therefore provides for the overall broad consideration of cultural heritage resources through the land use planning process. 3.2 Provincial Policy Statement (2020) In support of the provincial interest identified in Subsection 2 (d) of the Planning Act, and as provided for in Section 3, the Province has refined policy guidance for land use planning and development matters in the Provincial Policy Statement, 2020 (PPS). The PPS is "intended to be read in its entirety and the relevant policy areas are to be applied in each situation". This provides a weighting and balancing of issues within the planning process. When addressing cultural heritage planning, the PPS provides for the following: 2.6.1 Significant built heritage resources and significant cultural heritage landscapes shall be conserved. The PPS also states in Sub -section 2.6.3 that, Planning authorities shall not permit development and site alteration on adjacent lands to a protected heritage property except where the proposed development and site alteration has been evaluated and it has been Page 18 of 348 demonstrated that the heritage attributes of the protected heritage property will be conserved. The following definitions are provided in Section 6.0: Heritage attributes means the principal features or elements that contribute to a protected heritage property's cultural heritage value or interest, and may include the property's built, constructed, or manufactured elements, as well as natural Ondforms, vegetation, water features, and its visual setting (e.g. significant views or vistas to or from a protected heritage property). Protected Heritage PropeV.-means property designated under Parts IV, V or VI of the Ontario Heritage Act; property subject to a heritage conservation easement under Parts II or IV of the Ontario Heritage Act; property identified by the Province and prescribed public bodies as provincial heritage property under the Standards and Guidelines for Conservation of Provincial Heritage Properties; property protected under federal legislation, and UNESCO World Heritage Sites. Significant e) in regard to cultural heritage and archaeology, resources that have been determined to have cultural heritage value or interest. Processes and criteria for determining cultural heritage value or interest are established by the Province under the authority of the Ontario Heritage Act. 3.3 Ontario Heritage Act The Ontario Heritage Act, R.S.O, 1990, c.0.18 remains the guiding legislation for the conservation of significant cultural heritage resources in Ontario. The Ontario Act provides under section Part IV that Municipalities are to maintain public registers of listed or designated properties. Under Part V municipalities can designate entire areas as Heritage Conservation Districts, thereby designating properties within the boundaries of the district. Municipalities are also able to define specific areas referred to as Cultural Heritage Landscapes. 3.4 Waterloo Region Official Pan Chapter 3 of the Regional Official Plan provides policies on Cultural Heritage. The Region in tandem with the Area Municipalities will conserve and identify cultural heritage resources. Relevant policies applicable to this proposal include: • The Region and Area Municipalities will ensure that cultural heritage resources are conserved. Page 19 of 348 • Area Municipalities will identify cultural heritage resources by establishing and maintaining a register of properties that are of cultural heritage value or interest. Area Municipalities will include on their register properties designated under Part IV, V or VI of the Heritage Act, and will consider including, but not be limited to, the following additional cultural heritage resources of cultural heritage value or interest: a) properties that have heritage conservation easements or covenants registered against title; b) cultural heritage resources of Regional interest; and c) cultural heritage resources identified by the Grand River Conservation Authority and the Federal or Provincial governments. • Area Municipalities will designate Cultural Heritage Landscapes in their official plans and establish associated policies to conserve these areas. The purpose of this designation is to conserve groupings of cultural heritage resources that together have greater heritage significance than their constituent elements or parts. • Area Municipalities will establish policies in their official plans to require the submission of a Cultural Heritage Impact Assessment in support of a proposed development that includes or is adjacent to a designated property, or includes a non -designated resource of cultural heritage value or interest listed on the Municipal Heritage Register. • Cultural Heritage Impact Assessments may be scoped or waived by the Region or the Area Municipality as applicable. 3.5 City of Kitchener Official Pan Part C, Section 12 provides policies on Cultural Heritage Resources. It is the objective of the City to conserve cultural heritage resources and their heritage values, attributes and integrity, to ensure that all development is sensitive to and respects cultural heritage resources, and to increase public awareness and appreciation for cultural heritage resources. The Official Plan sets out a number of policies surrounding the identification and conservation of heritage resources and the function of the Municipal Heritage Committee. Section 12 of the Official Plan provides the policies that are specific to cultural heritage resources. Relevant policies to this HIA include: Page 20 of 348 122 13 The City will develop, prioritize and maintain a list of cultural heritage resources which will include the following: a) properties listed as non -designated properties of cultural heritage value or interest on the Municipal Heritage Register; b) properties designated under Part IV and V of the Ontario Heritage Act; c) cultural heritage landscapes; and, heritage corridors. The list may also include cultural heritage resources identified in Federal, Provincial and Regional inventories and properties listed on the Heritage Kitchener Inventory of Historic Buildings until such time as these properties are re-evaluated and considered for listing on the Municipal Heritage Register. 12. C. 1.21 All development, redevelopment and site alteration permitted by the land use designations and other policies of this Plan will conserve Kitchener's significant cultural heritage resources. The conservation of significant cultural heritage resources will be a requirement and/or condition in the processing and approval of applications submitted under the Planning Act. 12.C.1.23 The City will require the submission of a Heritage Impact Assessment and/or Heritage Conservation Plan for development, redevelopment and site alteration that has the potential to impact a cultural heritage resource and is proposed: G) on or adjacent to a protected heritage property b) on or adjacent to a heritage corridor c) on properties listed as non -designated of cultural heritage value or interest on the Municipal Heritage Register d) on or adjacent to an identified cultural heritage landscape. 12.C.1.27. Any conclusions and recommendations of the Heritage Impact Assessment and Heritage Conservation Plan approved by the City will be incorporated as mitigative and/or conservation measures into the plans for development or redevelopment and into the requirements and conditions of approval of any application submitted under the Planning Act. Page 21 of 348 3.6 City of Kitchener CHL Study The Provincial Policy Statement (2020) defines a CHL as an area that is identified as having cultural heritage value or interest by a community and may involve structures, spaces, archaeological sites or natural elements that are valued together for their interrelationship, meaning or association. The City of Kitchener completed a Cultural Heritage Landscape Study in 2014 which identified 30 CHL's. The Study identified nine types of landscapes, including: residential neighbourhoods; parks, natural areas and other public/private open space; transportation corridors and streetscapes; institutional landscapes; commercial, industrial and retail landscapes; agricultural landscapes; large lot residential/estate landscapes; cemeteries; and, Grand River valley landscapes. As per Appendix 4 of the Study, the subject lands are within the Warehouse District CHL and are adjacent to the CN Railway CHL and Civic Centre Neighbourhood CHL. The Civic Centre Neighbourhood is also a Heritage Conservation District, designated under Part V of the Ontario Heritage Act Page 22 of 348 4.0 Overview of Heritage Resources 4.1 Warehouse District Cultural Heritage Landscape The subject lands are within the Warehouse District Cultural Heritage Landscape, characterized as an industrial and commercial landscape. Many of the original warehouse and factory buildings remain. There are limited trees along corridors which make the area highly visible. The area buildings are consistent in design with tall floors and large windows and show the evolution from brick construction to concrete and steel. Character defining elements include: "Industrial landmarks historically important to the City and in many ways Kitchener's reason for developing as an urban industrial centre" (City of Kitchener, 2014). The Warehouse District retains: • historical identity as it has been consistently used for the same purpose since the railway arrived and retains several buildings; • Cultural Value as it informs the development history of Kitchener and is contextually important to surrounding neighbourhoods; • Community value as it is a source of employment for residents. Page 23 of 348 Ya, A 7 � :es r +s F:• �if � � rd er � y S + ` t�''''•?� "�°',�" +fir � 4 F 1 - Figure 2: Excerpt from the Cultural Heritage Landscape Study Appendix 6 (City of Kitchener, 2014) The The subject lands are located within the Warehouse District CHL, on the eastern most boundary of the area. 4.2 CN Railway Cultural Heritage Landscape The subject lands are located south of the Canadian National Railway Cultural Heritage Landscape. The CN Railway was contrasted in 1856 as part of the Grand Trunk Railway network. The arrival of the Grand Trunk spurred the industrial development along the railway corridor from Wellington Street and Victoria Street which parallel the track. Many of the abutting land uses have remained industrial and commercial, with residential area on the periphery. The core industrial uses that once prevailed are being phased out and the use of the railway for commuters has increased with the expansion of the GO network. Character defining elements include: • Industrial and commercial districts and residential neighbourhoods along the rail line • Engineering works including bridges and the 1908 station • Mix of vegetation and open space along the alignment. Page 24 of 348 4.3 Civic Centre Neighbourhood Cultural Heritage Landscape The subject lands are located north of the Civic Centre Neighbourhood Cultural Heritage Landscape, which is known for its residential character and its wealth of well- maintained homes of the 1880's to 1900's. There are a variety of unique buildings including churches and commercial buildings which are landmarks within the edges of the neighbourhood. The streets are framed by mature trees, grassed boulevards and the consistency of the streetscapes with houses having similar setbacks and massing. The neighbourhood helps to tell the story of Kitchener's growth at the turn of the 19th century. Character defining elements include: • Majority of the original buildings to the area • Many well maintained finely detailed buildings • Unique landmarks including churches and commercial buildings. 40 7t��1,,jtr •• f.!•, '•.' '► a rr`� �+� sr �to �q +fir• �r*� ;. ice '� c'ry n s !�*` • • +► oil r lM�f i >' WyIF k, m a`"� [ • �' 1,4 lk 40 410 'a �:. 00 Figure 3: Excerpt from the Cultural Heritage Landscape Study Appendix 6. Subject lands noted by red star (City of Kitchener, 2014) Page 25 of 348 4.4 Civic Centre Neighbourhood Heritage Conservation District Part V of the Ontario Heritage Act permits Municipalities the ability to designate entire areas as cultural heritage resources, referred to as Heritage Conservation Districts. The City of Kitchener has identified the area to the south of the subject lands, consistent with the Civic Centre Neighbourhood Cultural Heritage Landscape boundary as a heritage district. The Civic Centre Neighbouhood Heritage Conservation District (CCHCD) tells the story of Kitchener's growth at the turn of the 19th century and development of the industrial sector. Most of the houses were built between 1880 and 1917, occupied by key industry leaders. The CCHCD is one of the oldest neighbourhoods and retains a large number of original buildings, with Queen Anne, Georgian and Italianate styles as well as Berlin Vernacular, unique to Kitchener. The streetscapes are framed by mature trees, linear streets and consistent building setbacks. Key heritage attributes include: Its association with important business and community leaders during a key era of development • A wealth of well maintained, finely detailed buildings from the late 1800's and early 1900's that are intact • Unique buildings, including churches and commercial buildings, which provide distinctive landmarks within the edges of the district • Range of recognizable architectural styles and features including attic gable roofs, decorative trim, brick construction, porches and other details associated with the era The presence of an attractive and consistent streetscape linked by mature trees, grassed boulevards and laneways • Hibner Park, Kitchener's second oldest city park The subject lands are located across the street from the CCHCD and do not contribute to the heritage attributes of the district. Page 26 of 348 4.5 Nearby Designated Properties 4.5.1 61 Ellen Street W The property is located within both the Civic Centre Neighbourhood Cultural Heritage Landscape and Cultural Heritage District and is designated under Part V. It is situated at the corner of Victoria Street North and Ellen Street West. The property contains a two storey brick dwelling, consisting of three semi-detached houses. The building is constructed of brick, which has been painted. The building is representative of the Edwardian architectural style, evident in its simple and symmetrical design, front porch, and hip roof. The building is located across the street from the subject lands. Figure 4: front facade of 61 Ellen Street (MHBC, 2023) 4.5.2 231 Victoria Street Al This property is located within both the Civic Centre Neighbourhood Cultural Heritage Landscape and Cultural Heritage District and is designated under Part V. The property is located adjacent to 61 Ellen Street and is on the south side of Victoria Street North. The property contains a two storey detached dwelling. The dwelling is constructed of brick. The original front porch has been enclosed. The dwelling is representative of workers housing, generally intended for working-class residents with limited detailing. The subject lands are located across the street from the heritage property. Page 27 of 348 Figure 5: front facade of 231 Victoria Street (MHBC, 2023) 4.5.3 56 Ellen Street W1239 Victoria Street N The property is located within both the Civic Centre Neighbourhood Cultural Heritage Landscape and Cultural Heritage District and is designated under Part V. The property is located at the south-west intersection of Victoria Street North and Ellen Street. The property contains a two storey brick dwelling, constructed in the Berlin Vernacular style. This was a popular style of home that emerged across the Kitchener -Waterloo area in the 201h century and most prominently features clustered gables. There is a contemporary rear addition to the dwelling. The subject lands are located across the street from the heritage property. Figure 6: front facade of 56 Ellen Street (MHBC, 2023) Page 28 of 348 4.5.4 257 Victoria Street N The property is located within both the Civic Centre Neighbourhood Cultural Heritage Landscape and Cultural Heritage District and is designated under Part V. The property is located on the south side of Victoria Street North across from the subject lands. The property contains a 1 1/2 storey dwelling, as well as a single storey industrial building. Both buildings are clad in aluminium siding. The dwelling is representative of the Ontario Gothic Cottage style, evident in the centred gable and symmetrical entrance. There is a brick chimney, suggesting that the dwelling was originally constructed of brick, and has since been covered with the aluminium siding. The industrial building may be contemporary to the property. The property currently functions as an industrial site, specializing in recycling of metal. Figure 7: front facade of 257 Victoria Street (MHBC, 2023) 4.5.5 277 Victoria Street N The property is located within both the Civic Centre Neighbourhood Cultural Heritage Landscape and Cultural Heritage District and is designated under Part V. The property is located at the south-east corner of Victoria Street North and St. Leger Street. The property contains a semi-detached dwelling. While the property contains one building, divided into two semi-detached units, only the unit at 277 Victoria Street N is identified as a heritage resource. The unit is constructed of brick and has a front and rear addition. The entirety of the dwelling was constructed in the Georgian architectural style, however, appears to have been altered to accommodate two units, including the removal of the front widows. The subject lands are located across the street from the heritage property. Page 29 of 348 Figure 8: Side facade of 277 Victoria Street (in blue) (MHBC, 2023) 4.5.6 74 Margaret Street The property is located within both the Civic Centre Neighbourhood Cultural Heritage Landscape and Cultural Heritage District and is designated under Part V. The property is located at the south-west corner of Victoria Street North and Margaret Avenue. The property contains a detached dwelling, representative of the Tudor style, evident in the steep gable and overlapping gables, rounded dripmold entrance and primarily brick construction. There is a contemporary rear addition. The subject lands are located across the street from the heritage property. Figure 9: Front facade of 74 Margaret Steet (MHBC, 2023) Page 30 of 348 5.0 Overview of Subject Lands 5.1 Current Conditions The subject lands are located east of the CN rail line and on the west frontage of Victoria Street North between Margaret Avenue and St. Leger Street. The lands comprise two parcels, each of which contain two commercial buildings and a large surface parking area. There are no natural features on the lands. Figure 10: building located at 236 Victoria Street North (MHBC, 2023) Figure 11: building located at 264 Victoria Street North (MHBC, 2023) Page 31 of 348 5.2 Historic Overview: 236 Victoria Street North The property at 236 Victoria Street North is legally described as part lots 29 to 34 plan 374. The property appears in the 1925 Fire Insurance Plan and is shown as several properties, including five houses oriented to the Victoria Street frontage addressed as 208, 212, 216, 220 and 224 Victoria Street North. There is no structure where the building is currently located. L., 0, Figure 12: Overlay of 1925 Fire Insurance Plan on existing aerial, showing the subject property at what is now 236 Victoria Street North (Underwriters' Survey Bureau, 1925) The 1947 Fire Insurance Plan shows no change to the property at 236 Victoria Street North, and similarly through to the 1954 aerial photograph, there is no change. However, by 1968 the houses along Victoria Street North have been demolished and a factory building was constructed. Page 32 of 348 pt "j, ;KR19tor o I A46L" Figure 13: Row of houses at what is now 236 Victoria Street N (University of Toronto, 1954) 10 .1.00 C Figure 14: Expansion to Greb Industries, showing a factory at what is now 236 Victoria Street N (Department of Energy, Mines and Resources, 1968) The factory building illustrated in figure 14 is likely a result of the 1965 merger of Greb Industries and the Western Shoe company, resulting in a large expansion to the existing shoe facility. The facility produced Bauer skates, which was a subsidiary of Greb Industries. The Bauer Factory was sold in 1972 to Warrington Inc, and later acquired by Nike. The factory also appears on a 1967 map and the 1976 Topographic Map. Page 33 of 348 SO C MAKERS OF HUSH PUPPIES KOIAK MOHICANS AND VALENTINE BAUER Head Office .�. Main plant and officers `Cr, Greh Central fid. Bauer 75Ir t19'S 5{. S5. Fl:yy�d3 5ti� s{ SP d P Sp 6rtA laalicne uid lrmn H.,Wo W-C.W No. 0001 �3' '{`cbE�f 5iiria 9tw 10 iS r+ } .,,# sj &Lai 11w yp. is DOW A w1 Figure 15: Greb manufacturing location map c. 1967. The factory was the producer of Bauer (University of Waterloo, 2023) Figure 16: Expansion to Greb Industries, showing a factory at what is now 236 Victoria Street N (Department of Energy, Mines and Resources, 1976) Page 34 of 348 The majority of the Bauer facility was removed likely when Nike purchased the company and relocated production, sometime between 1990 and 2000. It is possible that a portion of the 1960's building was retained and renovated to accommodate the office building, which now occupies 236 Victoria Street North. 5.2.1 Historic Overview: 264 Victoria Street North The property at 264 Victoria Street North is legally described as part lots 34 to 42 plan 374. The property was the original site of the Western Shoe Company (c. 1908) as well as the Baetz Brothers Furniture Company Limited, both identified on the 1925 Fire Insurance Plan. The land title records indicate that both companies acquired the property in 1908. The Western Shoe Co Ltd is listed in the 1918 Directory as located at 236 Victoria Street, and the Baetz Brothers Furniture Co is listed as residing at 264 Victoria Street. The property at 236 Victoria Street would later merge with the abutting residential lands to the south and become where it is today. Figure 17: Overlay of the 1925 Fire Insurance Plan showing the Baetz Brothers Furniture Co. (Underwriters' Survey Bureau, 1925) Roy Charles Bauer was the president of the Western Shoe Company and began producing skates in the 1920's, which would become internationally known as Bauer Hockey (Waterloo Region Generations, 2023). Bauer developed the first skate with a blade attached to the boot, which changed the way hockey was played (Bauer Hockey, 2016). According to the land title records, Greb Industries merged with the Western Shoe Company in 1965. Greb Industries was Canada's largest shoe manufacturer and Page 35 of 348 had acquired various shoe companies across Canada, producing Hush Puppies, Kodiak Boots, and Bauer Skates (University of Waterloo, 2023). The property at what is now 264 Victoria Street was the location of the original company. The property would be the location where Bauer skates were produced. The property was also the location of the Baetz Brothers Furniture Company, which consisted of Jacob and Charles Baetz who specialized in manufacturing table and floor lamps (Grey Roots Museum and Archives, 2023). Their father, Jacob Baetz built the factory for the brothers in 1908 (Grey Roots Museum and Archives, 2023). The Baetz Brothers acquired Anthes Manufacturing Company in 1920, forming the Anthes Baetz Furniture Company in 1965. At some point in the 1960's, Greb Industries expanded their production facility to occupy the entirety of 264 and 236 Victoria Street North. Figure 18:1945 aerial photo showing factory buildings on 264 Victoria Street North (University of Waterloo) .M'_ 7a, e CA rArta r l r _ i� 'c '%�l Figure 19: By the 1960's Greb Industries (Bauer Hockey) would occupy the entirety of the lands (Department of Energy, Mines and Resources, 1976) Page 36 of 348 The factory building at 264 Victoria Street North was removed sometime after Bauer Hockey was acquired by Nike and production was most likely relocated, likely between 1990 and 2000. The existing commercial/fitness centre building was constructed sometime between 2000 and 2002 (Churchill investments, 2023). Page 37 of 348 6.0 Cultural Heritage Evaluation 6.1 Evaluation Criteria The Ontario Regulation 9/06 is the legislated criteria for determining cultural heritage value or interest and is issued under the Ontario Heritage Act. In order for a property to be listed on a municipal heritage register it must at least one of the criteria, and in order for a property to be considered for designation it must meet a minimum of two criteria. This criterion assess heritage value as follows: 7. Is a rare, unique, representative or early example of a style, type, expression, material or construction method, Z. Displays a high degree of craftsmanship or artistic merit, or 3. Demonstrates a high degree of technical or scientific achievement. 4. Has direct associations with a theme, event, belief, person, activity, organization or institution that is significant to a community, 5. Yields, or has the potential to yield, information that contributes to an understanding of a community or culture, or 6. Demonstrates or reflects the work or ideas of an architect, artist, builder, designer or theorist who is significant to a community. 7. Is important in defining, maintaining or supporting the character of an area, 8. Is physically, functionally, visually or historically linked to its surroundings, or 9. Is a landmark. 6.2 Evaluation of subject lands The cultural heritage value or interest of 236 and 264 Victoria Street North has been completed using the prescribed criteria. 7. Is a rare, unique, representative or No early example of a style, type, expression, material or construction method, Z. Displays a high degree of No craftsmanship or artistic merit, or Page 38 of 348 3. Demonstrates a high degree of No technical or scientific achievement. 4. Has direct associations with a theme, Yes event, belief, person, activity, organization or institution that is significant to a community, 5. Yields, or has the potential to yield, No information that contributes to an understanding of a community or culture, or 6. Demonstrates or reflects the work or No ideas of an architect, artist, builder, designer or theorist who is significant to a community. 7. Is important in defining, maintaining No or supporting the character of an area, 8. Is physically, functionally, visually or No historically linked to its surroundings, or 9. Is a landmark. No 6.2.1 Summary The subject lands were the original site of the Western Boot and Shoe Company, which would become Greb Industries, and later Bauer Hockey. The property at 236 Victoria Street North may also contain a 1960's factory, associated with Greb Industries and Bauer Hockey. Criterion 1 Is a rare, unique, representative or early example of a style, type, expression, material or construction method The subject lands do not contain a building that is rare, unique, representative or early example of a style, type, expression, material or construction method. The property at 264 Victoria Street North contains a contemporary building. The property at 234 Victoria Street North may contain a 1960's industrial facility associated with Greb Industries and Baur Hockey, however, the building does not meet criterion 1 given that it has undergone alterations to appear as a contemporary building and does not reflect that of its original industrial use. Page 39 of 348 Criterion 2 Displays a high degree of craftsmanship or artistic merit The subject lands do not contain buildings which are of a high degree of craftsmanship of artistic merit. Both buildings on the lands are indicative of contemporary materials and craftmanship. Criterion 3 Demonstrates a high degree of technical or scientific achievement The subject lands do not contain buildings which are of a high degree of technical or scientific achievement. Both buildings on the subject lands are of a contemporary style and do not contain construction methods or materials that are exceptional beyond their utilitarian function. Criterion 4 Has direct associations with a theme, event, belief, person, activity, organization or institution that is significant to a community The subject lands have associative value with a significant company. The lands were the original location of the Western Boot and Shoe Company, later to be acquired by Greb Industries, the largest shoe manufacturer in Canada during the 20th century, as well as Bauer Hockey, an international hockey apparel brand that was founded on the lands. Criterion 5 Yields, or has the potential to yield, information that contributes to an understanding of G community or culture The subject lands do not have the potential to yield any further information or understanding of the community. Any information that the lands yielded has been realized. Criterion 6 Demonstrates or reflects the work or ideas of an architect, artist, builder, designer or theorist who is significant to a community The builder or architect of the 1960's Greb Industries building is unknown. Should this information be made available, it can be added to the historic record. Notwithstanding, there is no available information which suggests that the subject lands contain the work or idea of an architect or builder significant to the community. Page 40 of 348 Criterion 7 Is important in defining, maintaining or supporting the character of an area The subject lands do not contribute to the character of the area. The original factories from 1908 have been removed. While a 1960's factory may still reside on the lands, both buildings are contemporary in their use and appearance. The existing buildings do not maintain a relationship to the surrounding area Warehouse District or CN Railway CHL. The character of the Civic Neighbourhood does not extend or apply to the lands. Criterion 8 Is physically, functionally, visually or historically linked to its surroundings The subject lands do not have a significant relationship to their surroundings given the change in use. Criterion 9 Is o landmark. The subject lands are not considered a landmark. Page 41 of 348 7.0 Proposed Development The owner of the subject lands is proposing to demolish the two existing commercial buildings and construct a high density mixed-use development. The proposed development will consist of three towers that will be connected via a podium. The tower oriented to St. Leger Street will be 44 storeys with an 18 storey mid -tower connected to the rear. A 4-6 storey podium will connect to a 35 storey tower oriented to the intersection of Margaret Avenue and Victoria Street. FTW Figure 20: Rendering of proposed development The mixed-use buildings propose a total of 1,076 residential units with 1,113m' of commercial and retail space located along the ground floor of the Victoria Street elevation. Vehicular access will be provided via a driveway connection from Victoria Street. There is one level of underground parking provided. Common amenity area is proposed to be located on the roof of the 4 storey podium. A public-private space is proposed mid -block of the development. This space will be identified by a coloured glass feature of the podium and will be available as a passive recreational area open to both pedestrians and residents. The development also includes detailed landscaped elements, including seating, a stone wall with plantings, trees and a small boulevard- esq feature to separate the sidewalk from the development site. The full architectural package is included as Appendix B. Page 42 of 348 8.0 Impact Assessment 8.1 Criteria The impacts of a proposed development or change to a cultural heritage resource may be direct or indirect. They may occur over a short term or long term duration, and may occur during a pre -construction phase, construction phase or post -construction phase. Impacts to a cultural heritage resource may also be site specific or widespread, and may have low, moderate or high levels of physical impact. The following sub -sections of this report provide an analysis of the impacts which may occur as a result of the proposed development in accordance with the Ontario Heritage Toolkit. - Destruction: of any, or part of any significant heritage attributes or features; - Alteration: that is not sympathetic, or is incompatible, with the historic fabric and appearance: - Shadows: created that alter the appearance of a heritage attribute or change the viability of a natural feature or plantings, such as a garden; - Isolation: of a heritage attribute from its surrounding environment, context or a significant relationship; - Direct or Indirect Obstruction: of significant views or vistas within, from, or of built and natural features; - A change in land use: such as rezoning a battlefield from open space to residential use, allowing new development or site alteration to fill in the formerly open spaces; - Land disturbances: such as a change in grade that alters soils, and drainage patterns that adversely affect a cultural heritage resource. This report utilizes guides published by the International Council on Monuments and Site (ICOMOS), Council of UNESCO, from the World Heritage Convention of January of 2011. The grading of impact is based on "Guide to Assessing Magnitude of Impact" as a framework for this report. The level of impact is classified as one of the following: - Potential/negligeable: slight changes to historic building elements or setting that hardly affect it. - None: no change - Minor: change to key historic elements such that the asset is slightly different Page 43 of 348 - Moderate: Change to many key historic building elements, such that the resource is significantly modified. Major: Change to key historic building elements that contribute to the cultural heritage value or interest (CHVI) such that the resource is totally altered. Comprehensive changes to the setting. 8.2 Subject Lands Destruction or alteration of heritage attributes None No heritage attributes have been identified on 236 or 264 Victoria Street. Both buildings on site are contemporary in their design and are not representative of the former industrial use of the lands. No heritage attributes have been identified, and therefore the proposed development will not alter or cause destruction to heritage attributes. Shadows None The subject lands do not contain heritage attributes or natural heritage features which contribute to the heritage value of the lands. Shadows will therefore not alter the appearance of heritage attributes. Isolation Direct or Indirect Obstruction of Views A Change in Land Use None The subject lands are currently in commercial use and are not associated with their former industrial context, or character of the Warehouse District or CN Rail CHL's. The proposed development will therefore not isolate the subject lands or heritage attributes. None The subject lands do not contain heritage attributes and do not provide for significant views of heritage attributes. The removal of the buildings and construction of new buildings will not obstruct significant views. None The subject lands are currently used as an office and a fitness centre. Developing the lands for mixed-use residential and commercial will not result in a change in land use which impacts heritage value or attributes. Page 44 of 348 Land None No heritage attributes have been identified; therefore, Disturbance no land disturbances are anticipated. No adverse impacts have been identified for the subject lands. The subject lands do not have physical heritage attributes which would be impacted by development. The heritage value of the lands is vested in their association with a significant company, and is not physically manifested or represented. While the property at 236 Victoria Street North may contain a 1960's era industrial facility, the building has been altered and the former factory is not representative of its original form and does not retain heritage integrity. The proposed development, which includes the removal of all structures on the subject lands, will therefore not impact heritage attributes as no heritage attributes have been identified. The significant association to Bauer Hockey can be maintained by the integration of a commemorative component to be included in the proposed development. Details on a commemorative feature are provided in Section 9.0. 8.3 Warehouse District CHL Destruction or None alteration of heritage attributes The subject lands do not contain heritage attributes which contribute to the heritage value of the CHL. There will be no destruction or alteration to heritage attributes of the CHL as a result of the proposed development. Shadows None A shadow study has been completed for the proposed development (included as Appendix Q. The new development will generate some shadowing. While shadows will be cast on the CHL, no heritage attributes or natural features will be impacted or altered by the shadows. Isolation None The subject lands do not support heritage attributes of the CHL. No attributes of the CHL will be isolated as a result of the development. Page 45 of 348 Direct or None No significant views of the CHL have been identified Indirect from the subject lands. Therefore, no significant Obstruction of views of the CHL will be obstructed by the new Views development. A Change in None The subject lands are currently used as an office and Land Use a fitness centre. The buildings on the subject lands are contemporary in their design, and their uses are not representative of the industrial context of the Warehouse District CHL. The alterations to 236 Victoria Street have resulted in a loss of integrity from its original industrial form. Notwithstanding that the Warehouse District CHL recognizes that the area may evolve over time., it places emphasis on retaining those built features which are integral to the long-term conservation of the industrial character of the CHL, while recognizing that some new development may occur. Given that the subject lands do not support or maintain the industrial character of the CHL, developing the lands as a mixed-use residential and commercial development will not result in a change in land use which impacts the CHL. Land None The subject lands are not near identified heritage Disturbance attributes of the CHL. No impacts related to vibration during construction are anticipated. No adverse impacts have been identified for the Warehouse District CHL. At present, the Warehouse District consists of a range of buildings and uses at varying scales and designs. There are a number of existing and planned multiple residential developments within the Warehouse District CHL. These tower developments include a 44 storey tower at 30 Francis Street, a 55 storey tower at 417 King Street West, a 25 storey tower at 130 Victoria Street, and a 20 storey tower at 1 Victoria Street. The existing and planned high density developments within the CHL demonstrate that such uses and scales can be accommodated within the Warehouse District while maintaining and conserving its key heritage attributes. Page 46 of 348 The subject lands may contain a 1960's era factory, however, it has been extensively altered such that it no longer represents its original industrial form. Given its current condition and commercial function, the building does not contribute to the CHL. Both buildings on site are indicative of contemporary office and commercial uses. The subject lands do not contain character defining elements of the CHL. The original industrial use of the lands has not been maintained and the subject lands contain two contemporary buildings. The subject lands therefore do not contain contributing attributes of the CHL or otherwise inform the character of the CHL. Therefore, their removal would not alter or otherwise impact the character of the Warehouse District. The proposal is not introducing a new use to the CHL that is not already integrated. 8.4 CN Railway CHL Criteria � Impact Destruction or None The subject lands do not contain heritage resources alteration of which contribute or inform the CHL. There will be no heritage destruction or alteration to the CHL. attributes Shadows Isolation Direct or Indirect Obstruction of Views None A shadow study has been completed for the proposed development (included as Appendix Q. The new development will generate some shadowing. The shadows will be isolated to one area of the rail corridor and will not alter the appearance of heritage attributes or natural features significant to the CHL. None The subject lands do not contain heritage attributes that contribute to the CHL. No attributes of the CHL will be isolated as a result of the development. None The subject lands do not provide significant views of the CHL. Viewing opportunities of the rail corridor are visible when on the northernmost edge of the property. Significant viewing opportunities of the CHL are provided from the public right of way along Page 47 of 348 the Margaret Avenue bridge. Given that no significant views are available from the lands and that existing views from other public realm locations will be maintained, no significant views of the CHL will be obstructed by the new development. A Change in None The subject lands do not contain land uses which Land Use contribute to the CHL. The proposed development will therefore not impact land uses of the CHL. Land None The subject lands are not in proximity to character Disturbance defining elements of the CHL. There are no heritage attributes of the CHL near the subject lands that are expected to be impacted by land disturbances. No adverse impacts have been identified for the Canadian National Railway CHL. The subject lands are outside of the CHL and do not contribute to the CN Rail landscape. The lands do not support the character defining elements of the CHL as the original industrial/commercial land use abutting the rail has not been maintained. The subject lands contain contemporary developments which do not inform the development history of the CHL. The buildings are not a reflection of early industrial development, and are not recognized as a cultural heritage resource contextually important to the CHL. Removal of the buildings will not change the character of the CHL, and the construction of a new mixed-use development would have no impact on the CHL. The proposal is not introducing a new use to the CHL that is not already integrated or planned. 8.5 Civic Centre Neighbourhood CHL and HCD Destruction or V None The subject lands do not contain heritage resources alteration of which contribute or inform the HCD or CHL. There heritage will be no destruction or alteration to the Civic attributes Centre Neighbourhood. Page 48 of 348 Shadows None A shadow study has been completed for the proposed development (included as Appendix Q. There will be some minor shadows cast in the summer evenings on the northern edge of the neighbourhood. No heritage attributes will be impacted. Isolation None The subject lands do not contain heritage attributes that contribute to the Civic Centre Neighbourhood. No attributes of the CHL or HCD will be isolated as a result of the development. Direct or None Significant views of the CHL and HCD are from the Indirect public right of way. Views of the Civic Centre Obstruction of Neighbourhood. will be maintained from the public Views right of way along Victoria Street and Margaret Avenue. No significant views will be obstructed by the new development. A Change in None The subject lands do not contain land uses which Land Use contribute to the Civic Centre Neighbourhood. The proposed development will therefore not impact land uses of the HCD or CHL. Land None The subject lands are a sufficient distance from the Disturbance Civic Centre Neighbourhood. No impacts related to land disturbance are expected. No impacts have been identified for the Civic Centre Neighbourhood CHL or HCD. The subject lands are across the street from the Civic Centre Heritage Landscape Study and do not form part of or contribute to the residential context of the CHL. Removal of the buildings will not change the character of the Civic Centre Neighbourhood. The proposed development will use materials which are found throughout the Civic Centre Neighbourhood to provide for an attuned design. Page 49 of 348 8.6 Nearby Designated Properties Criteria Impact Analyses Destruction or None None of the heritage properties form part of the alteration of development proposal. None of the heritage heritage properties will be altered or destroyed as part of the attributes development proposal Shadows None A shadow study has been completed for the proposed development (included as Appendix Q. Shadows will be limited to the summer evenings starting at 6pm. No heritage attributes or natural heritage features will be impacted by the shadows. Isolation None None of the heritage properties will be isolated as a result of the proposed development. Direct or None Significant views are of the front facades of each Indirect property. The front facade view of each heritage Obstruction of property will continue to be maintained from the Views public right of way. No significant views of any of the properties will be obstructed. A Change in None No change to the heritage properties land uses is Land Use proposed. Land None The heritage properties are a sufficient distance from Disturbance the development site that no impacts related to land disturbances are expected. No impacts have been identified for any of the heritage properties. The heritage properties do not form part of the development proposal and are within the Civic Centre Neighbourhood CHL and HCD. Therefore, conclusions of those assessments also apply. The heritage impact assessment for the Civic Centre Neighbourhood CHL and HCD conclude that no impacts are expected. Page 50 of 348 9.0 Recommendations The heritage impact assessment has concluded that no heritage attributes will be negatively impacted by the proposed development. However, the subject lands are the site of where Bauer Hockey first originated, and may contain a 1960's era factory associated with Greb Industries and Bauer Hockey. The building has been altered to appear as a contemporary office building and is not reflective of its original industrial use. While the subject lands do not have heritage attributes, the lands maintain an association to two significant companies. The redevelopment of the lands will not impact this heritage association, which can be preserved through commemoration. It is recommended that the proposed development include a commemorative component or feature that acknowledges the history of the original Western Shoe and Boot Company which first began on these lands, and which would become a significant hockey skate producer (Bauer Hockey). Possible commemorative options include the integration of commemoration within the interior or atrium of the proposed towers, or a feature incorporated in the public-private courtyard along the Victoria Street frontage. The preferred option would be to have the commemoration visible and accessible to the public. Specific details of the commemoration should be addressed in a Commemoration Plan. The intent of a Commemoration Plan is to provide specific implementation details on the commemoration of Greb Industries. Such details include the organization and design of the commemorative area, including the materials, form, location as well as landscaping of the commemorative area. It is recommended that the Commemoration Plan be completed at site plan approval when more specific design details are known. Page 51 of 348 10.0 Conclusions The subject lands are proposed to be developed with a high-density mixed-use development, which includes the removal of all structures on site and construction of three towers. The completion of a Heritage Impact Assessment is required as part of the development applications. The intent of this HIA is twofold: (1) to determine if the lands contain heritage resources and, (2) assess if any on-site or adjacent heritage resources will be negatively impacted by the proposed development. The heritage evaluation of the subject lands concludes that the lands are of heritage value for their significant association to Bauer Hockey. The subject lands were the original location of the Western Boot and Shoe Company, which would specialize in the production of ice skates. This company was merged with Greb Industries, one of the largest shoe manufacturers in Canada in the mid 20th century, and would be the production location of Bauer Hockey, the largest international hockey equipment manufacturer. The subject lands may also contain a 1960's era industrial building, located at 236 Victoria Street North associated with Bauer Hockey. This building has been significantly altered to accommodate a contemporary office building and is no longer is representative of its original form. The building does not retain heritage attributes and does not have physical value. The only value of the subject lands is the association to this significant company. A heritage impact assessment has assessed for potential impacts on heritage resources on-site and adjacent, including: • The properties at 236 and 264 Victoria Street which comprise the subject lands, • the lands are part of the Warehouse District CHL, • the lands are adjacent to the CN Railway CHL, • the lands are across the street from the Civic Centre CHL and HCD, as well as • across the street from nearby heritage properties within the Civic Centre HCD. The impact assessment has concluded that the proposed development will not result in adverse impacts. In order to acknowledge the history of the subject lands and preserve the historical association with Bauer Hockey, it is recommended that a commemorative element be included in the proposed development. A separate Commemoration Plan is recommended to be completed to outline a specific commemorative strategy and should be completed as part of the final design phase. Page 52 of 348 11.0 Sources Bauer Hockey. Bauer Hockey to Open First Canadian Own The Moment Hockey Experience. 12 May 2016. Retrieved online from Cision news wire 12 September 2023: https://www.newswire.ca/news-releases/bauer-hockey-to-open-first-canadian-own- the-moment-hockey-experience-579201231.html Canadian Fire Underwriters Association. Insurance Plan of the City of Kitchener, Ontario. March, 1925. Google Earth. 236 and 264 Victoria Street North. Retrieved 1 September 2023. Kitchener Public Library. Photograph Collection. Birds eye view of Melrose park, Berlin, Ontario, showing Breithaupt and Wellington street. 1914. MHBC. Site Visits. Completed 11 September 2023. Ontario Land Registry Access. Historical Books. LRO Waterloo 58. Plan 374. Surveys and Mapping Branch, Department of Energy, Mines and Resources. 1968. University of Toronto. Map and Data Library. 1954 Photos of Southern Ontario. Retrieved online November 28 2023: https://md1.library.utoronto.ca/collections/air- photos/1954-air-photos-southern-ontario/index University of Waterloo. Special Collections and Archives. Greb Industries Limited. 1974. Retrieved online 11 September 2023: https://archives.uwaterloo.ca/index.php/bauer- history University of Waterloo. Geospatial Centre. Areial Photographs, satellite and orthoimagery. Aerial Photograph Downtown Kitchener, 1946. Waterloo Region Generations. Roy Charles Bauer. 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I oLL • j • I I I I i -T—+-—I_ — T -1--I— L—i_ • T -- I • I I I I i N W °3 zQ wJ 17 LO M J El 11 ' I i • - 9 j r r - i —- --,-- i I j s i— I -i • N W °3 zQ wJ 17 LO M J El 11 N W 03 zQ wJ -M+ CO M J W i El 1:1 I I I =_i=_a---4--- N W 03 zQ wJ -M+ CO M J W i El 1:1 I g� I � � w� -------J C10 O A� 1 M J LJLJJ El El -..-4..-..4.._.._.I �..-..�..-..-. - i -IL i I g� I � � w� -------J C10 O A� 1 M J LJLJJ El El -IL �I T r I ,1__-- I g� I � � w� -------J C10 O A� 1 M J LJLJJ El El N Q- WD R au W J C/D C/D Q U „w WD RC orE O U_ co M O 0) I- (2) O) co 0- (A N W H Z W Q ammmmuu /� Ash AILI AAI F14 hAY 111 e. 11 ' I, i I ice® O'' -I 1�1PI41"llilf,19PIPT I&& %&VALATr ._� Appendix C — Shadow Study Page 82 of 348 0 4—j U 0 u 0 LU Q I..L 0 0 (.JO 0 Q 0 0 0 V) r -I N i Ca G 0 co z ..t [�] a M Q� w O W M 0 co Z . —aaco W T u t] Q O O O co N O N N L U cu 0 r 0 CD Cl) N 0 N N L U 4- 0 a C) 0 N Cl) M N 0 N r N L U W 4- 0 v co N O N N L U cu W v- 0 a 0 CD 6 CO N 0 N r N L U v- 0 r St Leger St II r, i PrA V) c 0 ao C: U U u LEI s� kJ ■ ■ 0 " 1. W-1 L 1 awl SII■��11`�: a I I� awl SII■��11`�: a I 0 U 0 u V) V) 0 LU E E L 0 0 (-JO 0 Q 0 0 0 V) N a� 0 co z ..t [�] a M Q� w O W M Z . —aaco W T u t] Q St Leger St Ma I� - fffff■ � � ■ fff■ f� ILS NMI I o 0 a7 N C) N N O d C u I • I J I W 0 0 N z V) 0 c St Leger St Fm - Mareandt Ave It I • I I I . ■ill ■I� D 0 Li ❑ Ll o El II� N r C p❑ ❑ ❑ ❑rT- 0 N Q N d C a F'7o o 0 II� N r -FT- c�7 N 0 N Q N d C 0 Cl) z V) 0 c St Leger St Mareandt Ave _■J d D 0 II� It I • I _ I f d D 0 o F-7, - 0 6�■I ❑ ❑ ❑ ❑ 6 N Q JTT- a v C y'�I ❑ 1� F'7 o F-7, - 0 6�■I N 6 N Q N a v C 0 0 IT St Leger St Mareandt Ave _■J 1� a 0 6�■I I� III SII{ II J II L �I ■ 1� a 0 rM �ffimm F so iii z V) St MamaNdt Ave ml 177 IM l■1'� ill . J I� 177 IM B 0 0 �I III r RrA V) C: 0 C C: St Leger St Mareandt Ave Pepsi 0 t u �\ �l �f �\ rl 0 0 L, A i© 0 V) _ • iG� ISOd w il W 7.1 V) 0 St Leger St 71 W �m 0 u cr cn X O LU C E Q I N i E 0 co z ..t [�] a M Q� w O W M 0 O co T u t] Q 0 CD Cl) N O N r N N E 0 CL.L N N W w - O N 0 0 N T Cl) N 0 N T N N E 0 C N 4- 0 M St Leger St II �- .. V) c 0 0 c Fol �l' ME Rp m or I ME W �I or 1 0 4-j U 0 u 0 07 Lu n 0 0 0 Q 0 0 0 V) N i Q) n E U Q) 0 0 co z ..t E M LL w O W M 0 z WJ a Q F,I ka I m Ip L�k-, t r i i i i Appendix D — Report Figures Page 123 of 348 <J411 A 000, �� . Figure 1: LEGEND Heritage Properties Subject Lands and Heritage Districts Warehouse District Cultural Heritage Landscapes Civic Centre Neighbourhood Heritage Conservation District CNR Line Cultural Heritage Landscape Heritage Properties: 1. 74 Margaret 2. 231 Victoria 3. 57-61 Ellen 4. 56 Ellen/239 Victoria 236-264 Victoria St N 5. 257 Victoria City of Kitchener 6. 277 Victoria Region of Waterloo Source: Aerial - City of Kitchener (c) 2022, City of Kitchener Open Data (c) 2023 _16 DATE: September 2023 SCALE: 1:3,000 0 FILE: 21302G DRAWN: CCF C\USE RS\CFAN DRI CH\DESKTOP\HERI TAGE_PROPERTI ES_15SEP2023. DWG C CL k � § \ £ § - 04 � - 7 LL // ,J\ k - ' s_��w% � • �4HS � ' i � 33S ' � ' f/ 5 ■ ' �» @i �® 94 %�/ 42 �4HS � ' i � 33S Staff Report r NJ :R Development Services Department www.kitchener.ca REPORT TO: Heritage Kitchener DATE OF MEETING: April 2, 2024 SUBMITTED BY: Garett Stevenson, Director of Development and Housing Approvals, 519-741-2200 ext. 7070 PREPARED BY: Deeksha Choudhry, Heritage Planner, 519-741-2200 ext. 7602 WARD(S) INVOLVED: Ward 5 DATE OF REPORT: March 20, 2024 REPORT NO.: DSD -2024-148 SUBJECT: Heritage Permit Application HPA-2024-IV-006 1385 Bleams Road Demolition of Garage RECOMMENDATION: That pursuant to Section 34 of the Ontario Heritage Act, Heritage Permit Application HPA-2024-IV-006 be approved to permit the demolition of the garage on the property municipally addressed as 1385 Bleams Road in accordance with the supplementary information submitted with this application. REPORT HIGHLIGHTS: • The purpose of this report is to present staff's recommendation for the demolition of the garage at the subject property municipally addressed as 1385 Bleams Road. • The key finding of this report is the demolition of the garage will not impact the heritage attributes of the property, as it is not protected by the designating by-law and has no cultural heritage value. However, according to Section 34 of the Ontario Heritage Act, the demolition of any building or structure on the property requires Council approval. • There are no financial implications associated with this report. • Community engagement included consultation with the Heritage Kitchener committee. • This report supports the delivery of core services. EXECUTIVE SUMMARY: Heritage Permit Application HPA-2024-IV-006 proposes the demolition of the garage on the subject property municipally addressed as 1385 Bleams Road. The garage has no cultural heritage value and is not protected by the designating by-law. However, according to Section 34 of the Ontario Heritage Act, the applicant must obtain approval prior to the demolition or removal of any building or structure on the property, whether or not the heritage attributes will be affected. Staff are of the opinion that demolishing the garage will not impact the heritage attributes of the property. *** This information is available in accessible formats upon request. *** Please call 519-741-2345 or TTY 1-866-969-9994 for assistance. Page 127 of 348 BACKGROUND: The Development Services Department is in receipt of Heritage Permit Application HPA- 2024-IV-002 seeking permission to demolish the garage at the subject property municipally addressed as 1385 Bleams Road (Fig. 1). Figure 1. Location Map of subject property (highlighted in red box). This permit has been brought before the Heritage Kitchener Committee as the subject property is designated under Part IV of the Ontario Heritage Act through Designating By- law 1987-309. In accordance with By-law 2009-089, delegating Council's approval for certain classes of alterations to Staff, delegated authority is permitted for Part IV designated property after consultation with the Heritage Kitchener Committee. Even though the garage has not been identified as a heritage attribute, and is not protected by the designating by-law, the demolition or removal of any structure or building on the property needs Council consent according to Section 34 of the Ontario Heritage Act. The garage is a modern two -bay garage and has no cultural heritage value. REPORT: The subject property is located on the southern side of Bleams Road and western side of Fischer Hallman Road, between Fischer Hallman Road and Abrams Clemens Street. Also known as the former `Williamsburg School' the subject property contains a 2 storey rubble stone construction house, which was originally constructed as a school for the former hamlet of Williamsburg in 1864 (Fig 2). Page 128 of 348 Figure 2. North and West elevation of the original Williamsburg Schoolhouse. Williamsburg Schoolhouse The Williamsburg Schoolhouse was originally built in 1864. It was a rectangular, gable - roofed structure constructed of granite fieldstone. A brick addition was constructed in 1874 to accommodate more students towards the rear. In 1966, the school was closed and the building was converted into a private residence. In 1987, a stone -faced, wood -framed addition was constructed at the front of the building. The building has been recognized for its design/physical, and historical/associative value in the designating by-law. The building is one of the few remaining original buildings from the former Hamlet of Williamsburg, and the schoolhouse is a representative example of an early construction style i.e. rubble stone construction. The designating by-law identifies the following features of the property: - All rubble stone facades of the original schoolhouse. - The belfry; - The fence; and - The wood shed. The construction date of the garage is unknown, but it was not a part of the original construction of the school. It mostly likely would have been constructed some time after Page 129 of 348 the building was converted to a residence. It is a modern two -bay garage, and does not have any cultural heritage value (Fig. 3). Figure 3: Modern two -bay garage. Associated Planning Applications 1385 Bleams Road was subject to a Zoning -By Law Amendment (ZBA) in 2023, which was approved by Council at it's April 24, 2023, meeting. The zoning amendment was sought to change the A-1 (agricultural) zoning to RES -6 (residential) to allow for a medium rise residential development. The applicant is proposing to build eight, three-storey townhomes towards the rear of the property. As part of the ZBA application, a Heritage Impact Assessment (HIA) was submitted in support of the application. The draft HIA was circulated to Heritage Kitchener at it's March 7, 2023, meeting. The HIA has since been approved. Demolition of Garage To facilitate the above-mentioned development, the modern two -bay garage needs to be demolished. As part of this application, only the demolition of the garage is proposed. Even though the garage has no cultural heritage value, the Ontario Heritage Act requires that any building or structure proposed to be removed or demolished receive Council approval. The demolition of this garage will not affect the heritage attributes of the property, nor it's reasons for designation. The proposed alterations meet the "Eight Guiding Principles in the Conservation of Built Heritage Properties", especially: Page 130 of 348 • Respect for historical material — repair or conserve rather than replace building materials and finishes, except where absolutely necessary. Minimal intervention maintains the historic content of the resource. • Respect for original fabric — repair with like materials. Repair to return the resource to its prior condition, without altering its integrity. • Respect for building's history — Do not restore to one period at the expense of another period. Do not destroy later additions to a building or structure solely to restore to a single time period. • Maintenance — with continuous care, future restoration will not be necessary. With regular upkeep, major conservation projects and their high costs can be avoided. • Respect for the buildings history — do not restore at one period at the expense of another. The proposed alterations meet the "Standards and Guidelines for the Conservation of Historic Places in Canada", especially: • Conserve the heritage value of an historic place. Do not remove, replace or substantially alter its intact or repairable character -defining elements. Do not move a part of an historic place if its current location if a character -defining elements. • Conserve heritage value by adopting an approach calling for minimal intervention. • Evaluate the existing condition of character -defining elements to determine the appropriate intervention needed. Use the gentlest means possible for any intervention. Respect heritage value when undertaking an intervention. • Maintain character -defining elements on an ongoing basis. Repair character - defining elements by reinforcing their materials using recognized conservation methods. Replace in kind any extensively deteriorated or missing parts of character -defining elements, where there are surviving prototypes. Heritage Planning Comments In reviewing the merits of this application, Heritage Planning Staff note the following: • The subject property municipally addressed as 1385 Bleams Road is designated under Part IV of the Ontario Heritage Act by way of designating by-law 1987-309. • The proposal is for the removal of the modern garage on the subject property. • The modern garage has no cultural heritage value, and is not protected by the designating by-law. However, the demolition or removal of any building or structure on a designated property needs Council approval. • The proposed work is consistent with the Eight Guiding Principles in the Conservation of Built Heritage Properties and with Parks Canada's The Standards and Guidelines for the Conservation of Historic Places in Canada; and • The proposed work will not adversely impact the building nor it's reasons for designation. STRATEGIC PLAN ALIGNMENT: This report supports the delivery of core services. FINANCIAL IMPLICATIONS: Capital Budget — The recommendation has no impact on the Capital Budget. Page 131 of 348 Operating Budget — The recommendation has no impact on the Operating Budget. COMMUNITY ENGAGEMENT: INFORM — This report has been posted to the City's website with the agenda in advance of the Heritage Kitchener committee meeting. CONSULT — Heritage Kitchener has been consulted regarding the subject Heritage Permit Application. PREVIOUS REPORTS/AUTHORITIES: • DSD -2023-080 — Draft Heritage Impact Assessment (HIA) — 1385 Bleams Road — Proposed Construction of 8 Three -Storey Townhomes. • Ontario Heritage Act, 2022 • Planning Act APPROVED BY: Garett Stevenson, Director of Development and Housing Approvals, Development Services ATTACHMENTS: Attachment A — Heritage Permit Application HPA-2024-IV-006 Page 132 of 348 2024 HERITAGE PERMIT APPLICATION & SUBMISSION REQUIREMENTS _ Development & Housing Approvals IITCHENER 200 King Street West, 6th Floor Kitchener ON N2G 4V6 519-741-2426; planning@kitchener.ca STAFF USE ONLY Page 7 of 10 Date Received: Accepted By: Application Number: H PA - PART B: HERITAGE PERMIT APPLICATION FORM 1. NATURE OF APPLICATION ❑ Exterior ❑ Interior ❑ Signage ® Demolition ❑ New Construction ❑ Alteration ❑ Relocation 2. SUBJECT PROPERTY Municipal Address: 1385 Bleams Rd Kitchener On N2E3X7 Legal Description (if know): LT 5 RCP 1469 KITCHENER; KITCHENER Building/Structure Type: 0 Residential ❑ Commercial ❑ Industrial ❑ Institutional Heritage Designation: 0 Part IV (Individual) ❑ Part V (Heritage Conservation District) Is the property subject to a Heritage Easement or Agreement? ❑ Yes 0 No 3. PROPERTY OWNER Name: IOAN SOLOMES Address: 1385 BLEAMS RD City/Province/Postal Code: KITCHENER Phone: 2269882403 Email: isolomes@gmail.com 4. AGENT (if applicable) Name: ALINA SOLOMES spouse Company: Address: 1385 BLEAMS RD City/Province/Postal Code: KITCHENER Phone: 5196161010 Email: alinasolomes@yahoo.ca Working together • Growing thoughtfully • Building community rage 2024 Page 8 of 10 5. WRITTEN DESCRIPTION Provide a written description of the project including any conservation methods proposed. Provide such detail as materials to be used, measurements, paint colours, decorative details, whether any original building fabric is to be removed or replaced, etc. Use additional pages as required. Please refer to the City of Kitchener Heritage Permit Application Submission Guidelines for further direction. We would like to request the demolition of the following three items: 1. double car detached garage located on the western side of the home (not part of the designation) ,2. the chimney which is in poor condition and is falling apart (not in use) and 3. the heritage fence located at the front of the property because it is rotten and missing many components. 6. REVIEW OF CITY OF KITCHENER HERITAGE PERMIT APPLICATION SUBMISSION GUIDELINES Describe why it is necessary to undertake the proposed work: we no longer need the garage, the chimney is at risk of falling apart and insurance company wants it gone, the fence is in an advanced state of decay and the region would appreciate it removed to accomodate the road reconstruction including multi use trail an regrading, scheduled to start this spring. Describe how the proposal is consistent with the Part IV individual designating by-law or the Part V Heritage Conservation District Plan: except for the heritage fence, this proposal has no effect on the heritage attributes for this property. the fence is in very poor shape from it being rotten and beyond repair. Describe how the proposal is consistent with Parks Canada's Standards and Guidelines for the Conservation of Historic Places in Canada (www.historicplaces. ca/en/pages/standards- norm es. asp x): 7. PROPOSED WORKS a) Expected start date: March/Apri12024 Expected completion date: spring time 2024 b) Have you discussed this work with Heritage Planning Staff? ❑ Yes 1Z No - If yes, who did you speak to? c) Have you discussed this work with Building Division Staff? ❑ Yes [Z No - If yes, who did you speak to?. d) Have you applied for a Building Permit for this work? ❑ Yes 0 No e) Other related Building or Planning applications Application number. Working together • Growing thoughtfully • Building community rage 2024 8. ACKNOWLEDGEMENT Page 9 of 10 The undersigned acknowledges that all of the statements contained in documents filed in support of this application shall be deemed part of this application. The undersigned acknowledges that receipt of this application by the City of Kitchener - Planning Division does not guarantee it to be a `complete' application. The undersigned acknowledges that the Council of the City of Kitchener shall determine whether the information submitted forms a complete application. Further review of the application will be undertaken and the owner or agent may be contacted to provide additional information and/or resolve any discrepancies or issues with the application as submitted. Once the application is deemed to be fully complete, the application will be processed and, if necessary, scheduled for the next available Heritage Kitchener committee and Council meeting. Submission of this application constitutes consent for authorized municipal staff to enter upon the subject property for the purpose of conducting site visits, including taking photographs, which are necessary for the evaluation of this application. The undersigned acknowledges that where an agent has been identified, the municipality is authorized but not required to contact this person in lieu of the owner and this person is authorized to act on behalf of the owner for all matters respecting the application. The undersigned agrees that the proposed work shall be done in accordance with this application and understands that the approval of this application under the Ontario Heritage Act shall not be a waiver of any of the provisions of any by-law of the City of Kitchener or legislation including but not limited to the requirements of the Building Code and the Zoning By-law. The undersigned acknowledges that in the event this application is approved, any departure from the conditions imposed by the Council of the City of Kitchener or from the plans or specifications approved by the Council of the City of Kitchener is prohibited and could result in a fine being imposed or imprisonment as provided for under the Ontario Heritage Act. Signature of Owner/Agent: loan soowes Date: January 12th 2024 Signature of Owner/Agent: Date: 9. AUTHORIZATION If this application is being made by an agent on behalf of the property owner, the following authorization must be completed: I/ We, loan Solomes owner of the land that is subject of this application, hereby authorize Alina Solomes to act on my / our behalf in this regard. Signature of Owner/Agent: loan Date: January 12th 2024 Signature of Owner/Agent: Date: The personal information on this form is collected under the legal authority of Section 33(2), Section 42(2), and Section 42(2.2) of the Ontario Heritage Act. The information will be used for the purposes of administering the Heritage Permit Application and ensuring appropriate service of notice of receipt under Section 33(3) and Section 42(3) of the Ontario Heritage Act. If you have any questions about this collection of personal information, please contact the Manager of Corporate Records, Legislated Services Division, City of Kitchener (519-741-2769). Working together • Growing thoughtfully • Building community rage 2024 Application Number: Application Received: Application Complete: Notice of Receipt: Notice of Decision: 90 -Day Expiry Date: PROCESS: ❑ Heritage Planning Staff: ❑ Heritage Kitchener: ❑ Council: STAFF USE ONLY Working together • Growing thoughtfully • Building community rage Page 10 of 10 Staff Report r NJ :R Development Services Department www.kitchener.ca REPORT TO: Heritage Kitchener DATE OF MEETING: April 2, 2024 SUBMITTED BY: Garett Stevenson, Director of Development Approvals and Housing, 519-741-2200 ext. 7070 PREPARED BY: Jessica Vieira, Heritage Planner, 519-741-2200 ext. 7291 WARD(S) INVOLVED: Ward 10 DATE OF REPORT: March 11, 2024 REPORT NO.: DSD -2024-133 SUBJECT: Notice of Intention to Designate 10 Duke Street West under Part IV of the Ontario Heritage Act RECOMMENDATION: That pursuant to Section 29 of the Ontario Heritage Act, the Clerk be directed to publish a Notice of Intention to Designate the property municipally addressed as 10 Duke Street West as being of cultural heritage value or interest. REPORT HIGHLIGHTS: • The purpose of this report is to request that Council direct the Clerk to publish a Notice of Intention to Designate the property municipally addressed as 10 Duke Street West under Part IV of the Ontario Heritage Act. • The key finding of this report is that that the property municipally addressed as 10 Duke Street West meets the criteria for designation under Ontario Regulation 9/06 (amended by Ontario Regulation 569/22) and has been confirmed to be a significant cultural heritage resource. The property is recognized for its design/physical, historical/associative, and contextual value. • There are no financial implications. • Community engagement included informing residents by posting this report with the agenda in advance of the Heritage Kitchener meeting, consulting, and collaborating with the owner regarding the recommendations of the Heritage Impact Assessment (HIA), and consultation with Heritage Kitchener. In addition, should Council choose to give notice of its intention to designate, such notice will be served to the Owner and Ontario • This report supports the delivery of core services. BACKGROUND: The subject property is located on the north-west corner of the Duke Street West and Queen Street North intersection. At present, the property contains a vacant three storey *** This information is available in accessible formats upon request. *** Please call 519-741-2345 or TTY 1-866-969-9994 for assistance. Page 137 of 348 commercial brick building, constructed c. 1949 in the Colonial Revival architectural style. The property is approximately 0.55 acres in size and is within the City Commercial Core of the City of Kitchener, Region of Waterloo. 1 •�1 IU8 +. =w. " 45 !1 FA CITY COMMERCIAL CORE 45 icy Uite.S �_a 2 ROOG2Ifi e� , IKtChoms MIi1iI� r a' tv Conrad Cwov a. Si For ThePebming� 564 Arfs 'r The Regency-. 37 1i aid I k dL I 30 _ c i r 70 - V09i+— rr9 =reels tif,�Ar. 13 �-iC. lafi . ' Orr, M�MI!�:e►Y. Subject Area Map — 10 Duke Street West 10 Duke Street West is currently part of an active Site Plan Application (SP22/104/D/AP) which proposes the redevelopment of the site with a new mixed-use building 45 storeys in height. The podium level will contain commercial, office, amenity, and parking spaces and 499 residential units within the remaining levels. The redevelopment will retain the entire principal (south) fagade, the entire east fagade, and a portion of the west fagade. The subject property is currently listed as a non -designated property of cultural heritage value or interest on the Municipal Heritage Register and is adjacent to two other listed properties and a property now designated under Part IV of the Ontario Heritage Act. As such the submission and approval of a Heritage Impact Assessment (HIA) was made a requirement of this site plan. The resulting HIA has been prepared by McCallum Sather on behalf of VanMar Development Incorporated, and the first draft was brought the Heritage Kitchener Committee for review and comment in November 2021. No major concerns were identified with the proposal at this time. The most recent revision of the HIA is dated January 2024 and forms Attachment A of this report. The HIA includes an assessment of the property against the criteria for designation as provided by Ontario Regulation 9/06 (amended through Ontario Regulation 569/22). The assessment concluded that the property meets sufficient criteria for designation and should be recognized for its design/physical, historical/associative, and contextual value. Page 138 of 348 REPORT: Identifying and protecting cultural heritage resources within the City of Kitchener is an important part of planning for the future, and helping to guide change while conserving the buildings, structures, and landscapes that give the City of Kitchener its unique identity. The City plays a critical role in the conservation of cultural heritage resources. The designation of property under the Ontario Heritage Act is the main tool to provide long-term protection of cultural heritage resources for future generations. Designation recognizes the importance of a property to the local community; protects the property's cultural heritage value; encourages good stewardship and conservation; and promotes knowledge and understanding about the property. Designation not only publicly recognizes and promotes awareness, but it also provides a process for ensuring that changes to a property are appropriately managed and that these changes respect the property's cultural heritage value and interest. 10 Duke Street West is recognized for its design/physical, historical/associative, and contextual values. It satisfies five of the nine criteria for designation under Ontario Regulation 9/06 (amended by Ontario Regulation 569/22). A summary of the criteria that is met or not met is provided in the table below. Criteria Criteria Met (Yes/No) 1. The property has design value or physical value because it Yes is a rare, unique, representative or early example of a style, type, material, or construction method. 2. The property has design value or physical value because it No displays a high degree of craftsmanship or artistic merit. 3. The property has design or physical value because it No demonstrates a high degree of technical or scientific achievement. 4. The property has historical value or associative value Yes because it has direct associations with a theme, event, belief, person, activity, organization or institution that is significant to a community. 5. The property has historical or associative value because it Yes yields, or has the potential to yield, information that contributes to an understanding of a community or culture. 6. The property has historical value or associative value No because it demonstrates or reflects the work or ideas of an architect, artist, builder, designer or theorist who is significant to a community. 7. The property has contextual value because it is important in Yes defining, maintaining or supporting the character of an area. 8. The property has contextual value because it is physically, Yes functionally, visually, or historically linked to its surroundings. 9. The property has contextual value because it is a landmark. Yes Page 139 of 348 Design /Physical Value 10 Duke Street West has design and physical value, being a representative example of the Colonial Revival architectural style for a commercial building. The building was constructed c. 1949 and features- rectangular plan; red flemish brick; eleven bays along the front Duke Street elevation and rear elevations, and six bays on the short elevations to the East and West separated by shallow brick columns with limestone capitals and base; segmentally flat window openings with brick voussoirs and stone sills; main entrance door with window surround, transom and entablature; limestone band between 2nd and 3rd and the parapet at the roof line. Figure 1: Front (South) Facade of Subject Property Figure 2: East Side Facade of Subject Property Page 140 of 348 Character defining interior elements are concentrated within the building core and include: the existing stair railings with black metal spindles and newel posts with brass railing; wall grilles; marble ceilings and walls within the main entrance lobby, two -toned terrazzo flooring with marble accents at thresholds, and ceramic tiles in washroom. DI P' E01 Figure 3: Character Defining Interior Attributes Page 141 of 348 Historical /Associative Value The subject property demonstrates historical and associative value due to its connection to the history of insurance in Kitchener and due to the original owner and use of the property. 10 Duke Street was the fifth office building in Kitchener of the Economical Mutual Fire Insurance Company. The Economical Mutual Fire Insurance Company (now known as Economical Insurance) was founded in Berlin (now Kitchener) in 1971. The purpose of the company was to provide protection against the devastation and hardship caused by fire, lightening, and other natural disasters. 10 Duke Street was the fifth location of the Economical Mutual Fire Insurance Company in Kitchener, superseding the location at 16-20 Queen Street North as headquarters in 1949. The building operated as headquarters for 40 years, until 1989. The decision to build on the subject property was led by the company's seventh president, Senator William D. Euler. William D. Euler was a distinguished citizen of Waterloo County. He taught public school for six years, established a business college, and acquired an interest in the Kitchener News Record before eventually becoming president of the company. He also had an active and distinguished political career, beginning as Berlin Alderman, being appointment Mayor of Berlin from 1913-1914, and than becoming Member of Parliament in 1917 and successfully remained in this role through seven consecutive general elections. He was appointed Minister of National Revenue, Minister of Trade and Commerce, and than to the Senate of Canada in 1935. In 1961 he became the first Chancellor of Waterloo Lutheran University (now Wilfrid Laurier University). The subject property also has the potential to contribute to an understanding of the community, as it is linked to the rapid expansion of the company which was a result of the rapid growth of the Canadian economy in the post -World War II era. Its operations also yield information related to business operations within the City during this era. Contextual Value The building is located in-situ, in a prominent location on the north side of Duke Street West between Ontario Street to the west and Queen Street North to the east. The property is physically and visually linked to the streetscape in terms of scale and material. It supports and maintains the character of the streetscape and area, being located within the City Commercial Core and in proximity to a number of other historic commercial buildings, including 16-20 Queen Street North which is the fourth office of the Economic Mutual Fire Insurance Company. Due to its location on a corner lot on a prominent street, its distinctive Colonial Revival characteristics, and its main entrance fronting directly onto Duke Street West the building can also be classified as a landmark. Heritage Attribute List The heritage value of 10 Duke Street West resides in the following attributes identified below: Page 142 of 348 Exterior elements related to the Colonial including: o Red Flemish brick; Revival architectural style of the building, o Rectangular plan; 0 11 bays along Duke Street and 6 bays along Queen Street; o Segmentally flat windows openings with brick voussoirs; 0 8/12 windows with limestone sills; o Main entrance door with door surround, transom and entablature; o The limestone band between 2nd and 3d floors; and o The parapet along the roofline. Interior elements including: o Brass elements: Stair railings, newel post caps and wall grilles; and, o Roman Travertine tile in vestibule entrance and lobby. Elements related to the contextual value of the subject property and its status as a landmark, including: o Prominent location at the intersection of Duke Street West and Queen Street North; o Balanced front and side fagades; and o The massing of the building fronting onto both Duke Street West and Queen Street North. Forthcoming Heritage Permit Application Should Council choose to publish a Notice of Intention to Designate, Heritage Planning Staff will be returning to the Heritage Kitchener Committee with two heritage permit applications; one for the partial demolition of the building, and one for the new construction for the 45-sotrey mixed use building. STRATEGIC PLAN ALIGNMENT: This report supports the delivery of core services. FINANCIAL IMPLICATIONS: Capital Budget — The recommendation has no impact on the Capital Budget. Operating Budget — The recommendation has no impact on the Operating Budget. COMMUNITY ENGAGEMENT: INFORM — This report has been posted to the City's website with the agenda in advance of the council / committee meeting. CONSULT and COLLABORATE — Heritage Planning staff have consulted and collaborated with the applicant and owner regarding designation under the Ontario Heritage Act. Designation was made a condition of site plan approval, subject to consideration by the Municipal Heritage Committee and Council. Page 143 of 348 Section 29(2) of the Ontario Heritage Act requires Council to consult with the Municipal Heritage Committee (Heritage Kitchener) before giving notice of its intention to designate a property. Heritage Kitchener will be consulted via circulation and consideration of this report (see INFORM above). Members of the community will be informed via circulation of this report to Heritage Kitchener and via formal consideration by Council. In addition, should Council choose to give notice of its intention to designate, such notice will be served on the property owner and the Ontario Heritage Trust, and published in the local newspaper (The Record). Once notice has been served, the owner has the right of appeal to the Ontario Land Tribunal. It should be noted that should Council decide not to proceed with a Notice of Intention to Designate, that the building will remain on the City's Municipal Heritage Register until January 1, 2025, after which it will be removed according to the changes enacted by Bill 23. Once removed, it cannot re -listed on the Register again for five (5) years, i.e. January 1, 2030. PREVIOUS REPORTS/AUTHORITIES: • Ontario Heritage Act, R.S.O 1990 APPROVED BY: Justin Readman, General Manager, Development Services Department ATTACHMENTS Attachment A — Heritage Impact Assessment, 10 Duke Street West, McCallum Stather Page 144 of 348 • • 44" i N N N N N C) N M Q N ------------------ v fl Y ~� �`•A• �_ III •. 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MixN Lu Lu ... . .. .... ..... 22M!` b ww 2 CG %w 00 DO w, w w. [—u H HN o LL H9 t t — tt- t z U) z 0 J6, Walks z z U) a., ; . M n�! LU Lu WM zz w 00 DO �,Y L�ffl OHM 2 2 2 (cc HME- 2' Ow w ru HHMW M— LL MMM a., ; bA O LA .x W ca M N O N O O O LL N O •x Z MW r lid A, W �11� W 1 V Y• Q LL co (Y) 4- 0 0 (Y) N N Y CD oo 10 Duke Steet West Kitchener. Ontario Existing Facade Retention Structural Assessment Report Project No. 24012 Draft report issued November 17th, 2023 Final report issued December 4th, 2023 Report Prepared by: MOld IEIDIDVU CONSULTING ENGINEERS Page 231 of 348 10 Duke Steet West Structural Assessment Report Existinq Facade Retention Proiect No. 24012 TABLE OF CONTENTS 1. INTRODUCTION...................................................................................................................................1 2. TERMS OF REFERENCE....................................................................................................................1 3. METHODOLOGY..................................................................................................................................1 3.1. Investigation..................................................................................................................................1 3.2. Applicable Codes and Standards..................................................................................................2 3.3. Analysis......................................................................................................................................... 2 4. OBSERVATIONS..................................................................................................................................2 4.1. Existing Concrete Slabs................................................................................................................3 4.2. Existing Structural Steel Framing..................................................................................................3 4.2.1 Columns................................................................................................................................ 3 4.2.2 Beams...................................................................................................................................4 4.3. Wall Assembly...............................................................................................................................4 4.3.1 Foundation Wall....................................................................................................................4 4.3.2 Above -Grade Masonry Wall..................................................................................................5 4.4. Slab -Wall Interface........................................................................................................................6 4.5. Masonry Condition........................................................................................................................6 5. RETENTION APPROACH.................................................................................................................... 7 5.1. Sequencing...................................................................................................................................7 5.2. Temporary Bracing........................................................................................................................8 5.2.1 Bracing Within Existing Structural Bays................................................................................8 5.2.2 Vertical Strongbacks............................................................................................................. 8 5.2.3 Horizontal Lateral Support Angle at Existing Floor Levels....................................................9 5.2.4 Lateral Support at Column Splices........................................................................................ 9 5.2.5 Other Conditions, Miscellaneous Framing............................................................................ 9 5.3. Disconnecting Material to be Demolished/Removed.................................................................... 9 5.3.1 Terra Cotta Tile and Interior Finishes....................................................................................9 5.3.2 Wall Cutting and Demolition................................................................................................10 5.3.3 Removal of Slabs and Beams.............................................................................................10 6. DISCLAIMER & LIMITATIONS...........................................................................................................11 APPENDIX A - SKETCHES OF TYPICAL EXISTING KEY DETAILS APPENDIX B - RETENTION FRAME CONCEPT SKETCHES John G. Cooke & Associates Ltd. Page i Page 232 of 348 10 Duke Steet West Existinq Facade Retention 1. INTRODUCTION Structural Assessment Report Proiect No. 24012 John G. Cooke & Associates Ltd. (JCAL) was retained by VanMar Developments Inc. (VanMar) to provide consulting structural engineering services as it relates to the retention of portions of the primary fagades of the existing building at 10 Duke Street West, in Kitchener, Ontario, for incorporation of these facades with a planned redevelopment on the site. The redevelopment will include the construction of a new tower that occupies much of the footprint of the existing building presently on the site. VanMar's intent is to retain the existing masonry facades by primarily making use of the steel frame of the existing load-bearing masonry and steel -framed building, supplemented by temporary bracing and supports as necessary, until the fagade may be secured to the new permanent structure (designed by other consultants), as construction of the latter progresses. VanMar received conditional approval of their Site Plan Application - SP22/104/D/AP, the draft version of which, dated June 23, 2023 and available to JCAL, requires "That the Owner's Consulting Engineer ... submit a Structural Assessment Report for 10 Duke Street West to be included within the Demolition and Stabilization Plan, ... advising on the means and methods to be used to safely remove portions of the existing building and to avoid causing structural damage to the historic portions of the front facades...". This report is intended to satisfy that requirement and be the basis to develop the design further. Designs indicated herein are not for construction but are intended to show concepts and intents that will be developed further and coordinated more closely with the new construction, during production of a set of shoring and sequencing drawings for the purposes of pricing and construction. JCAL was provided with some photographs of original drawings. These lacked several key details regarding the existing structure and JCAL first undertook an investigation to identify and confirm these details, along with condition of exposed elements that may impact the retention of the facades and the need for any restoration work that might be required in advance. This information was used in developing analytical models and the approach to the retention concept that is discussed herein. 2. TERMS OF REFERENCE The scope of work for John G. Cooke & Associates Ltd. is based on JCAL proposal P23208, dated September 18, 2023. 3. METHODOLOGY JCAL completed an investigation of existing conditions, identified applicable codes and standards to be referenced, and completed analysis of the existing and new temporary components to be used in the temporary support of the fagade during the course of the new construction and retention. 3.1. Investigation Jonathan Dee, P.Eng., CAHP of JCAL made an initial visit to the site on September 6, 2023, accompanied by representatives from VanMar and mcCallumSather, the heritage architects who have completed a Heritage Impact Assessment and Conservation Plan for the subject property. Jonathan Dee and Andrew Azinovic, EIT revisited the site on October 18, 2023. Using hand -tools, investigatory openings were made in several locations where possible. Locations were identified for further investigatory openings, to be made using power tools and with the assistance of VanMar's forces. These further openings were completed by VanMar at JCAL's direction, and reviewed by Jonathan Dee and Andrew Azinovic, throughout the course of the day on October 30, 2023. The investigation included primarily of the use of a chipper to remove interior terra cotta tile and plaster wall finishes John G. Cooke & Associates Ltd. Page 1 Page 233 of 348 10 Duke Steet West Existinq Facade Retention Structural Assessment Report Proiect No. 24012 to view the enclosed structural elements and details, and to remove brick from the interior side of the exterior walls, to determine the construction and condition of the existing wall assembly. 3.2. Applicable Codes and Standards The primary codes, standards, and guidelines referenced during and applicable to the production of work described in this report and for further development of the retention design are as follows: • Ontario Building Code 2012, inclusive of latest effective amendments (the OBC) • Structural Commentaries of the National Building Code of Canada, including Commentary L: Application of NBC Part 4 of Division B for the Structural Evaluation and Upgrading of Existing Buildings • CSA A23.3-14 - Design of Concrete Structures • CSA A371-14 - Masonry Construction for Buildings • CSA S304-14 (R2019) - Design of Masonry Structures • CSA S16-14 - Design of Steel Structures • Standards and Guidelines for the Conservation of Historic Places in Canada, published by Parks Canada. 3.3. Analysis The applicable wind load was calculated to OBC 2012, using a reduced importance factor of 0.75 for calculating loads for serviceability and deflections. It is our opinion that seismic loading may be neglected during construction, given the brief construction period relative to the 2500 -year return period for code -specified seismic loads. However, seismic considerations are relevant in the permanent attachment of the facades to temporary elements that may remain as part of the permanent structure. The applicable seismic load was calculated in accordance with OBC Article 4.1.8.18 for building elements and non- structural components. The applicable seismic loads were calculated, using seismic Site Class C as recommended in the geotechnical report (File no. G21270, Chung & Vander Doelen Engineering Ltd.), and it was determined the above -noted wind forces govern design. Rigidity and stiffness requirements for the lateral support of the masonry generally governed design, and the limitations stipulated in CSA A371 were followed, of L/600 for unreinforced masonry where flexural stress is perpendicular to the bed joints (i.e., for bending in the vertical direction of the wall) and L/300 for unreinforced masonry where flexural stress is parallel to the bed joints (i.e. for bending in the horizontal direction of the wall). Analysis of the existing and new temporary components to be used in retaining of the facades was carried out using procedures identified in the above -noted standards documents and using Bentley STAAD structural analysis software. 4. OBSERVATIONS Observations made during our investigation that relate to the retention of the existing facades are documented below. Sketches of key typical existing details are included in Appendix A. The building's structure consists of one-way flat concrete slabs, spanning on steel floor beams. These beams are supported on two interior east -west lines of structural steel columns and, on the load bearing exterior walls at the perimeter of the building. A further general description of the building is otherwise documented in the Heritage Impact Assessment or Conservation Plan and is not repeated here. John G. Cooke & Associates Ltd. Page 2 Page 234 of 348 10 Duke Steet West Structural Assessment Report Existing Fagade Retention Project No. 24012 4.1. Existing Concrete Slabs The existing floor slabs were hammer drilled. While only a relatively small drill bit was available, these were measured as accurately as possible and found to be 127 mm (5") thick and are believed to be overlain with a bonded floor topping for leveling, which is assumed to be on average 25 mm (1 ") thick. The floor slabs span in the east -west direction, between floor beams. These slabs were not scanned for reinforcing steel, but we believe they would contain smooth reinforcing steel bars parallel to the span direction, and temperature steel reinforcement in the opposite direction. 4.2. Existing Structural Steel Framing 4.2.1 Columns The building's columns are generally clad with terra cotta tile and plaster. Occasionally this has been overclad with newer drywall and steel studs. Openings were made to expose the structural steel columns within, at • three locations above the Ground floor level, • two locations above the 2nd floor level, and • one location above the 31d floor level. The key findings are that the column steel is generally exposed behind the terra cotta tile, with no additional concrete encasing or coatings beyond the grey paint (see Fig. 1). A column splice, suspected to be present but not otherwise documented, was found at both openings made just above the 2nd floor level (see Fig. 2), and not at any of the openings on other floors. This splice location is believed to be typical at all columns and may act as a hinge in the column if not laterally supported in both directions at all times. nd Below the splice, the columns were found to be wide flange profiles with welded top and bottom flange cover plates. The wide flange profile was measured to have a depth of approx. 225 mm and a flange thickness of approx. 19 mm, and the cover plates to be approx. 12 mm thick and 260 mm wide. These may be historic US 8" WF @ 58lbs/ft sections per the 1946 US Steel catalogue. For the purposes of analysis, these were conservatively analysed as modern W200x71 sections, plus the cover plates as measured, which is a similar but conservative selection. Above the splice, at the 3rd floor opening the upper columns were found to be wide flange profiles with no flange cover plates. The wide flange profile was measured to have a depth of approx. 200 mm and a flange thickness of approx. 12 mm. These may be historic US 8" John G. Cooke & Associates Ltd. Page 3 Page 235 of 348 10 Duke Steet West Existinq Facade Retention Structural Assessment Report Proiect No. 24012 WF @ 31 or 35 lbs/ft sections per the 1946 US Steel catalogue. For the purposes of analysis, these were conservatively analysed as modern W200x46 sections, which is a similar but slightly conservative selection. 4.2.2 Beams The steel floor beams, present interior column lines and with an additional beam at the mid -span of each bay, were understood to bear on the exterior masonry walls. These beams are generally clad in metal lath and plaster with exposed steel beyond. Openings in the ceiling and wall finishes around a typical beam were made below the 3rd floor beam bearing on the south exteriorwall. Lath and plasterwas removed and the interior wythes of brick were removed adjacent to the beam (see Fig. 3). As expected based on available documentation, but of significant value to the project to definitively confirm, no steel column within the wall was located. A steel bearing plate is present below the beam, and the beam was found to bear approximately 200 mm (8"), or the full depth of the two interior wythes of backup brick (see Fig. 4). Additionally, the top flanges of the floor beams are noted to be embedded above the soffit of the slab. i Fig 3: Typical beam bearing on brick backup at exterior wall 4.3. Wall Assembly 4.3.1 Foundation Wall * hr 13 Fig 4: Typical beam bearing length on exterior wall The foundation wall assembly was investigated at the interior of the basement, toward the east end of the south foundation wall, by removing a portion of the interior plaster and terra cotta (see Fig. 5). The wall assembly was found to consist of, from the interior: • plaster, • 76mm (3") terra cotta tile, • approx. 13 mm (1/2") gap, and the • concrete foundation wall. Naturally, the removals did not extend through the concrete wall, but the exterior is finished with limestone, which is presumably bearing on a ledge in the concrete foundation wall. Dovetail tracks were noted to be present on the interior face of the concrete foundation wall, and one dovetail anchor was found extending into the terra cotta tile (see Fig. 6). This may suggest that dovetail anchors were used on the exterior stone as well, and future masonry conservation work should be mindful of the fact that dovetail anchors from this period are prone to inconsistent placement and corrosion. John G. Cooke & Associates Ltd. Page 4 Page 236 of 348 10 Duke Steet West Existinq Facade Retention Structural Assessment Report Proiect No. 24012 Fig 5: Opening in terra cotta tile at foundation wall, interior Fig 6: Looking down at opening, dovetail anchor 4.3.2 Above -Grade Masonry Wall The above -grade load-bearing masonry walls were investigated from the interior, primarily with brick removals completed above the 2nd floor level, near the east end of the north wall, 2nd floor (see Figs. 7 and 8). The interior brick was very difficult to remove and therefore only one opening was made, and conditions were otherwise exposed during investigations of beam pocket and slab -wall interface. The wall assembly was found to consist of, from the interior: • plaster, • 76mm (3") terra cotta tile, • approx. 13 mm ('/z") gap, • two wythes of concrete brick backup masonry, laid in common bond, and the • exterior wythe of clay brick, laid in Flemish bond. The interior terra cotta tile was noted to be anchored to the backup brick by way of corrugated ties, as one of these was located in the removal area. No ties were noted between backup wythes or to the exterior brick, and the brick wythes are believed to be tied together solely by way of header bricks. COAL y i Fig 7: Removals at above -grade masonry wall, interior Fig 8: Angled view of opening shown in Fig 7. John G. Cooke & Associates Ltd. Page 5 Page 237 of 348 10 Duke Steet West Existinq Facade Retention 4.4. Slab -Wall Interface Structural Assessment Report Proiect No. 24012 Determining the slab -wall interface is important to defining a removal methodology that will not impact the integrity of the existing walls and to determining a temporary and permanent approach to laterally securing these walls. Removal of the interior terra cotta to expose the interior side of the backup brick masonry just above the slab was completed in two locations at the 2nd floor (see Figs. 9 and 10). The interior brick was removed in one location and the slab was noted to extend into the backup masonry. The terra cotta wall tile bears on the slab, and a topping appears to have been placed overtop of the slab. It's likely that the exterior brick wall was built up to the underside of slab level with the slab poured directly onto it. We do not believe that removing the existing slab from the exterior walls is necessary and that doing so may result in unnecessary damage to heritage fabric. Fly V. F\U111VVQIJ CIL JIQV ICVCI, J VVQII, C1UUVO -- IIVVI 4.5. Masonry Condition ti r Fig 10: Add'I removals of interior finishes at slab level The backup brick masonry, consisting of the two interior wythes of concrete brick laid in common bond, where exposed in the above -noted investigatory openings, appeared to be in very good condition. Joints were well filled with mortar, including collar joints, the bricks and mortar were intact, and it was quite difficult to remove individual bricks. The exterior wythe of brick consists of an extruded clay brick, laid in Flemish bond. The mortar joints are generally intact and in good condition, though there are localized areas of debonding and erosion. No signs of systemic delamination or outward displacement of the exterior wythe was noted, and it appears to be well bonded to the backup brick masonry. The vertical brick piers in the exterior wythe of brick project slightly towards the exterior. We suspect that this projection is created by simply thickening the collar joint between the exterior and backup wythes. There is also a continuous vertical mortar joint up each side of these piers where they interface with the adjacent brick masonry. While this might be cause for some concern, a header is present at every other course and this is believed to be a true header, tying the wythes together and no systematic separation is noted along these piers. See Figures 11 and 12. No investigation was carried out of the exterior stone cladding at cornices, foundation level, etc. Given the age of the building, these may be keyed into the backup masonry and/or anchored to the backup brick using strap or cramp anchors. Often in buildings of this age anchorage was only provided to the top of the stones. However, no systemic issues were observed of displacement of the stones, and no special care is believed to be required for these in terms of the retention. John G. Cooke & Associates Ltd. Page 6 Page 238 of 348 10 Duke Steet West Existinq Facade Retention Q Fig 11: 5. 5.1 Typical projection at brick pier RETENTION APPROACH Structural Assessment Report Proiect No. 24012 Fig 12: Typical continuous vertical joint at brick pier The overall approach to retaining the existing facades is to retain these in-situ while the new building is constructed within the footprint of the existing. In order to minimize retention costs and impact to exterior areas along the facades, the retention will make use of the existing structural steel framing along the walls to be retained. This will be supplemented with new temporary steel bracing and lateral support members. The existing floors will then be removed and replaced with new floors, at matching levels, at which point the lateral support of the existing walls may be transferred to these new floors. Sequencing Careful sequencing of the work is a key factor in the successful retention of the existing facades in-situ and is necessary to ensure that overall stability and adequate lateral support of the facades to be retained is maintained at all times. The order of operations is anticipated to proceed generally as follows: 1. Remove existing terra cotta tile and interior finishes to enable access to backup masonry and enclosed structural steel elements that will be part of temporary bracing system. 2. Core or cut holes in the roof and floors at piers and install vertical strongbacks from above, using a crane, at the interior face of the existing walls to be retained, where indicated, with a. full -height (spliced) strongbacks at braced bays and b. partial -height strongbacks at unbraced bays 3. Install temporary steel framing, including a. diagonal bracing within existing structural bays where bracing is identified to be installed, b. lateral bracing in both directions at all existing column splices, where existing columns are identified to be retained, c. lateral support angles to interior face of backup masonry, above all floor levels, and which angles will ultimately become part of the permanent anchorage for these fagades. 4. Create separation cuts in the existing fagade walls, at points where the existing facades will no longer be retained. 5. Complete the demolition of the portions of the building not to be retained or temporarily to remain as part of the temporary support system, including the facades (salvaging any stone or other material indicated for such), and following an engineered demolition plan. John G. Cooke & Associates Ltd. Page 7 Page 239 of 348 10 Duke Steet West Structural Assessment Report Existing Fagade Retention Project No. 24012 6. Construct the raft slab in the basement, encasing the base of the remaining existing columns within the raft slab and securing the raft slab to the exterior foundation wall. 7. Remove and replace floors along the interior of the facades to be retained, one at a time, by: a. anchoring the vertical strongback at the unbraced bays to the wall at the position indicated, centered on the slab to be removed, b. saw -cutting the existing concrete slab to be demolished to free it from the walls to be retained, c. temporarily shoring and then cutting close to the walls the existing steel beams bearing on the walls to be retained, d. placing the new structural slab, casting around the columns to be temporarily retained, e. securing the new slab to the lateral support angles placed above each floor level, and f. repeating at the next floor, above. 8. Remove temporary steel bracing and strongback members, leaving the now -permanently affixed lateral support angles. 9. Cut off existing columns that were temporarily retained above the top of the raft slab, remove the columns, and infill new slab openings around them. 5.2. Temporary Bracing The lateral support of the facades to remain during construction will make use of the existing structural steel, supplemented with temporary steel framing, as described below. 5.2.1 Bracing Within Existing Structural Bays The existing column lines inboard of the fagade walls to be retained will remain in-situ until the walls are laterally supported by the new permanent structure. Several of these column bays will be braced, in both the north -south and east -west directions, with new diagonal bracing members installed between the 2nd and 3,d levels, and from the 3,d floor to the roof level. At unbraced bays, the existing and new slabs will act as diaphragms, to transfer lateral forces collected at these bays to the braced bays, noted above. The bracing approach, developed to minimize the amount of bracing that is required, relies on the column bases to be encased within the raft slab, effectively resulting in a fixed connection. 5.2.2 Vertical Strongbacks As confirmed during our investigation, there are no existing steel columns within the exterior walls to be retained. Vertical strongbacks, steel members placed against and anchored to the interior face of the walls, will be introduced at each column line along the walls to be retained, in order to serve the following functions: resolve axial tension and compression forces at braced bays, especially in order to resist tension forces that would otherwise be induced in the masonry by the diagonal bracing, • bring forces collected by the lateral support angles at demolished floor levels to the diaphragms above and below the strongback, and • provide an attachment point for the lateral support members perpendicular to the wall that brace the column splices to permit removal of the 2nd floor slab. John G. Cooke & Associates Ltd. Page 8 Page 240 of 348 10 Duke Steet West Existinq Facade Retention Structural Assessment Report Proiect No. 24012 The strongbacks will be installed from above, through vertical pockets cored or cut into existing slabs at the interior face of the exterior walls, directly adjacent to the existing floor beams on column lines. At braced bays, the strongbacks will be effective for the full height of the walls, with a splice between 2nd and V floor levels. At the base of the strongback, they will be vertically and laterally anchored to the raft slab and/or inside face of the existing foundation wall. At unbraced bays, the strongbacks will be set and repositioned as required to bridge from a removed floor to remaining and new floor diaphragms above and below, respectively. 5.2.3 Horizontal Lateral Support Angle at Existing Floor Levels An angle will be placed along the full lengths of the walls to be retained, directly above each existing floor level, and anchored to the interior face of the walls with HILTI HIT-HY 270 or similar adhesive anchors. The angle will span horizontally between vertical strongbacks on column lines. This angle is anticipated to be fairly large at L203x203x19, in order to meet stiffness requirements for lateral masonry support in this condition when slabs are removed. Upon completion of each new floor slab, this angle and its anchorage to the wall will remain and be secured to the new floor slab. 5.2.4 Lateral Support at Column Splices As noted in the observations section above, column splices were found above the 2nd floor level, at roughly the mid -height of the overall column, and this is believed to be typical of all existing columns. These splices will become unbraced upon removal of the 2nd floor. It is necessary to ensure that lateral support remains in place at these splices, until the new 2nd floor structure is completed and may restrain the column or, if lateral support from the 2nd floor is not possible, until the existing column is no longer required. The lateral bracing will consist of a horizontal steel member, spanning between all column splices along the column line parallel to the wall, and ultimately supported by a braced bay in that column line. In the direction perpendicular to the wall, the splice will be braced by a member that spans from the splice to the steel strongback at the interior face of the wall. The bracing member will be sized in accordance with the strength and stiffness requirements in steel handbook's procedure for bracing assemblies, in accordance with CSA S16 clause 9.2.6.2. 5.2.5 Other Conditions, Miscellaneous Framing There are isolated conditions where the typical bracing pattern may not apply, or may conflict with vertical elements in the new construction, such as stair and elevator shafts. These details will be developed as the concept is pushed into further design and as comprehensive temporary framing drawings are produced. Further coordination with the overall building consultants will be required. We anticipate providing additional steel framing around these elements, or resizing of specific members to resist intermediate loads, should it not be possible to work around temporary framing, or where these new elements may not be relied upon to provide temporary lateral support. 5.3. Disconnecting Material to be Demolished/Removed 5.3.1 Terra Cotta Tile and Interior Finishes The terra cotta wall tiles and interior plaster finishes, along with recent steel studs and gypsum board, as well as original and more recent ceiling finishes will need to be removed John G. Cooke & Associates Ltd. Page 9 Page 241 of 348 10 Duke Steet West Existinq Facade Retention Structural Assessment Report Proiect No. 24012 from most areas in order to install members needed for the temporary stabilization of the walls to be retained. These components are not load bearing, and they may be removed without impact to the balance of the wall assemblies or structural systems that must remain temporarily. Care must still be taken to make sure removal is completed safely, and to not leave sections of terra cotta tile vertically unsupported. 5.3.2 Wall Cutting and Demolition The portions of the existing facades to remain must be separated from those portions that are to be demolished, prior to demolition. We propose to make this separation by way of saw -cutting, at an appropriate mortar joint line in the exterior wythe, in a position that will not leave partial bricks or stone fragments with less than a 1:1 aspect ratio of length to course height. The saw cut will penetrate the full depth of the masonry wall assembly. Upon completion of the cutting, it will be necessary to consolidate the wall ends, by raking out any loose mortar and filling these and any existing voids with new mortar. Additional anchorage will also be provided to secure the cut ends of any stone units to the backup brick. Finally, we recommend temporarily capping the wall ends with plywood and a membrane, to mitigate water infiltration and any resulting damage until these ends are permanently tied into the building's wall envelope. 5.3.3 Removal of Slabs and Beams The portions of floor slabs to be demolished must be separated from those portions that will remain temporarily as part of the bracing system. We propose that this be achieved by saw -cutting, in continuation of the line of cutting in the walls. As the existing floor slabs and beams are pocketed into the facades to be retained, we propose to cut these free at the appropriate times, by saw -cutting along the slab edge near to the wall, and by cutting the beams free from the walls. The remaining stubs of slabs and beams would remain in the walls. While the slabs are concrete and pose little concern, the beam ends do carry the potential for future corrosion, causing future corrosion jacking of the masonry to be preserved. However, we note that where exposed, the embedded beam end showed only minimal surface corrosion, we noted no significant evidence of corrosion jacking at present. Additionally, the effort and impact to the heritage fabric from attempting to remove these beam ends now would be similar to the effort required to complete this work in the future, if it ever becomes required. For these reasons, we propose to retain the beam stubs within the walls. John G. Cooke & Associates Ltd. Page 10 Page 242 of 348 10 Duke Steet West Structural Assessment Report Existing Fagade Retention Project No. 24012 6. DISCLAIMER & LIMITATIONS This report is based on and limited to information supplied to John G. Cooke & Associates Ltd. by VanMar Developments Inc. personnel and representatives, and by observations made during walk- through inspections of the subject property. Only those items that are capable of being observed and are reasonably obvious to John G. Cooke & Associates Ltd. or have been otherwise identified by other parties and detailed during this investigation can be reported. The work reflects the Consultant's best judgment in light of the information reviewed by them at the time of preparation. There is no warranty expressed or implied by John G. Cooke & Associates Ltd. that this investigation will uncover all potential deficiencies and risks of liabilities associated with the subject property. John G. Cooke & Associates Ltd. believes, however, that the level of detail carried out in this investigation is appropriate to meet the objectives as outlined in the request. We cannot guarantee the completeness or accuracy of information supplied by any third party. John G. Cooke & Associates Ltd. is not investigating or providing advice about pollutants, contaminants, or hazardous materials. This report has been produced for the sole use of VanMar Developments Inc. and cannot be reproduced or otherwise used by any third party unless approval is obtained from John G. Cooke & Associates Ltd. No portion of this report may be used as a separate entity; it is written to be read in its entirety. We trust this report covers the scope of work as outlined in our Terms of Reference. Should there be any questions regarding this report, or if we can be of any further assistance to you, please contact us. JOHN G. COOKE & ASSOCIATES LTD. Jonathan Dee, P. Eng., ing., CAHP Principal JD/id 24012/10 Duke - Structural Assessment Report John G. Cooke & Associates Ltd. Page 11 Page 243 of 348 10 Duke Steet West Existinq Facade Retention APPENDIX A Structural Assessment Report Proiect No. 24012 SKETCHES OF TYPICAL EXISTING KEY DETAILS John G. Cooke & Associates Ltd. Page 12 Page 244 of 348 SINGLE WYTHE RED CLAY BRICK STEEL BEAM =00A r n-r-rA SLAB — cJ,vl TyF. CRETE PING CONCRETE SLAB 35 Page 245 of 348 SINGLE WYTHE RED CLAY BRICK CONCRETE FOUNDATION WALL TCOMA (`CITTA 5LA3-AL Cot r, IVT DNCRETE DIPPING CONCRETE SLAB 2 1 ail I^ ter, 3/1'; Page 246 of 348 STEEL COL STEEL BEAM RIVET FASTENER CONNECTIONS SLS .= C0 w i'►, C01vrJ6 c -T f o,N - T,7,'P. CRETE PING CONCRETE SLAB STEEL BEAM f Z l 4+z I7n/dt'ev+ /�l;n�ri� Page 247 of 348 RIVET FASTENER CONNECTIONS SPLICE PLATE LOWER STEEL COLUMN NOTE: TERRA COTTA, PLASTER FINISH, ETC. NOT SHOWN FOR SIMPLICITY. UPPER STEEL N cj iy 5P -f C c { AL49 RIK PLATES RING PLATE CONCRETE TOPPING 2ND FLOOR CONCRETE SLAB zgoi7- fr-. kmvili t. 3/Z3 I Page 248 of 348 10 Duke Steet West Existinq Facade Retention APPENDIX B Structural Assessment Report Proiect No. 24012 RETENTION FRAME CONCEPT SKETCHES John G. Cooke & Associates Ltd. 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Ontario Existing Facade Retention Vibration Monitoring Plan Project No. 24012 Draft report issued December 15th, 2023 Final report issued December 15th, 2023 Report Prepared by: MOld 1EIDIDVU CONSULTING ENGINEERS Page 255 of 348 10 Duke Steet West Existinq Facade Retention 1. INTRODUCTION Vibration Monitoring Plan Proiect No. 24012 John G. Cooke & Associates Ltd. (JCAL) was retained by VanMar Developments Inc. (VanMar) to provide consulting structural engineering services as it relates to the retention of portions of the primary fagades of the existing building at 10 Duke Street West, in Kitchener, Ontario, for incorporation of these facades with a planned redevelopment on the site. The redevelopment will include the construction of a new tower that occupies much of the footprint of the existing building presently on the site. VanMar received conditional approval of their Site Plan Application - SP22/104/D/AP. The draft version of this approval, dated June 23, 2023 and provided to JCAL, included Heritage Planning Conditions which require [t]hat the Owner submits a Risk Management Plan, including a Vibration Monitoring Plan commenting on the means and methods that shall be used to minimize vibration to 10 Duke Street West during grading, construction, servicing or other site development works to the satisfaction of the Manager of Development Review and the City's Heritage Planner. This report is intended to satisfy the requirement for a Vibration Monitoring Plan. Further to other conditions in the Site Plan Application approval, JCAL has already completed an investigation of the subject site, including destructive exploratory openings, and prepared a Structural Assessment Report, dated December 4th, 2023. Design progress drawings for the new tower have been completed and reviewed by JCAL, to 75% progress at the time of this writing. A geotechnical report (File no. G21270, Chung & Vander Doelen Engineering Ltd.) has been prepared and also reviewed by JCAL. 2. TERMS OF REFERENCE The scope of work for John G. Cooke & Associates Ltd. is based on JCAL proposal P23208, dated September 18, 2023. 3. EXISTING CONDITIONS JCAL completed an investigation of existing conditions at the subject site. Observations made during that investigation are more comprehensively described in our Structural Assessment Report. A summary of the relevant facts are included in the discussion below. The existing building is constructed predominantly of one-way concrete slabs, supported by steel beams, which are supported by interior steel columns and, at the building perimeter, load-bearing multi-wythe brick masonry exterior walls. The exiting building is a 3 -storey building plus a full -height basement level. The existing exterior walls are in good condition where visible on the exterior, and where exposed during investigatory openings made at the interior. The walls consist of an exterior wythe of clay brick with two backup wythes of concrete brick at the interior. These are bonded together with regular header bricks. Mortar joints remain generally intact, except for localized areas. and openings at the interior revealed a well -constructed wall assembly with solid mortar present in the head and collar joints. Stone masonry is included at details such as bands, sills, and surrounding the main entrance. Localized repointing and other conservation work will be required as part of the preservation and retention of the relevant portions of the existing facades, including at stone details and throughout the masonry. No bulging, significantly displaced stones, or excessively deteriorated or unstable John G. Cooke & Associates Ltd. Page 1 Page 256 of 348 10 Duke Steet West Existinq Facade Retention Vibration Monitoring Plan Proiect No. 24012 masonry was noted that would cause us to consider this building to be especially vulnerable to vibrations. Masonry conservation work is not expected to be required in advance of construction. One caveat is at the parapet which extends above the roof level. The interior face of the parapet is fully covered with metal flashing. While it was not possible to assess the masonry at arms -length from the exterior, and mortar joints here do appear to be generally intact, there is some efflorescence at the exterior of the parapet. This is an indication of high moisture content and migration, suggesting a higher likelihood of deterioration of masonry within the core of the wall. There is nothing to suggest a deviation from the course of action proposed herein, but the condition of this parapet will be monitored and assessed further, as work is ongoing on this project. 4. PLANNED CONSTRUCTION As noted in the Introduction section, above, the project includes the planned retention of a portion of the primary facades of the existing building at 10 Duke St W, for integration with a new tower to be constructed on the site. The project's intent is to retain the existing facades by primarily making use of the steel frame of the existing load-bearing masonry and steel -framed building, supplemented by temporary bracing and supports as necessary, until the fagade may be secured to the new permanent structure (designed by other consultants), floor by floor, as construction progresses. The interior finishes in the building are typically applied to a terra cotta tile backup placed with an approximately 25 mm gap to the interior wythe of backup brick. As part of the work to stabilize the fagade and to integrate it with new wall assemblies, it is proposed to remove this terra cotta tile and all finishes. As such, impact to plaster or other finishes are not a consideration in determining the vibration susceptibility of the building. The new tower will be constructed with a raft foundation, the base of which will be set close to the basement level of the current building. The raft will occupy much of the height of the current lower level of the building, and, aside from elevator pits, the occupiable space of the building will generally extend from approximately grade level and above. The geotechnical report indicates that native soil on the site consists generally of fine granular deposits and silty clay till. It is clear that rock will not be encountered for the proposed depth of excavation. As a result of the foundation and soil conditions, excavation is anticipated to be relatively minimal. It is further understood, as communicated by VanMar, that the limited excavation that will be required will proceed using sloped excavations. Certainly, no blasting or hoe ramming of rock is anticipated to be required. Currently, there is a basement mechanical/boiler room within the existing building that extends further below grade than typical conditions, approximately an additional floor level below grade. This room is located against the North (rear) wall of the building and extends for approximately 10m in each direction (about 1'/ structural bays). The brick chimney which extends up beyond the roof is quite visible and is located at the northeast of this room. It will be necessary to fill and level the subgrade prior to construction of the raft slab, and the geotechnical report provides two potential options for infilling at this room, to bring it flush with the remaining basement. The first is to place lean mix concrete for the height required, and the second is to place heavily compacted granular fill. VanMar have indicated that they will place lean mix concrete to fill this void, which would not result in significant vibrations being induced, as the costs are quite comparable between the options. Overall, vibration from excavation is expected to be relatively minimal. General vibration from other construction is expected to stem from miscellaneous construction equipment and activities, such truck traffic adjacent to the facades retained in-situ, and no special circumstances are anticipated to apply. John G. Cooke & Associates Ltd. Page 2 Page 257 of 348 10 Duke Steet West Existinq Facade Retention 671 Vibration Monitoring Plan Proiect No. 24012 Localized vibration may be induced from demolition and construction activity near the masonry to be retained. The bracing and construction sequencing and the design of temporary lateral support for the existing masonry facades to remain in-situ are also being prepared by JCAL. Provisions for saw or torch cutting of masonry, concrete, and steel elements connecting to the masonry to be retained will be included. Specifically, • saw cuts will be introduced in masonry walls at the interface with masonry to be retained before demolition is to occur on portions that are not to be retained, • saw cuts will be introduced in the concrete slabs along the masonry walls to be retained, before those slabs are removed, • steel beams that are connected with elements to remain will be torch cut prior to removal, and • the use of chippers on elements that remain connected to the masonry to be retained will be limited to 12 Ib. electric models, unless a mock-up demonstrates that alternatives do not risk damaging masonry. VIBRATION LIMITS Vibration limits are not stipulated in the City's conditions, nor is there a municipal bylaw in effect to limit vibrations. The nearby City of Toronto has placed limits on construction vibrations, in their bylaw No. 514-2008, and those limits are indicated in Figure 1, below. Table 1,0 "Prohibited Construction Vibrations" Frequency Vibration Peak of Vibration Particle Velocity (hertz) (MM/Sec) Less than 4 8 4 to 10 15 More than 25 10 Fig 1: City of Toronto construction vibration limits The above -noted vibrations, while a good benchmark, are limits for any construction activity and are not necessarily applicable or appropriate to all projects. For historic buildings we typically recommend following the limits established in the DIN 4150-3 Standard, per line 3 of Table 1, included at Figure 2, below. The limits are • 3 mm/s for vibrations less than 10 Hz, • 3 to 8 mm/s for vibrations between 10 to 50 Hz, to be interpolated linearly, • 8 to 10 mm/s for vibrations between 50 to 100 Hz, to be interpolated linearly, and • 10 mm/s for vibrations above 100 Hz. We recommend proceeding with the limits indicated above in this case. These limits are quite low, and are intended to mitigate effects of vibration on historic buildings that might include deteriorated materials or sensitive finishes. The masonry facades to be retained on this building can be expected to be more resilient than many more delicate built historic structures. John G. Cooke & Associates Ltd. Page 3 Page 258 of 348 10 Duke Steet West Existinq Facade Retention Vibration Monitoring Plan Proiect No. 24012 Though we do not anticipate exceedances even of these values given the understood nature of the adjacent construction, these limits could be re-evaluated should these limits be found to have significant impact on construction. Table 1: Guideline values for vibration velocity to be used when evaluating the effects of short-term vibration on structures Fig 2: DIN 4150-3 guideline on vibration limits for various structure types 6. VIBRATION MONITORING AND MONITOR PLACEMENT We recommend that vibration monitoring be implemented with the placement of two tri -directional digital seismographs to be securely affixed to the fagade. See Figure 3. • The first monitor is to be affixed to the interior face of the concrete foundation wall below the fagade, just above the level of the raft slab, within the central third of the South (front) elevation wall. See red star in Fig 3. The second monitor is to be affixed to the interior face of the fagade, immediately above the first monitor, within 600 mm of the underside of the roof level. See blue star in Fig 3. Existing interior finishes and terra cotta tile are to be removed from the wall prior to installation, such that the monitors can be affixed to the underlying concrete or backup brick masonry. The monitors and associated reporting are to continue through the course of construction on the project, or until such time as major vibration inducing construction activities have been completed, there are no regular vibration exceedances, any potential for damage from vibration is not anticipated, and the Consultant advises that they may be removed. The vibration monitors are to be supplied and installed by a specialized firm that has experience providing such monitors for the duration of construction projects. John G. Cooke & Associates Ltd. Page 4 Page 259 of 348 Guideline values for velocity, r,, in mm/s Vibration at the foundation Vibration at Line Type of structure at a frequency of horizontal plane of highest floor 1 Hz to 10 Hz 10 Hz to 50 Hz 50 Hz to 100 Hz') at all frequencies 1 Buildings used for 20 20 to 40 40 to 50 40 commercial purposes, industrial buildings, and buildings of similar design 2 Dwellings and buildings 5 5 to 15 15 to 20 15 of similar design and/or occupancy 3 Structures that, because 3 3 to 8 8 to 10 a of their particular sensi- tivity to vibration, cannot be classified under lines i and 2 and are of great intrinsic value (e.g. listed buildings under preservation order) } At frequencies above 100 Hz, the values given in this column may be used as minimum values. Fig 2: DIN 4150-3 guideline on vibration limits for various structure types 6. VIBRATION MONITORING AND MONITOR PLACEMENT We recommend that vibration monitoring be implemented with the placement of two tri -directional digital seismographs to be securely affixed to the fagade. See Figure 3. • The first monitor is to be affixed to the interior face of the concrete foundation wall below the fagade, just above the level of the raft slab, within the central third of the South (front) elevation wall. See red star in Fig 3. The second monitor is to be affixed to the interior face of the fagade, immediately above the first monitor, within 600 mm of the underside of the roof level. See blue star in Fig 3. Existing interior finishes and terra cotta tile are to be removed from the wall prior to installation, such that the monitors can be affixed to the underlying concrete or backup brick masonry. The monitors and associated reporting are to continue through the course of construction on the project, or until such time as major vibration inducing construction activities have been completed, there are no regular vibration exceedances, any potential for damage from vibration is not anticipated, and the Consultant advises that they may be removed. The vibration monitors are to be supplied and installed by a specialized firm that has experience providing such monitors for the duration of construction projects. John G. Cooke & Associates Ltd. Page 4 Page 259 of 348 10 Duke Steet West Existinq Facade Retention Vibration Monitoring Plan Proiect No. 24012 ----— -.. Fig 3: Part South Elevation, indicating proposed locations of vibration monitors. 7. NOTIFICATION AND EXCEEDENCE PROCEDURE The vibration monitors must be connected for continual reporting of vibration events that result in exceedances of the vibration limits stipulated above. Exceedance events shall be reported by automated email to the Contractor, Owner, and appropriate Consultant(s). In the event of an exceedance the Consultant is to be contacted. If the exceedance is not the result of disturbing the vibration monitoring equipment or very localized activity around it (both of which are common causes of exceedances), and the Consultant considers the exceedance to be significant, the Consultant shall review on site for any damage that may have resulted from the exceedance. Future construction activity shall be modified to avoid further exceedances. In cases where this is not possible, and the exceedance was not observed to have had any impact to the structure, the Consultant may advise with respect to increased vibration limits. Note that this approach is intended to be generally consistent with the DIN 4150 standard, which states that "Exceeding the values in table 1 does not necessarily lead to damage; should they be significantly exceeded, however, further investigations are necessary." As noted above, it is our view that this building would likely tolerate vibration limits above those stipulated. 8. DISCLAIMER & LIMITATIONS This report is based on and limited to information supplied to John G. Cooke & Associates Ltd. by VanMar Developments Inc. personnel and representatives, and by observations made during walk- through inspections of the subject property. Only those items that are capable of being observed and are reasonably obvious to John G. Cooke & Associates Ltd. or have been otherwise identified by other parties and detailed during this investigation can be reported. The work reflects the Consultant's best judgment in light of the information reviewed by them at the time of preparation. There is no warranty expressed or implied by John G. Cooke & Associates Ltd. that this investigation will uncover all potential deficiencies and risks of liabilities associated with the subject property. John G. Cooke & Associates Ltd. believes, however, that the level of detail carried out in this investigation is appropriate to meet the objectives as outlined in the request. We cannot guarantee the completeness or accuracy of information supplied by any third party. John G. Cooke & Associates Ltd. Page 5 Page 260 of 348 10 Duke Steet West Existinq Facade Retention Vibration Monitoring Plan Proiect No. 24012 John G. Cooke & Associates Ltd. is not investigating or providing advice about pollutants, contaminants, or hazardous materials. This report has been produced for the sole use of VanMar Developments Inc. and cannot be reproduced or otherwise used by any third party unless approval is obtained from John G. Cooke & Associates Ltd. No portion of this report may be used as a separate entity; it is written to be read in its entirety. We trust this report covers the scope of work as outlined in our Terms of Reference. Should there be any questions regarding this report, or if we can be of any further assistance to you, please contact us. JOHN G. COOKE & ASSOCIATES LTD. if J. K. DEE 1001820�5 EC-1:rro?e ,fftZ o Jonathan Dee, P. Eng., ing., CAHP Principal JD/jd 24012/10 Duke —Vibration Monitoring Plan John G. Cooke & Associates Ltd. Page 6 Page 261 of 348 Appendices f. --------------- 1� 4a t rarr carr � � F Page 264 of 348 Page 265 of 348 SITE VISIT - JANUARY 2023, mCs 20220120 204210228 iOS 20220120 204322051 iOS 20220120 204420986 iOS 20220120 204456280 iOS 20220120 204726010 iOS 20220120 204727562 iOS 20220120 204728929 iOS 20220120 204736477 iOS 20220120 204740003 iOS 20220120 204744790 iOS � x 20220120 204754906 iOS 20220120 204800977 iOS 20220120 204814044 iOS 20220120 204820900 iOS 20220120 204822117 iOS '"Jill 20220120 205651705 iOS 20220120 205655761 JOS 2 0220120 205658389 iOS 20220120 205659944 iOS 20220120 205704149 iOS Olt 2 0220 120 205711351 iOS 20220120 205719102 iOS 20220120 205729294 iOS 20220120 205731229 JOS 20220120 205736733 JOS 20220120 205738559 iOS 20220120 205929790 iOS 20220120 205936794 iOS 20220120 2'10006562 iOS 20220120 210009202 iOS 11 L! 20220120 210011205 JOS 20220120 210013708 iOS 20220120 210014810 IOS 20220120 210016023 iOS 20220120 210018682 iOS Page 267 of 348 20220120 210021598 iOS 20220120 210023392 iOS 20220120 210055003 iOS 20220120 210057617 iOS 20220120 210103716 iOS Niels �■. 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Y U] • T � � ED wW' �o ds O M M M-. - - m dl' N cl —.— — --. _. --' ------------._ - co6 GO ' rc in v. m c - z O e z � N o 0 m Staff Report r NJ :R Development Services Department www.kitchener.ca REPORT TO: Heritage Kitchener DATE OF MEETING: April 2, 2024 SUBMITTED BY: Garett Stevenson, Director of Development and Housing Approvals, 519-741-2200 ext. 7070 PREPARED BY: Jessica Vieira, Heritage Planner, 519-741-2200 ext. 7291 WARD(S) INVOLVED: Ward 9 DATE OF REPORT: March 12, 2024 REPORT NO.: DSD -2024-138 SUBJECT: Notice of Intention to Designate 91 Madison Avenue South under Part IV of the Ontario Heritage Act RECOMMENDATION: That pursuant to Section 29 of the Ontario Heritage Act, the Clerk be directed to publish a Notice of Intention to Designate the property municipally addressed as 91 Madison Avenue South as being of cultural heritage value or interest. REPORT HIGHLIGHTS: • The purpose of this report is to request that Council direct the Clerk to publish a Notice of Intention to Designate the property municipally addressed as 91 Madison Avenue South under Part IV of the Ontario Heritage Act. • An updated Statement of Significance on the property's cultural heritage value was taken to the Heritage Kitchener Committee on January 9, 2023. On this meeting date, the Committee recommended that pursuant to Section 29 of the Ontario Heritage Act, the cultural heritage value or interest of 91 Madison Avenue South be recognized and designation pursued. • The key finding of this report is that the property municipally addressed as 91 Madison Avenue South meets the criteria for designation under Ontario Regulation 9/06 (amended by Ontario Regulation 569/22) and has been confirmed to be a significant cultural heritage resource. The property is recognized for its design/physical, historical/associative, and contextual value. • There are no financial implications with this recommendation. • Community engagement included informing residents by posting this report with the agenda in advance of the Heritage Kitchener committee meeting, providing written correspondence to the property owner, and consulting with Heritage Kitchener. In addition, should Council choose to give notice of its intention to designate, such notice will be served to the Owner and the Ontario Heritage Trust. • This report supports the delivery of core services. *** This information is available in accessible formats upon request. *** Please call 519-741-2345 or TTY 1-866-969-9994 for assistance. Page 286 of 348 BACKGROUND: 91 Madison Avenue South is a two storey early -20th century religious building constructed in the Colonial Revival architectural style with Byzantine and Moorish influences. The building is situated on a 0.43 acre parcel of land located on the east side of Madison Avenue South between Church Street and Courtland Avenue East. The principal resource that contributes to the heritage value is the religious building. I-1 117 1(Ki _ cy laa Ce@ar HetghtseJ h 133 LRC 1b ,11L h 417 145 lug 1 (' 1471P1 Itis. 7 75i lt. hi,ii•n T {: 155i yr11 V131 Icl I Wn .: 4 56 12 94 1 u] 05 <. I rN� ,vq_• I(14 II. IIS J., IIS �- Ifle 1t%i Ilii /iR.Ii3 Ylrc ��a[•ti111 PARI{ Ilf 1_'IS Figure 1: Location Map of Subject Property A full assessment of 91 Madison Avenue South has been completed and included a field evaluation and detailed archival research. The findings concluded that the subject property meets the criteria for designation. An updated Statement of Significance on the property's cultural heritage value was taken to the Heritage Kitchener Committee on January 9, 2024. On this meeting date, the Committee recommended that pursuant to Section 29 of the Ontario Heritage Act, the cultural heritage value or interest of 33 Eby Street South be recognized and designation pursued. This work was undertaken as part of the City of Kitchener Municipal Heritage Register (MHR) Review, initiated in February of 2023. The MHR Review is the City's response to amendments to the Ontario Heritage Act introduced in January of 2023 through Bill 23, the More Homes Built Faster Act. The City contacted owners of listed properties through an initial letter dated May 23, 2023, to inform them of this undertaking. Owners of properties recommended for designation were contacted via a second letter dated February 20th, 2024, and invited to contact the City's Heritage Planner with any comments, questions, or concerns. No response from the property owners was received by Heritage Planning Staff. Per standard procedure, should Council support the Notice of Intention to Designate, Owners will be contacted a third time through a Notice of Intention to Designate (NOID) Letter. An ad for the NOID will also be published in a newspaper. Once the letter is served and the ad posted, there will be a 30 -day appeal period in which Owners may object to the designation. Page 287 of 348 REPORT: Identifying and protecting cultural heritage resources within the City of Kitchener is an important part of planning for the future, and helping to guide change while conserving the buildings, structures, and landscapes that give the City of Kitchener its unique identity. The City plays a critical role in the conservation of cultural heritage resources. The designation of property under the Ontario Heritage Act is the main tool to provide long-term protection of cultural heritage resources for future generations. Designation recognizes the importance of a property to the local community; protects the property's cultural heritage value; encourages good stewardship and conservation; and promotes knowledge and understanding about the property. Designation not only publicly recognizes and promotes awareness, but it also provides a process for ensuring that changes to a property are appropriately managed and that these changes respect the property's cultural heritage value and interest. Figure 2: Front Fagade of Subject Property 91 Madison Avenue South is recognized for its design/physical, historical/associative, and contextual values. It satisfies six (6) of the nine criteria for designation under Ontario Regulation 9/06 (amended by Ontario Regulation 569/22). A summary of the criteria that is met or not met is provided in the table below. Page 288 of 348 Design / Physical Value The design value relates to the architecture of the religious building. The building is a unique example of the Byzantine and Colonial Revival architectural style in Kitchener and is in excellent condition. The building features: rectangular plan; flat roof with shaped parapet and concrete coping; multi -colour brick; pilasters; semi -circular features including decorative brick work and windows; semi -circular multi -pane hung windows with brick or concrete headers and concrete sills; square windows with concrete sills; concrete cornice; decorative brick and concrete details; double 8 -panel door with semi -circular transom; double eight -panel doors; and concrete foundation. Front Fagade The front fagade of the building is symmetrical in its design and massing. It can be divided into three sections; the northern -most and southern -most sections are each delineated by two pilasters that extend from the raised concrete foundation and beyond the roofline, capped with concrete detailing, The two sections also each contain a third pilaster in the centre above a ground -level door set into the raised concrete foundation. The central pilaster extends approximately three-quarters of the way up the fagade and is decorated with further concrete detailing. Page 289 of 348 Criteria Criteria Met (Yes/No) 1. The property has design value or physical value because it is a Yes rare, unique, representative or early example of a style, type, material, or construction method. 2. The property has design value or physical value because it No displays a high degree of craftsmanship or artistic merit. 3. The property has design or physical value because it No demonstrates a high degree of technical or scientific achievement. 4. The property has historical value or associative value because it Yes has direct associations with a theme, event, belief, person, activity, organization or institution that is significant to a community. 5. The property has historical or associative value because it Yes yields, or has the potential to yield, information that contributes to an understanding of a community or culture. 6. The property has historical value or associative value because it No demonstrates or reflects the work or ideas of an architect, artist, builder, designer or theorist who is significant to a community. 7. The property has contextual value because it is important in Yes defining, maintaining or supporting the character of an area. 8. The property has contextual value because it is physically, Yes functionally, visually, or historically linked to its surroundings. 9. The property has contextual value because it is a landmark. Yes Design / Physical Value The design value relates to the architecture of the religious building. The building is a unique example of the Byzantine and Colonial Revival architectural style in Kitchener and is in excellent condition. The building features: rectangular plan; flat roof with shaped parapet and concrete coping; multi -colour brick; pilasters; semi -circular features including decorative brick work and windows; semi -circular multi -pane hung windows with brick or concrete headers and concrete sills; square windows with concrete sills; concrete cornice; decorative brick and concrete details; double 8 -panel door with semi -circular transom; double eight -panel doors; and concrete foundation. Front Fagade The front fagade of the building is symmetrical in its design and massing. It can be divided into three sections; the northern -most and southern -most sections are each delineated by two pilasters that extend from the raised concrete foundation and beyond the roofline, capped with concrete detailing, The two sections also each contain a third pilaster in the centre above a ground -level door set into the raised concrete foundation. The central pilaster extends approximately three-quarters of the way up the fagade and is decorated with further concrete detailing. Page 289 of 348 The central section contains a set of concrete stairs that lead up to double eight -panel wood doors topped with a semi -circular transom window with stained glass panes and a voussoir. The doors are framed by a semi -circular multi -pane window on each side with decorative concrete headers and sills. The second storey is comprised of two rectangular multi -paned windows with concrete headers and sills and ancentral arched concrete section that contains the symbol of the church. Side Fagades The north and south side fagades possess five pilasters that divide the wall into five bays. The first western -most bay contains four; one square, two semi -arched, and one rectangular. The other four bays contain three windows, one rectangular and two long and semi -arched. The south fagade has more of the raised concrete foundation exposed due to the slope of the land, and eight rectangular multi -paned windows are set into it. Modifications The Star of David on the front has been replaced by the logo of the Crkva Bo2je Church of God. Historical /Associative Value The historic and associative values due the original owners and use, as well as its connection to the theme of early Jewish settlement. The property is also capable of yielding an understanding how diversification of religion progressed within the community. Early Jewish settlement in Berlin involved minimal organized religion. By 1907, ten families had joined to form an Orthodox synagogue, with sermons being hosted in the home of one of the members. In the 1920s, a second wave of European immigrants swelled the Jewish population from 298 in 1921 to 411 ten years later, and a number of them settled in the Cedar Hill neighbourhood. The property for Kitchener's first synagogue, the Beth Jacob Synagogue, was purchased from Jacob Cohen on Albert Street (now Madison Avenue) in 1923. Part of the reason Kitchener was a draw was a commonality in language; many of them spoke Yiddish, which was close to the German used by many of the City's other residents at that time. The synagogue opened in 1924 under the guidance of Rabbi Levine and 61 founding members, whose names were inscribed on a plaque inside the building. The names of the four founders originally on stones along the front of the building (Jack Davis, Wolfe Feldman, Samuel Florence and Max Migdal) have since been removed, and replaced by similar blank stones. The building is classic Jewish sanctuary architecture, with the bimah, or the alter on which the Torah is read, in the centre. There is also a space for a Talmud Torah, or school for learning Hebrew, the scriptures, and the Talmud. The building is adorned with beautifully carved wood and stained-glass windows. When a new synagogue was built, the building was sold in 1963 to the Zion Mennonite Brethren Church. Since 1963, the building has been occupied by various religious groups, including: Zion Mennonite Brethren Church; Our Lady of the Immaculate Conception Roman Catholic Church; Romanian Church of God; Grace Presbyterian Fellowship. In 2023, it is the home of the Crkva Bo2je, International Church of God. Page 290 of 348 Contextual Values The contextual values relate to the contribution that the religious building makes to the continuity and character of the Madison Avenue South streetscape and the Cedar Hill Neighbourhood Cultural Heritage Landscape (CHL). The Cedar Hill Neighbourood CHL is home to a mix of residential and institutional uses and is characterized by the elevated topography, narrow street widths, and dramatically long views. The building is also physically, visually, historically, and functionally linked to its surroundings as it remains in- situ and, though the congregation has changed, maintains its original use as a place of worship. With its distinctive architectural style and its location near the peak of one of the neighbourhoods distinctive rolling hills, 91 Madison Avenue South could also be classified as a neighbourhood landmark. Heritage Attributes The heritage value of 91 Madison Avenue South resides in the following heritage attributes: Exterior attributes related to the Byzantine and Colonial Revival architectural style of the building including: o rectangular plan; o flat roof with shaped parapet, concrete coping and cornice; o multi -colour brick; o four concrete blocks on front of church; o doors and multi -paned hung windows on basement level, fixed windows of glass blocks beneath stairway; o brick pilasters with concrete coping; o false buttresses with concrete coping on sides; o square windows above arched windows on sides; o semi -circular features including decorative brick work and windows; o windows and window openings, including: ■ semi -circular multi -pane hung windows with brick or concrete headers and concrete sills; ■ square windows with concrete sills; ■ circular windows with the six pointed Star of David in stained glass. o concrete cornice; o decorative brick and concrete details; o doors and door openings, including double 8 -panel door with semi -circular transom; and o concrete foundation. Elements that relate to the buildings contextual value and its contribution to the Cedar Hill Neighbourhood Cultural Heritage Landscape, including: o Original location of the church at the top of the hill; and o Orientation of the building toward Madison Avenue Page 291 of 348 STRATEGIC PLAN ALIGNMENT: This report supports the delivery of core services. FINANCIAL IMPLICATIONS: Capital Budget — The recommendation has no impact on the Capital Budget. Operating Budget — The recommendation has no impact on the Operating Budget. COMMUNITY ENGAGEMENT: INFORM — This report has been posted to the City's website with the agenda in advance of the Heritage Kitchener committee meeting. CONSULT— Heritage Planning staff have consulted with the Heritage Kitchener committee regarding designation under the Ontario Heritage Act. Property owners were invited to consult via two separate letters dated May 23, 2023 and January 16, 2024. Section 29(2) of the Ontario Heritage Act requires Council to consult with the Municipal Heritage Committee (Heritage Kitchener) before giving notice of its intention to designate a property. Heritage Kitchener will be consulted via circulation and consideration of this report (see INFORM above). Members of the community will be informed via circulation of this report to Heritage Kitchener and via formal consideration by Council. In addition, should Council choose to give notice of its intention to designate, such notice will be served on the property owner and the Ontario Heritage Trust, and published in the local newspaper (The Record). Once notice has been served, the owner has the right of appeal to the Ontario Land Tribunal. It should be noted that should Council decide not to proceed with a Notice of Intention to Designate, that the building will remain on the City's Municipal Heritage Register until January 1, 2025, after which it will be removed according to the changes enacted by Bill 23. Once removed, it cannot re -listed on the Register again for five (5) years, i.e. January 1, 2030. PREVIOUS REPORTS/AUTHORITIES: Ontario Heritage Act, 2022 Municipal Heritage Register Review Project — January 2024 Update (DSD -2024- 022) APPROVED BY: Justin Readman, General Manager, Development Services Department ATTACHMENTS: Attachment A — Statement of Significance for 91 Madison Avenue South Page 292 of 348 STATEMENT OF SIGNIFICANCE 91 MADISON AVENUE SOUTH 12 5 I -i 5 d1747 W 117 1 C 146 . hG 78 Cd. HollVhtse(i �! 11:3 RC p 111 h 157 5 fi r '86 77 3'1 gg�� 1IIS i� 65 1:,1 aw 71 T 111: J/y\ ! 147 '1 51 P 114111 Q� rK / 155 P IIA �iF 118 1_. ' Ill IUI ' 1111 112 115 115 Illy Ilf I.. IJa I 1 114 11 -i 11 1 - 11ti 130 - r' . J WOODSIDE PARK - f:1I.1.i1-1.� '1h❑ n Summary of Significance ®Design/Physical Value ®Historical Value ®Contextual Value ®Social Value ❑Economic Value ❑Environmental Value Municipal Address: 91 Madison Avenue South Legal Description: Plan 390 Part Lot 6 & 7 58R-10159 Part 2, 3 & 4 Year Built: 1924/25 Architectural Styles: Byzantine and Colonial Revival Original Owner: Beth Jacob Synagogue Original Use: Synagogue Condition: Excellent Description of Cultural Heritage Resource /21 F.IN,EAjT C 4 ` s�s II �i r }r11 15i 91 Madison Avenue South is a two storey early -20th century religious building constructed in the Colonial Revival architectural style with Byzantine and Moorish influences. The building is situated on a 0.43 acre parcel of land located on the east side of Madison Avenue South between Church Street and Courtland Avenue East. The principal resource that contributes to the heritage value is the religious building. Page 293 of 348 Heritage Value 91 Madison Avenue South is recognized for its design/physical, historic/associative, and contextual values. Desipn/Physical Value The design value relates to the architecture of the religious building. The building is a unique example of the Byzantine and Colonial Revival architectural style in Kitchener and is in excellent condition. The building features: rectangular plan; flat roof with shaped parapet and concrete coping; multi -colour brick; pilasters; semi -circular features including decorative brick work and windows; semi -circular multi -pane hung windows with brick or concrete headers and concrete sills; square windows with concrete sills; concrete cornice; decorative brick and concrete details; double 8 -panel door with semi- circular transom; double eight -panel doors; and concrete foundation. Front Fagade The front fagade of the building is symmetrical in its design and massing. It can be divided into three sections; the northern -most and southern -most sections are each delineated by two pilasters that extend from the raised concrete foundation and beyond the roofline, capped with concrete detailing, The two sections also each contain a third pilaster in the centre above a ground -level door set into the raised concrete foundation. The central pilaster extends approximately three-quarters of the way up the fagade and is decorated with further concrete detailing. The central section contains a set of concrete stairs that lead up to double eight -panel wood doors topped with a semi -circular transom window with stained glass panes and a voussoir. The doors are framed by a semi -circular multi -pane window on each side with decorative concrete headers and sills. The second storey is comprised of two rectangular multi -paned windows with concrete headers and sills and ancentral arched concrete section that contains the symbol of the church. Side Fagades The north and south side fagades possess five pilasters that divide the wall into five bays. The first western -most bay contains four; one square, two semi -arched, and one rectangular. The other four bays contain three windows, one rectangular and two long and semi -arched. The south fagade has more of the raised concrete foundation exposed due to the slope of the land, and eight rectangular multi -paned windows are set into it. Modifications The Star of David on the front has been replaced by the logo of the Crkva Bo2je Church of God. Historical/Associative Value The historic and associative values due the original owners and use, as well as its connection to the theme of early Jewish settlement. The property is also capable of yielding an understanding how diversification of religion progressed within the community. Page 294 of 348 Early Jewish settlement in Berlin involved minimal organized religion. By 1907, ten families had joined to form an Orthodox synagogue, with sermons being hosted in the home of one of the members. In the 1920s, a second wave of European immigrants swelled the Jewish population from 298 in 1921 to 411 ten years later, and a number of them settled in the Cedar Hill neighbourhood. The property for Kitchener's first synagogue, the Beth Jacob Synagogue, was purchased from Jacob Cohen on Albert Street (now Madison Avenue) in 1923. Part of the reason Kitchener was a draw was a commonality in language; many of them spoke Yiddish, which was close to the German used by many of the City's other residents at that time. The synagogue opened in 1924 under the guidance of Rabbi Levine and 61 founding members, whose names were inscribed on a plaque inside the building. The names of the four founders originally on stones along the front of the building (Jack Davis, Wolfe Feldman, Samuel Florence and Max Migdal) have since been removed, and replaced by similar blank stones. The building is classic Jewish sanctuary architecture, with the bimah, or the alter on which the Torah is read, in the centre. There is also a space for a Talmud Torah, or school for learning Hebrew, the scriptures, and the Talmud. The building is adorned with beautifully carved wood and stained-glass windows. When a new synagogue was built, the building was sold in 1963 to the Zion Mennonite Brethren Church. Since 1963, the building has been occupied by various religious groups, including: Zion Mennonite Brethren Church; Our Lady of the Immaculate Conception Roman Catholic Church; Romanian Church of God; Grace Presbyterian Fellowship. In 2023, it is the home of the Crkva Bo2je, International Church of God. Contextual Value The contextual values relate to the contribution that the religious building makes to the continuity and character of the Madison Avenue South streetscape and the Cedar Hill Neighbourhood Cultural Heritage Landscape (CHL). The Cedar Hill Neighbourood CHL is home to a mix of residential and institutional uses and is characterized by the elevated topography, narrow street widths, and dramatically long views. The building is also physically, visually, historically, and functionally linked to its surroundings as it remains in-situ and, though the congregation has changed, maintains its original use as a place of worship. With its distinctive architectural style and its location near the peak of one of the neighbourhoods distinctive rolling hills, 91 Madison Avenue South could also be classified as a neighbourhood landmark. Heritage Attributes The heritage value of 91 Madison Avenue South resides in the following heritage attributes: Exterior attributes related to the Byzantine and Colonial Revival architectural style of the building including: o rectangular plan; o flat roof with shaped parapet, concrete coping and cornice; o multi -colour brick; o four concrete blocks on front of church; o doors and multi -paned hung windows on basement level, fixed windows of glass blocks beneath stairway; o brick pilasters with concrete coping; o false buttresses with concrete coping on sides; Page 295 of 348 o square windows above arched windows on sides; o semi -circular features including decorative brickwork and windows; o windows and window openings, including: ■ semi -circular multi -pane hung windows with brick or concrete headers and concrete sills; ■ square windows with concrete sills; ■ circular windows with the six pointed Star of David in stained glass. o concrete cornice; o decorative brick and concrete details; o doors and door openings, including double 8 -panel door with semi -circular transom; and o concrete foundation. • Elements that relate to the buildings contextual value and its contribution to the Cedar Hill Neighbourhood Cultural Heritage Landscape, including: o Original location of the church at the top of the hill; and o Orientation of the building toward Madison Avenue References D'Amato, Luisa (2020) "A silver samovar, passed from one family to another, tells a story" Waterloo Region Record, June 22. https://www.therecord.com/news/waterloo-region/a-silver-samovar-passed- from-one-family-to-another-tells-a-story/article e167b727-8782-5eb0-829b-6530705be873.html. Accessed December 5, 2023. Jacobs, Joseph and A. W. Brunner "Synagogue Architecture." Jewish Encyclopedia. Accessed November 26, 2023. Ontario Jewish Archives. (2009a) "Religious Life in Kitchener: The First Minyan and Synagogue." http://www.ontariomewisharchives.org/exhibits/osoc/communities/kitchener- waterloo/religiouslife/index.html Accessed November 24, 2023. Ontario Jewish Archives. (2009b) "Early Community History: Kitchener." https://ontariomewisharchives.org/exhibits/osoc/communities/kitchener- waterloo/earlycommunity/population.html Accessed December 5, 2023. Ontario Jewish Archives. (2009c) "Religious Life in Kitchener: The 1960s." https://ontariomewisharchives.org/exhibits/osoc/communities/kitchener- waterloo/religiouslife/media/avraham-rosen-steps 334.ipg Accessed December 1, 2023. Page 296 of 348 son 1!I■ ■i Hai e L IRne n■ Nis 111119 M1 {{n n►a Y{►{ t►n Kill ���� {{{{ {{{{ n►► UM ,►►► {{s{ t{{{ i{{► m► m logo l{{► S{{{ N► ►►► 111 1fi1 IVU {{�i 1lr{ W►{ ►►► fti r� Side Elevation Page 297 of 348 Stained Glass Windows Page 298 of 348 CULTURAL HERITAGE EVALUATION FORM 91 Madison Avenue South Address: Synagogue and Church Description: 1924-25 Byzantine and Colonial Revival Photographs Attached: .der: ❑X Front Facade ❑ Left Fagade ❑X Right Fagade ❑ Rear Facade Gail Pool December 5, 2023 ❑X Details ❑ Setting 1. This property has design value or N/A ❑ Unknown ❑ No ❑ N/A ❑ Unknown ❑ No ❑ physical value Yes Nx Yes because it is a rare, unique, representative or early example of a style, type, expression, material or construction method. 2. The property has design value or N/A ❑ Unknown ❑ No ❑ N/A ❑ Unknown ❑ No ❑ physical value Yes Nx Yes because it displays a high degree of craftsmanship or artistic merit. 3. The property has design value or N/A ❑ Unknown ❑ No ® N/A ❑ Unknown ❑ No physical value Yes ❑ Yes ❑ because it demonstrates a high degree of technical or scientific achievement. * e.g., constructed with a unique Page 299 of 348 material combination or use, incorporates challenging geometric designs etc. 4. The property has historical value or N/A ❑ Unknown ❑ No ❑ N/A ❑ Unknown ❑ No ❑ associative value Yes ❑x Yes because it has direct associations with a theme, event, belief, person, activity, organization or institution that is significant to a community. * Additional archival work may be required. 5. The property has historical o r N/A ❑ Unknown ❑ No ❑ N/A ❑ Unknown ❑ No ❑ associative value Yes ❑x Yes because it yields, or has the potential to yield, information that contributes to an understanding of a community or culture. * E.g - commercial building may provide an understanding of how the economic development of the City occured. Additional archival work may be required. 6. The property has historical value or N/A ❑ Unknown ❑ No ❑x N/A ❑ Unknown ❑ No associative value Yes ❑ Yes ❑ because it Page 300 of 348 demonstrates or reflects the work or ideas of an architect, artist, builder, designer or theorist who is significant to a community. * Additional archival work may be required. 7. The property has contextual value N/A ❑ Unknown ❑ No ❑ N/A ❑ Unknown ❑ No ❑ because it is Yes ® Yes important in defining, maintaining or supporting the character of an area. * E.g. - It helps to define an entrance point to a neighbourhood or helps establish the (historic) rural character of an area. 8. The property has contextual value N/A ❑ Unknown ❑ No ❑ N/A ❑ Unknown ❑ No ❑ because it is Yes ® Yes physically, functionally, visually or historically linked to its surroundings. * Additional archival work may be required. 9. The property has contextual value N/A ❑ Unknown ❑ No ❑ N/A ❑ Unknown ❑ No ❑ because it is a Yes ® Yes landmark. *within the region, city or neighborhood. Page 301 of 348 Notes Additional Criteria Recorder Heritage Kitchener Committee Interior: Is the interior arrangement, finish, craftsmanship N/A ❑X Unknown ❑ No ❑ N/A ❑X Unknown ❑ No ❑ Yes ❑ and/or detail noteworthy? Yes ❑ Completeness: Does this structure have other original outbuildings, N/A ❑ Unknown ❑ No ❑X N/A ❑ Unknown ❑ No ❑X Yes ❑ notable landscaping or external Yes ❑ features that complete the site? Site Integrity: Does the structure occupy its original site? N/A ❑ Unknown ❑ No ❑ N/A ❑ Unknown ❑ No ❑ Yes Yes ❑X * If relocated, is it relocated on its original site, moved from another site, etc. Alterations: Does this building retain most of its original N/A ❑ Unknown ❑ No ❑ N/A ❑ Unknown ❑ No ❑ Yes materials and design features? Yes Please refer to the list of heritage attributes within the Statement of Significance and indicate which elements are still existing and which ones have been removed. Alterations: Are there additional elements or features that should be N/A ❑ Unknown ❑ No ❑X N/A ❑ Unknown ❑ No ❑X Yes ❑ added to the heritage attribute list? Yes ❑ Condition: Is the building in good condition? N/A ❑ Unknown ❑ No ❑ N/A ❑ Unknown ❑ No ❑ Yes ❑X Yes ❑X *E.g. - Could be a good candidate for adaptive re -use if possible and contribute towards equity -building and climate change action. Indigenous History: Could this site be of importance to N/A ❑X Unknown ❑ No ❑ Yes N/A ❑ Unknown ❑ No ❑ Yes ❑ Indigenous heritage and history? ❑ ❑X Additional Research Required El Additional Research Required *E.g. -Site within 300m of water sources, near distinct topographical land, or near cemeteries might have archaeological potential and indigenous heritage potential. Could there be any urban Indigenous history associated with N/A ❑ Unknown ❑ No ❑ Yes ❑ the property? N/A ❑X Unknown ❑ No ❑ Yes ❑ Additional Research Required Page 302 of 348 * Additional archival work may be required. ❑ Additional Research Required Function: What is the present Unknown ❑ Residential ❑ Unknown ❑ Residential ❑ Commercia function of the subject property? Commercial ❑ 1 ❑ Office El Other © Office El Other © Institutional— * Other may include vacant, social, place of worship institutional, etc. and important for institutional, Church the community from an equity building perspective. Diversity and Inclusion: Does N/A ❑ Unknown ❑ No ❑X Yes N/A ❑ Unknown ❑ No ❑ Yes ❑X the subject property contribute to ❑ ❑ Additional Research Required the cultural heritage of a ❑ Additional Research Required community of people? Does the subject property have N/A ❑ Unknown ❑ No ❑ Yes ❑X intangible value to a specific N/A ❑ Unknown ❑ No ❑X Yes ❑ Additional Research Required community of people? 71 * E.g.- Waterloo Masjid (Muslim ❑ Additional Research Required Society of Waterloo & Wellington Counties) was the first established Islamic Center and Masjid in the Region and contributes to the history of the Muslim community in the area. Notes about Additional Criteria Examined Recommendation Does this property meet the definition of a significant built heritage resource, and should it be designated under Part IV of the Ontario Heritage Act? (Does it meet two or more of the designation criteria?) N/A ❑ Unknown ❑ No ❑ Yes ❑X If not, please select the appropriate action for follow-up ❑ Keep on the Municipal Heritage Register ❑ Remove from the Municipal Heritage Register ❑ Additional Research Required Other: General / Additional Notes TO BE FILLED BY HERITAGE PLANNING STAFF: Date of Property Owner Notification Notes Page 303 of 348 Staff Report r NJ :R Development Services Department www.kitchener.ca REPORT TO: Heritage Kitchener DATE OF MEETING: April 2, 2024 SUBMITTED BY: Garett Stevenson, Director of Development and Housing Approvals, 519-741-2200 ext. 7070. PREPARED BY: Deeksha Choudhry, Heritage Planner, 519-741-2200 ext. 7602. DATE OF REPORT: March 8, 2024 REPORT NO.: DSD -2024-131 SUBJECT: Municipal Heritage Register Review April 2024 Update RECOMMENDATION: The pursuant to Section 29 of the Ontario Heritage Act, the cultural heritage value or interest be recognized, and designation be pursued for the following properties: • 56 Duke Street West • 156 Duke Street West • 7 Fischer Court • 11-15 Pandora Avenue North REPORT HIGHLIGHTS: • The purpose of this report is to recommend pursuing designation under Part IV of the Ontario Heritage Act for four properties that are currently listed as non -designated properties of cultural heritage value or interest on the Municipal Heritage Register. • The key finding of this report is that the properties possess design/physical, historical/associative, and contextual value and meet the criteria for designation under Ontario Regulation 9/06 (amended through Ontario Regulation 569/22). • There are no financial implications. • Community engagement included consultation with the Heritage Kitchener Committee. • This report supports the delivery of core services. BACKGROUND: On January 1St, 2023 amendments to the Ontario Heritage Act (OHA) came into effect through Bill 23, the More Homes Build Faster Act. One of the primary changes introduced was the imposition of a new timeline which requires "listed" properties on the Municipal Heritage Register to be evaluated to determine if they meet the criteria for heritage designation before January 1St, 2025. Listed properties are properties that have not been designated, but that the municipal Council believes to be of cultural heritage value or interest. The criterion for designation is established by the Provincial Government (Ontario Regulation 9/06, which has now been amended through Ontario Regulation 569/22) and a minimum of two must be met for a property to be eligible for designation. *** This information is available in accessible formats upon request. *** Please call 519-741-2345 or TTY 1-866-969-9994 for assistance. Page 304 of 348 A work plan to address these changes has been developed by Heritage Planning Staff with consultation from the Heritage Kitchener Committee on February 7t", 2023. Implementation of the work plan has now commenced. This report contains a summary of the findings for the properties recently reviewed, and recommendations for next steps. Progress on Work Plan Implementation As part of the work plan proposed in February 2023, Heritage Planning Staff committed to the review of 80 properties listed on the Municipal Heritage Register prior to January 1, 2025. As of the date of this report, a review has been complete for 51 properties. 22 properties have fully undergone the designation process. 14 properties are currently undergoing the designation process and are at various stages of completion. 15 properties have been reviewed and determined that no action should be taken at this time. REPORT: Ontario Regulation 569/22 (Amended from Ontario Regulation 9/06) Among the changes that were implemented through Bill 23, the Ontario Regulation 9/06 — which is a regulation used to determine the cultural heritage value or interest of a property, was amended through Ontario Regulation 569/22 (O. Reg. 569/22). Where the original regulation had three main categories — design/physical, historical/associative and contextual - with three (3) sub -categories for determining cultural heritage value, the amended regulation now lists all nine (9) criteria independently. The new regulation has been amended to the following: 1. The property has design value or physical value because it is a rare, unique, representative or early example of a style, type, expression, material or construction method. 2. The property has design value or physical value because it displays a high degree of craftsmanship or artistic merit. 3. The property has design value or physical value because it demonstrates a high degree of technical or scientific achievement. 4. The property has historical value or associative value because it has direct associations with a theme, event, belief, person, activity, organization or institution that is significant to a community. 5. The property has historical or associative value because it yields, or has the potential to yield, information that contributes to an understanding of a community or culture. 6. The property has historical value or associative value because it demonstrates or reflects the work or ideas of an architect, artist, builder, designer or theorist who is significant to a community. 7. The property has contextual value because it is important in defining, maintaining or supporting the character of an area. 8. The property has contextual value because it is physically, functionally, visually or historically linked to its surroundings. 9. The property has contextual value because it is a landmark. Also, among the changes brought about by Bill 23 are how properties can now be listed or designated under Part IV of the Ontario Heritage Act. They include: Page 305 of 348 • Properties would warrant being listed on the City's Municipal Heritage Register if they met one or more criteria of O. Reg 9/06 (amended through O. Reg. 569/22). • Properties could be designated under Part IV of the Ontario Heritage Act if they meet two or more criteria of O. Reg 9/06 (amended through O. Reg. 569/22). The following four properties were reviewed and meet the following criteria: 56 Duke Street West The subject property municipally addressed as 56 Duke Street West meets four (4) of the nine (9) criteria of O. Reg. 9/06 (amended through O. Reg. 569/22): • The property has design value or physical value because it is a rare, unique, representative or early example of a style, type, expression, material or construction method. • The property has historical value or associative value because it has direct associations with a theme, event, belief, person, activity, organization or institution that is significant to a community. • The property has contextual value because it is important in defining, maintaining or supporting the character of an area. • The property has contextual value because it is physically, functionally, visually or historically linked to its surroundings. 156 Duke Street West The subject property municipally addressed as 156 Duke Street West meets five (5) of the nine (9) criteria of O. Reg. 9/06 (amended through O. Reg. 569/22): • The property has design value or physical value because it is a rare, unique, representative or early example of a style, type, expression, material or construction method. • The property has historical value or associative value because it has direct associations with a theme, event, belief, person, activity, organization or institution that is significant to a community. • The property has historical or associative value because it yields, or has the potential to yield, information that contributes to an understanding of a community or culture. • The property has contextual value because it is important in defining, maintaining or supporting the character of an area. • The property has contextual value because it is physically, functionally, visually or historically linked to its surroundings. 7 Fischer Court The subject property municipally addressed as 7 Fischer Court meets three (3) of the nine (9) criteria of O. Reg. 9/06 (amended through O. Reg. 569/22): • The property has design value or physical value because it is a rare, unique, representative or early example of a style, type, expression, material or construction method. • The property has design value or physical value because it displays a high degree of craftsmanship or artistic merit. Page 306 of 348 • The property has historical value or associative value because it has direct associations with a theme, event, belief, person, activity, organization or institution that is significant to a community 11-15 Pandora Avenue North The subject property municipally addressed 11-15 Pandora Avenue North meets three (3) of the nine (9) criteria of O. Reg. 9/06 (amended through O. Reg. 569/22): • The property has design value or physical value because it is a rare, unique, representative or early example of a style, type, expression, material or construction method. • The property has design value or physical value because it displays a high degree of craftsmanship or artistic merit. • The property has historical value or associative value because it has direct associations with a theme, event, belief, person, activity, organization or institution that is significant to a community. Heritage Kitchener Committee Options Option 1 — Pursuing Designation for this property Should Heritage Kitchener committee vote to start pursuing designation for this property, staff will then contact the respective property owner to inform them and to start working with them towards designation. Staff will then bring a Notice of Intention to Designate back to the Committee to initiate the designation process. Should a property owner object to their property being designated, they can submit an appeal to the Ontario Land Tribunal (OLT) to rule on the decision. If the OLT determines that the property should not be designated but remain listed, it will be removed from the Municipal Heritage Register on January 1, 2025. Option 2 — Deferring the Designation Process Should Heritage Kitchener vote to defer the designation process for this property, it will remain listed on the City's Municipal Heritage Register until January 1, 2025, after which it will have to be removed. The process of designating this property can be started at any time until January 1, 2025. Option 3 — Not Pursuing Designation for this property Should Heritage Kitchener vote not to pursue the designation of this property, it will remain listed on the City's Municipal Heritage Register until January 1, 2025, after which it will be removed. Once removed, these properties will not be able to be re -listed for the next five (5) years i.e. — January 1, 2030. It should be noted that, per the endorsed work plan, staff are currently undertaking evaluations for high priority properties that are in located in areas of the City that are experiencing significant redevelopment. Page 307 of 348 STRATEGIC PLAN ALIGNMENT: This report supports the delivery of core services. FINANCIAL IMPLICATIONS: Capital Budget — The recommendation has no impact on the Capital Budget. Operating Budget — The recommendation has no impact on the Operating Budget. COMMUNITY ENGAGEMENT: INFORM — This report has been posted to the City's website with the agenda in advance of the council / committee meeting. CONSULT AND COLLABORATE — The Municipal Heritage Committee (Heritage Kitchener) have been consulted at previous meetings regarding the proposed strategy to review the Municipal Heritage Register of Non -designated Properties and participated in the assessment of the properties subject to this report. PREVIOUS REPORTS/AUTHORITIES: • Heritage Kitchener Committee Work Plan 2022-2024 — DSD -2023-053 • Bill 23 — Municipal Heritage Register Review — DSD -2023-225 • Kitchener Municipal Heritage Register Review — August Update — DSD -2023-309 • Municipal Heritage Register Review — January 2024 Update — DSD -202-022 • Municipal Heritage Register Review — March 2024 Update — DSD -2024-093 • Ontario Heritage Act, 2022 REVIEWED BY: Garett Stevenson, Director of Development and Housing Approvals APPROVED BY: Justin Readman, General Manager, Development Services ATTACHMENTS: Attachment A - Updated Statement of Significance — 56 Duke Street West Attachment B - Updated Statement of Significance — 156 Duke Street West Attachment C - Updated Statement of Significance — 7 Fischer Court Attachment D - Updated Statement of Significance — 11-15 Pandora Avenue North Page 308 of 348 STATEMENT OF SIGNIFICANCE 56 Duke Street West Summary of Significance ® Design/Physical Value ®Social Value ® Historical Value ❑ Economic Value ® Contextual Value ❑ Environmental Value Municipal Address: 56 Duke Street West Legal Description: Plan 399 Lot 7 Year Built: 1922 Architectural Styles: Gothic Original Owner: St. Mary's Roman Catholic Church Original Use: Rectory Condition: Good Description of Cultural Heritage Resource 56 Duke Street West is an early 20th century building built in the Gothic architectural style. The building is situated on a 0.34 acre parcel of land located on the north side of Duke Street between Young Street and Ontario Street in the City Commercial Core Planning Community of the City of Kitchener within the Region of Waterloo. The principal resource that contributes to the heritage value is the presbytery. Page 309 of 348 2 54 52 5250 41 a as � civic CFI1 ��GJpNe�� al l✓ 1,� ST i 11j� (.y 27 45 77 2 ° 4Q H 150 --$ 41 24 _ <L� t Marys -- _ - -120 ChurM Sculpture fib: �StA -. 22 IH v0 -. ,� --- 96 MaryA 35 * .Church _ B Downtown Community B -- - Cm trd 21 C"COMMERCIAL CORE ( � 151- 17 .' . -� 14'0 �-� i1 WdFgrlao Regan 111 Small Nun— CenKe x,72 ` 54 Kith-4 Ly l� all G'Berlf 0 T wer Artspace CityOC a tre 52 ... ,. \Q'~' 85 - log, 141 50 220tri �,�.- - �P 4&,42 104 Service Ontario fius�nessDevelopmet5f @ank of Conaria a= \. 148 A. 32 y 30 2� J 31.... 45 S y6 55 W 10 o -J 1213�— Sri?/ .,... ...... 48 Summary of Significance ® Design/Physical Value ®Social Value ® Historical Value ❑ Economic Value ® Contextual Value ❑ Environmental Value Municipal Address: 56 Duke Street West Legal Description: Plan 399 Lot 7 Year Built: 1922 Architectural Styles: Gothic Original Owner: St. Mary's Roman Catholic Church Original Use: Rectory Condition: Good Description of Cultural Heritage Resource 56 Duke Street West is an early 20th century building built in the Gothic architectural style. The building is situated on a 0.34 acre parcel of land located on the north side of Duke Street between Young Street and Ontario Street in the City Commercial Core Planning Community of the City of Kitchener within the Region of Waterloo. The principal resource that contributes to the heritage value is the presbytery. Page 309 of 348 Heritage Value 56 Duke Street West is recognized for its design/physical, historic/associative, and contextual values. Desipn/Physical Value The design and physical values relate to the notable, rare and unique Gothic architectural style of the building. The building is two -and -a -half -storeys in height and features: hip roof with wall dormers; red brick; paired two storey projecting bays on front elevation; flattened gothic arch windows; segmental window openings with false wood shaping around the windows; gothic pointed arch windows with tracery; round windows with quatrefoils; dentils on the dropped cornice; and, wood doors with transom and sidelights. Front Facade (South Elevation) The front fagade of the building has a brick portico with voussoirs, and two projecting bays with gothic arched windows and voussoirs on either side on each storey with decorative dentil moulding.The projecting entrance has brick pillars on each side with steps leading down to the main street. There are three gabled parapet dormers above the second storey, with arched windows with tracery and voussoirs. Side Elevation (East Elevation) The side fagade also has a brick portico and voussoirs, and decorative dentil moulding. The first and second storey of the building has 6 gothic arched double windows with voussoirs, 4 on the left side of the entrance and 2 on the right side of the entrance. There is additional tripartite window above the main entrance, in a three -by -three orientation with sash windows on lower half and tracery on the upper half. All the windows have voussoirs and sills. There is also decorative dentil moulding with a dropped cornice on the upper storey and 4 gabled parapet dormers, with gothic arched windows and voussoirs and tracery, a round window with tracery, and a double window with tracery. Due to the topography of the hill the building is located on, part of the stone foundation can be seen with double windows on the lower level. Rear Elevation (North Elevation) The rear elevation of the building has an irregular fenestration pattern, with arched windows and voussoirs. There are also projecting entrances on the fagade that provide an alternate entrance to the building, as well as connect it to the church. Side Elevation (West Elevation) The side fagade also has a brick portico and voussoirs, and decorative dentil moulding. The first and second storey of the building has 6 gothic arched double windows with voussoirs, 4 on the left side of the entrance and 2 on the right side of the entrance. There is additional tripartite window above the main entrance, in a three -by -three orientation with sash windows on lower half and tracery on the upper half. All the windows have voussoirs and sills. There is also decorative dentil moulding with a dropped cornice on the upper storey and 4 gabled parapet dormers, with gothic arched windows and voussoirs and tracery, a round window with tracery, and a double window with tracery. Due to the topography of the hill the building is located on, part of the stone foundation can be seen with double windows on the lower level. Page 310 of 348 Historical/Associative Value The historic and associative values relate to the original owner and use of the property and buildings and the contribution they made to the history of Berlin (now Kitchener). The original owner of the property was St. Mary's Roman Catholic Church and the original use of the property was a presbytery. The building also has associative value for being designed by Charles Knetchel, a prominent architect in Berlin (now Kitchener) for more than 40 years. St. Marv's Roman Catholic Church The historic and associative values of St. Mary's Roman Catholic Church (municipallu addressed as 73 Young Street) relate to the original owner and use of the property and buildings, and the contributions they made to Kitchener's history. This land has always been used a church and contains one of the oldest churches in Kitchener. The church today sits on land that was purchased on August 16, 1854 from David Weber for $200.00. Prior to the formation of St. Mary's Parish, the few Catholic families travelled to St. Agatha Church to attend mass. In 1852, Kitchener (Berlin) was chosen to be the county seat. Since this was chosen to be the leading community, the Jesuits chose the this area to make a community centre. Father Rupert Ebner S.J., who was the spiritual leader from 1848 to 1856, encouraged the Catholics of Strassburg Williamsburg, Bridgeport, and Lexington to unite with those of Berlin to build a church, and the group agreed. On September 17, 1854, the cornerstone was laid by Bishop DeCharbonnel of the Toronto Diocese. The church was completed in 1856, blessed by Bishop Farell, the first Bishop of Hamilton, and was given the title of St. Mary of the Seven Dolors. The original church measured 80 by 40 feet with additions being constructed in the next few years. On June 26, 1892, a meeting held in the church resulted in a discussion for funding the construction of a new church because of crowding and it was decided that the church would collect monthly funding to fund the new church. By 1899, the church had sufficient funds to purchase the adjoining land from John Fennell for $7,500.00. On September 30, 1900, Bishop T. J. Downing laid the cornerstone and in the late autumn of 1903, the church was completed. It had been planned by Arthur William Holmes of Toronto. It's date of construction, having been built at a time when Kitchener was Berlin, makes this church one of the oldest churches and buildings in Kitchener, thus having significant historical and associative value. The Rectory Father Laufhuber S. J. began a house-to-house canvass for funds to build a sacristy and rectory shortly after his arrival as a pastor in 1857. The sacristy was built first, and he lived there until the rectory was completed, and took an active role in planning and directing the construction of the building. The first floor became the first separate school and the rooms on the second floor became the rectory and the teacher's quarters. This building was situated immediately infront of where the present church stands, and was torn down in 1897. In 1899, the "John Motz" house at 64 Young Street was purchased by the Fathers at St. Jerome's College, and was rented to the parish priests. Since the rectory was urgently needed to keep the school functioning, the Fathers immediately took up residence in the new rectory. Page 311 of 348 A parish meeting was called on March 14, 1915 to discuss a new rectory, with a delegation being sent to the Bishop to enquire about placing a mortgage on the church for this purpose. It took until August 22, 1921 to release the contract to build the new rectory. The Rectory (located at 56 Duke Street West) was completed in October 1922, at the cost of $46,000. The Fathers moved into the rectory on from 19 -21St of October. The new rectory was designed by Charles Knetchel and Reitzel Brothers from Waterloo were the builders. The Rectory was equipped by the Catholic Women's League, The Christian Mother's Society, the Holy name Society and the Young Ladies Society. Mr. and Mrs. Hartman Krug, owner of the prominent Krug Furniture Company, presented the furniture for the office and waiting rooms. In 1939, the exterior of the rectory was painted, and in 1944 repairs were made to the interior and exterior of the rectory. In 1956, the Church briefly hosted a distinguished visitor at the rectory, His Excellency Archbishop Giovanni Panico, D.D. representative of His Holiness Pope Pius XII, and head of the Apostolic Delegation to Canada on October 25, 1956. Today, the building is still used as a residence and an office. Charles Knetchel Charles Knetchel was born in Mannheim, Waterloo County, Ontario on November 22, 1869. He never formally studied architecture but instead received much of his knowledge of design and construction from his father, Jonas Knetchel, who he worked with from 1886 until his father's death in 1894. Knetchel then opened his own office in Kitchener (then Berlin) in 1895 and continued to practice until after 1930. He has worked on more than a 100 buildings in the Waterloo Region, including churches, schools, commercial offices, factories„ and private residences as far away as Galt and Durham in Ontario. He remained active in the profession for nearly 40 years until 1928, and later died in Kitchener on October 5, 1951. Contextual Value The contextual value of 56 Duke Street West relates to the physical, historical, functional and visual links to the building's surroundings. The building is located on the block bounded by Duke Street West, Young Street, Weber Street West and Ontario Street, and is related to the St. Mary's Roman Catholic Church. The west portion of this block has been historically owned by the church. Historic buildings still present on the block include: the St. Mary's Roman Catholic Church; the St. Mary's Roman Catholic Presbytery; and, the Lutherwood's Betty Thompson Youth Centre (historically known as the Notre Dame Convent). In addition, the Presbytery has a strong visual presence, including important views, on Duke Street as the building occupies a large site slightly elevated on a hill. Other Values Social Value St. Mary's Roman Catholic Church has significant social value as a place of worship that has been in Kitchener for over a century. This building has been supporting these services for over 100 years and has become a landmark and a place of importance in the community. Places of worship often provide intangible community value as a place where people gather and are often a central piece of a community. Page 312 of 348 Heritage Attributes The heritage attributes of 56 Duke Street West resides in the following heritage attributes: ■ All elements related to the construction and architectural style of the building, including: o The location, massing and scale of the building; o all elevations of the building; o The roofline, including wall dormers; o red brick construction; o paired two storey projecting bays on front elevation; o all windows openings and decorative details, including: ■ flattened gothic arch windows; ■ segmental window openings with false wood shaping; ■ gothic pointed arch windows with tracery; ■ round windows with quatrefoils; o dentils on the dropped cornice; and, o all door openings, including transom and sidelights All elements related to the contextual value of the building; o The original location of the building on Duke Street West Page 313 of 348 R. �r RM �M- ------------ f s -a TT 1-41 r' `R LotF$ w :rte- .a.� .�� ,a��spa•1 -:ars ,4 --- - '— — - ..,. , i r r4 J 3 LAI_ y 3; �1 References Vernon, H. & Son. (1910). Vernon's Berlin, Waterloo and Bridgeport. Street, Alphabetical, Business and Miscellaneous Directory. For the Years 1910-1911 (81" Ed.). Hamiltion, ON: Griffen & Richmond. St. Mary's Roman Catholic Church, Centennial 1857-7957Issue, accessed from The Kitchener Public Library Archives, pp. 9-34 Town of Berlin Fire Insurance Maps — 1904 N/A, Some Facts about St. Mary's Parish, accessed via Kitchener Public Library Archives Page 317 of 348 CULTURAL HERITAGE EVALUATION FORM 56 Duke Street West Address: Description: Photographs Attached: Deeksha Choudhry Recorder: March 1, 2024 Date: OFront Facade ❑ Left Fagade 0 Right Fagade 0 Rear Facade 0 Details ❑ Setting Designation Criteria Recorder —Heritage Kitchener Heritage Planning Staff Committee 1. This property has design value or N/A 0 Unknown ❑ No ❑ N/A ❑ Unknown ❑ No ❑ physical value Yes ❑ Yes 0 because it is a rare, unique, representative or early example of a style, type, expression, material or construction method. 2. The property has design value or N/A 0 Unknown ❑ No ❑ N/A ❑ Unknown ❑ No 0 physical value Yes ❑ Yes ❑ because it displays a high degree of craftsmanship or artistic merit. 3. The property has design value or N/A 0 Unknown ❑ No ❑ N/A ❑ Unknown ❑ No 0 physical value Yes ❑ Yes ❑ because it demonstrates a high degree of technical or scientific achievement. * E.g. - constructed with a unique material combination or use, incorporates challenging geometric designs etc. Page 318 of 348 4. The property has historical value or N/A 0 Unknown ❑ No ❑ N/A ❑ Unknown ❑ No ❑ associative value Yes ❑ Yes 0 because it has direct associations with a theme, event, belief, person, activity, organization or institution that is significant to a community. * Additional archival work may be required. 5. The property has historical or N/A 0 Unknown ❑ No ❑ N/A ❑ Unknown ❑ No 0 associative value Yes ❑ Yes ❑ because it yields, or has the potential to yield, information that contributes to an understanding of a community or culture. * E.g -A commercial building may provide an understanding of how the economic development of the City occured. Additional archival work may be required. 6. The property has historical value or N/A 0 Unknown ❑ No ❑ N/A ❑ Unknown ❑ No ❑ associative value Yes ❑ Yes 0 because it demonstrates or reflects the work or ideas of an architect, artist, builder, designer or theorist who is significant to a community. *Additional archival work may be required. 7. The property has contextual value N/A 0 Unknown ❑ No ❑ N/A ❑ Unknown ❑ No ❑ because it is Yes ❑ Yes 0 important in defining, maintaining or Page 319 of 348 supporting the character of an area. * E.g. - It helps to define an entrance point to a neighbourhood or helps establish the (historic) rural character of an area. Recorder Heritage Kitchener Committee Interior: Is the interior 8. The property has arrangement, finish, N/A 0 Unknown ❑ No ❑ N/A ❑ Unknown 0 No ❑ craftsmanship and/or detail contextual value N/A 0 Unknown ❑ No ❑ N/A ❑ Unknown ❑ No ❑ because it is Yes ❑ Yes 0 physically, outbuildings, notable Yes ❑ Yes ❑ landscaping or external functionally, visually features that complete the or historically linked to its surroundings. *Additional archival work may be required. 9. The property has contextual value N/A 0 Unknown ❑ No ❑ N/A ❑ Unknown ❑ No 0 because it is a Yes ❑ Yes ❑ landmark. *within the region, city or neighborhood. Notes Additional Criteria Recorder Heritage Kitchener Committee Interior: Is the interior arrangement, finish, N/A 0 Unknown ❑ No ❑ N/A ❑ Unknown 0 No ❑ craftsmanship and/or detail Yes ❑ Yes ❑ noteworthy? Completeness: Does this structure have other original N/A ❑ Unknown ❑ No 0 N/A ❑ Unknown ❑ No 0 outbuildings, notable Yes ❑ Yes ❑ landscaping or external features that complete the site? Page 320 of 348 Site Integrity: Does the structure occupy its original N/A 0 Unknown ❑ No ❑ N/A ❑ Unknown ❑ No ❑ site? Yes ❑ Yes 0 * If relocated, is it relocated on its original site, moved from another site, etc. Alterations: Does this building retain most of its original N/A 0 Unknown ❑ No ❑ N/A ❑ Unknown ❑ No ❑ materials and design features? Yes ❑ Yes 0 Please refer to the list of heritage attributes within the Statement of Significance and indicate which elements are still existing and which ones have been removed. Alterations: Are there additional elements or N/A 0 Unknown ❑ No ❑ N/A ❑ Unknown ❑ No 0 features that should be added Yes ❑ Yes ❑ to the heritage attribute list? Condition: Is the building in good condition? N/A 0 Unknown ❑ No ❑ N/A ❑ Unknown ❑ No ❑ Yes ❑ Yes 0 *E.g. - Could be a good candidate for adaptive re -use if possible and contribute towards equity -building and climate change action. Indigenous History: Could this site be of importance to N/A 0 Unknown ❑ No ❑ Y N/A ❑ Unknown ❑ No ❑ Yes ❑ Indigenous heritage and es ❑ 0 Additional Research Required history? ❑ Additional Research Required *E.g. - Site within 300m of water sources, near distinct topographical land, or near cemeteries might have archaeological potential and indigenous heritage potential. Could there be any urban N/A ❑ Unknown ❑ No ❑ Yes ❑ Indigenous history associated 0 Additional Research Required with the property? N/A 0 Unknown ❑ No ❑ Y * Additional archival work may be es ❑ required. ❑ Additional Research Required Function: What is the present Unknown ❑ Residential ❑ Unknown ❑ Residential ❑ Com function of the subject Commercial ❑ mercial ❑ property? Office ❑ Other ❑ Church Office ❑ Other 0 - Page 321 of 348 * Other may include vacant, social, institutional, etc. and important for the community from an equity building perspective. Diversity and Inclusion: Does N/A ❑ Unknown 0 No ❑ Y N/A ❑ Unknown ❑ No 0 Yes ❑ the subject property es ❑ contribute to the cultural ❑ Additional Research ❑ Additional Research Required heritage of a community of Required people? Does the subject property N/A ❑ Unknown ❑ No 0 Yes ❑ have intangible value to a N/A ❑ Unknown 0 No ❑ Y specific community of people? es ❑ ❑Additional Research Required * E.g.- Waterloo Masjid (Muslim ❑ Additional Research Society of Waterloo & Wellington Required Counties) was the first established Islamic Center and Masjid in the Region and contributes to the history of the Muslim community in the area. Notes about Additional Criteria Examined Recommendation Does this property meet the definition of a significant built heritage resource, and should it be designated under Part IV of the Ontario Heritage Act? (Does it meet two or more of the designation criteria?) N/A ❑ Unknown ❑ No ❑ Yes 0 If not, please select the appropriate action for follow-up ❑ Keep on the Municipal Heritage Register ❑ Remove from the Municipal Heritage Register ❑ Additional Research Required Other: General/ Additional Notes Page 322 of 348 TO BE FILLED BY HERITAGE PLANNING STAFF: Date of Property Owner Notification: Page 323 of 348 2d0 247 55 i 241 I1TL STATEMENT OF SIGNIFICANCE 156 DUKE STREET WEST 78 84 70 74! `a fid % r/Th �. RS+R 111..., 5�� �' I n•.I• liil.l� "i /! 33 41 I C b, " 400 352 IL. I •.ilii i. Ji. �. 2 a.fo 71 ,V/ g SII Iii 7 276 C®!275 1 2 Y&a,a4 Summary of Significance ®Design/Physical Value ®Historical Value ®Contextual Value 52 Ad t L -1111-7:-Irlmn t1F ku3 J,+ City Centre Bwlin Tarr Ons ❑Social Value ®Economic Value ®Environmental Value Municipal Address- 156 Duke Street West Legal Description- Plan 374 Lot 159 Part Lot 158 & 160 Year Built- c. 1893 Architectural Style- Renaissance Revival Original Owner- August & Charles Boehmer Original Use- Industrial Condition- Good Description of Cultural Heritage Resource 156 Duke Street West is a three-storey late 19th century brick building built in the Renaissance Revival architectural style. The building is situated on a 0.44 -acre parcel of land located on the north side of Duke Street West between Water Street North and College Street in the City Commercial Core Planning Community of the City of Kitchener within the Region of Waterloo. The principal resource that contributes to the heritage value is the former industrial building. Page 324 of 348 Heritage Value 156 Duke Street West is recognized for its design, physical, contextual, historical and associative values. In addition the building also possesses economical and environmental values. Design/Physical Value The property municipally addressed as 156 Duke Street West demonstrates design or physical value as a representative and notable example of the Renaissance Revival architectural style in an industrial building. The original building is in good condition and features an L -shape plan with three bays along Duke Street; yellow brick laid in the American bond style; decorative brickwork, including pilasters, belt courses, cornice, and corbels; front door opening with radiating brick voussoirs and narrow label moulds; flat, semi -circular and segmentally arched window openings; brick voussoirs; label moulds; and concrete lintels and windowsills. Front Fagade The existing building is three storeys in height with a flat roof. The first two storeys are yellow brick construction, and the third storey is clad in grey vertical siding. The front fagade is symmetrical in design and divided vertically by two piers, two storeys in height, which creates three bays. Each of outside bays contain a large, square segmented window on the ground floor and two semi -circular segmented windows on the second floor. The central bay contains the main entrance fronting directly onto the sidewalk, and two semi -circular segmented windows on the second floor. All openings contain voussoirs or brick headers. The first floor is divided horizontally from the second floor by a belt course. A second belt course visually divides the second floor into two horizontal halves. West Side Fagade The west side fagade is comprised of 10 bays separated by yellow brick pilasters. The first two storeys of the first four bays from the front are constructed from yellow brick, while the third floor is clad in grey vertical siding. Each of the first four bays contain two arched segmented windows on the ground floor and two arched segmented windows on the second floor. The windows are capped by a brick voussoir and contain concrete sills and lintels. The third floor is clad in vertical board and contains rectangular segmented windows that align with the windows on the lower floors. The remaining six bays are also three storeys in height and are constructed entirely of yellow brick. The pattern of two arched segmented windows continues along the ground floor of these remaining bays except for the ninth and tenth, while the second and third floors for all bays each contain one large square segmented window with concrete lentils and sills. The ninth bay contains an additional covered entrance, while the tenth contains a ground -floor window that matches those of the second and third floor. Historical/Associative Value The property municipally addressed as 156 Duke Street West has historical and associative value due to its original use and the connection it has to the theme of economic development within the downtown area, as well as the potential it has to contribute to an understanding of the community. Page 325 of 348 The existing building was originally home to A. & C. Boehmer Box Company and was constructed by the founders of the company August and Charles Boehmer. Originally the owners of a hardware store, the brothers established the A. & C. Boehmer Box Company in 1874 to provide boxes for a local button manufacturer. This was the City's first — and for a period of time until the mid -1900's only — major paper box factory in the area. The boxes were originally made by hand and delivered via a team of heavy horses and huge wagons, stabled behind the existing building. The company serviced a number of notable local companies, including the Arrow Company, John Forysth Shirt Company, Smiles `n Chuckles Candy Factory, Carles A. Ahrens & Company, Waterloo Dominion Button, and Rumple Felt. In 1952 the company expanded from set-up and permanent boxes into the larger market of folding boxes, which necessitated the construction of an addition to the Duke Street building in 1954. In 1963 a new plant was constructed at 460 Belmont Avenue West and replaced the original Duke Street plant as the companies' headquarters, though the company continued to utilize a portion of the old factory for storage. The company remained in the Boehmer family for a period of 100 years. In 1928 George Boehmer, son of August Boehmer, became the head of the company. He was later succeeded by Carlo Boehmer followed by Floyd Boehmer. At the end of 1974, a Mr. Alvin Besant purchased all shares of the company and became the owner and president, and in 1976 the name of the company was changed to Boehmer Box Corporation. Also in 1976 the company employed the only known female comptroller in the twin -city area. Beyond being a lucrative business model, box companies also serve as good barometers for economic conditions. This is due to the fact that practically everything sold needs to be packaged. As such, the continual growth and success of the A. & C. Boehmer Box Company can serve as a direct reflection of the successful economic development of the City. Contextual Value The building has contextual value, being historically, physically, and visually linked to the streetscape of Duke Street West in its scale and massing. It supports and maintains the character of the area, as it is located in-situ within the City Commercial Core and in proximity to a number of other historic commercial and industrial buildings. The location of 156 Duke Street West was necessary for its historical function, as it provided the surrounding commercial area with paper boxes necessary for packaging products. Economic Value The existing building has economic value due to its history and contribution towards the economic development of what was then Berlin in the late 18th and early 20th century. In 1928 the company employed 75 people, and it has grown to employ approximately 470-480 in 2016 with the consolidation of a Hamilton folding carton plant. The company remains active within Kitchener as of 2024. Environmental Value The existing building has environmental value, being an early example of adaptive re -use within Kitchener. Adaptive re -use refers to the process of repurposing an existing building for a use other Page 326 of 348 than that which it was originally constructed for. In 1987 the former industrial building was converted to an apartment containing 39 dwelling units, and the building still operates as an apartment in 2024. This is a sustainable development method which reduces the amount of energy consumption and carbon emissions produced in association with construction and keeps materials out of landfills. Heritage Attributes The heritage value of 156 Duke Street West resides in the following heritage attributes: ■ All elements related to the construction and Classic Revival architectural style of the original 1893 building and the 1954 addition, including: o L -shape plan with three bays along Duke Street; o yellow brick laid in the American bond style; o decorative brickwork, including pilasters, belt courses, cornice, and corbels; o front door opening with radiating brick voussoirs and narrow label moulds; o flat, semi -circular and segmentally arched window openings; o brick voussoirs; o label moulds; o stone foundation; o concrete lintels; and, o concrete windowsills it oroLyrauns M 77V � M A NO " - w_ PP IL AVW- � �.. � 1 41 _ Front Elevation Page 327 of 348 .c f a all -ti Side Elevation (Direction Facade) 0J ! R The Boehmer t3ox rrbuilding has been a landmark on Duke Street West since its construction in 1874. r t The top picture, taken some tune around the turd on -the century, shows pride workers in .. the "Busy Berlin" tools in .R their manufactured goods. Converted to apartments in 1987, the building now ? h boasts 39 modern ' apartment units. This r: isn't the first time the Boahmerssite has had residents-' Before the advent of ` f""...: automobiles, delEv ery horses were sta bled to the rear of the (PhUtCis C;7Urtesy Rf 608hiner4AI L lynx gCorporation and iCitcl�er�er P�Ubr LibraryiW,"tef 400 Hlstorictal. Society) Page 328 of 348 CULTURAL HERITAGE EVALUATION Address: 156 Duke Street West Description: (date of construction, architectural style, etc) Photographs Attached: © Front Facade © Left Facade FORM Record er: Date: Jessica Vieira ❑ Right Facade ❑ Rear Facade © Details ❑ Setting Designation Criteria Heritage Kitchener Committee Recorder - Heritage Planning Staff 1. This property has h value N/A El Unknown El No El N/A El Unknown El No El Yes Zdesign physical value Yes F-1 because it is a rare, unique, representative or early example of a style, type, expression, material or construction method. 2. The property has h value N/A El Unknown El No El N/A El Unknown El No ZYes Eldesign physical value Yes F-1 because it displays a high degree of craftsmanship or artistic merit. 3. The property has h value N/A El Unknown El No El N/A El Unknown El No ZYes Eldesign physical value Yes F-1 because it demonstrates a high degree of technical or scientific achievement. * E.g. - constructed with a unique material combination or use, incorporates challenging geometric designs etc. 4. The property has historical values N/A El Unknown El No El N/A El Unknown El No El Yes Z associative value Yes ❑ because it has direct Page 329 of 348 associations with a theme, event, belief, person, activity, organization or institution that is significant to a community. * Additional archival work may be required. 5. The property has historical or N/A ElUnknown ElNo E:1 N/A ElUnknown ElNo E:1Yes Z associative value Yes ❑ because it yields, or has the potential to yield, information that contributes to an understanding of a community or culture. * E.g - A commercial building may provide an understanding o f how the economic development of the City occured. Additional archival work may be required. 6. The property has historical values N/A El Unknown El No E:1 N/A El Unknown El No ZYes E:1 Yes ❑ associative value because it demonstrates or reflects the work or ideas of an architect, artist, builder, designer or theorist who is significant to a community. * Additional archival work may be required. 7. The property has contextual value N/A El Unknown El No E:1 N/A El Unknown El No E:1 Yes Z because it is Yes ❑ important in defining, maintaining or supporting the character of an area. Page 330 of 348 * E.g. - It helps to define an entrance point to a neighbourhood or helps establish the (historic) rural character of an area. Heritage Kitchener Recorder - Heritage Planning 8. The property has Committee Staff contextual value N/A ElUnknown ElNo ElN/A ElUnknown ElNo ElYes Z because it is Yes ❑ N/A ❑ Unknown ❑X No ❑ Yes ❑ physically, Yes ❑ functionally, visually or historically linked N/A ❑ Unknown ❑ No ❑ N/A ❑ Unknown ❑ No ❑X Yes ❑ to its surroundings. Yes ❑ * Additional archival work may be required. 9. The property has N/A ❑ Unknown ❑ No ❑ N/A ❑ Unknown ❑ No ❑ Yes contextual value N/A ElUnknown ElNo ElN/A ElUnknown ElNo ZYes El because it is a Yes ❑ landmark. *within the region, city or neighborhood. Notes Additional Criteria Heritage Kitchener Recorder - Heritage Planning Committee Staff Interior: Is the interior arrangement, finish, craftsmanship N/A ❑ Unknown ❑ No ❑ N/A ❑ Unknown ❑X No ❑ Yes ❑ and/or detail noteworthy? Yes ❑ Completeness: Does this structure have other original outbuildings, N/A ❑ Unknown ❑ No ❑ N/A ❑ Unknown ❑ No ❑X Yes ❑ notable landscaping or external Yes ❑ features that complete the site? Site Integrity: Does the structure occupy its original site? N/A ❑ Unknown ❑ No ❑ N/A ❑ Unknown ❑ No ❑ Yes Yes ❑ * If relocated is it relocated on its original site, moved from another site, etc. Alterations: Does this building retain most of its original N/A ❑ Unknown ❑ No ❑ N/A ❑ Unknown ❑ No ❑ Yes ❑X materials and design features? Yes ❑ Please refer to the list of heritage attributes within the Statement of Significance and indicate which elements are still existing and which ones have been removed. Page 331 of 348 Notes about Additional Criteria Examined Page 332 of 348 Alterations: Are there additional elements or features that should be N/A ❑ Unknown ❑ No ❑ N/A ❑ Unknown ❑ No ❑ Yes ❑X added to the heritage attribute list? Yes ❑ — Stone foundation Condition: Is the building in good condition? N/A ❑ Unknown ❑ No ❑ N/A ❑ Unknown ❑ No ❑ Yes ❑X Yes ❑ *E.g. - Could be a good candidate for adaptive re-use ifpossible and contribute towards equity-building and climate change action. Indigenous History: Could this site be of importance to N/A ❑ Unknown ❑ No ❑ N/A ❑ Unknown ❑ No ❑ Yes ❑ Indigenous heritage and history? Yes ❑ ❑X Additional Research Required El Additional Research *E.g. -Site within 300m of water Required sources, near distinct topographical land, or near cemeteries might have archaeological potential and indigenous heritage potential. Could there be any urban Indigenous history associated with N/A ❑ Unknown ❑ No ❑ Yes ❑ the property? ❑X Additional Research Required N/A ❑ Unknown ❑ No ❑ * Additional archival work may be Yes ❑ required. ❑ Additional Research Required Function: What is the present Unknown ❑ Residential ❑ Unknown ❑ Residential © Commerc function of the subject property? Commercial ❑ ial ❑ Office ❑ Other ❑ - Office ❑ Other ❑ - * Other may include vacant, social, institutional, etc. and important for the community from an equity building perspective. Diversity and Inclusion: Does N/A ❑ Unknown ❑ No ❑ N/A ❑ Unknown ❑ No ❑X Yes ❑ the subject property contribute to Yes ❑ ❑ Additional Research Required the cultural heritage of a ❑ Additional Research community of people? Required Does the subject property have N/A ❑ Unknown ❑ No ❑X Yes ❑ intangible value to a specific El Additional Research Required community of people? N/A ❑ Unknown ❑ No ❑ * E.g.- Waterloo Masjid (Muslim Yes ❑ Society of Waterloo & Wellington ❑ Additional Research Counties) was the first established Required Islamic Center and Masjid in the Region and contributes to the history of the Muslim community in the area. Notes about Additional Criteria Examined Page 332 of 348 Recommendation Does this property meet the definition of a significant built heritage resource, and should it be designated under Part IV of the Ontario Heritage Act? (Does it meet two or more of the designation criteria?) N/A ❑ Unknown ❑ No ❑ Yes ❑ If not, please select the appropriate action for follow-up ❑ Keep on the Municipal Heritage Register ❑ Remove from the Municipal Heritage Register ❑ Additional Research Required Other: General / Additional Notes TO BE FILLED BY HERITAGE PLANNING STAFF: Date of Property Owner Notification: Page 333 of 348 STATEMENT OF SIGNIFICANCE FISCHER CRT Summary of Significance ®Design/Physical Value ®Associative/Historical Value ®Contextual Value CL 7 Fischer Court ❑Social Value ❑Economic Value ❑Environmental Value Municipal Address: 7 Fischer Court Legal Description: Reg Plan 58M-316 Lot 148 Year Built: c. 1860 Architectural Style: Log Original Owner: William Fischer Original Use: Residential Condition: Good Description of Cultural Heritage Resource 7 Fischer Court (previously 1 Oregon Drive) is a three-storey mid -19th century log house. The house is situated on a 0.29 -acre parcel of land located on the south side of Fischer Court at the intersection of Fischer Court and Pine Valley Drive in the Doon South Neighbourhood of the City of Kitchener within the Region of Waterloo. The house is the principal resource that contributes to the heritage value. Page 334 of 348 Heritage Value 7 Fischer Court is recognized for its design/physical, and associative/historic values. Desipn/Physical Value The property municipally addressed as 7 Fischer Court demonstrates design/physical value as a rare, unique and unexpected example of a late 19th -century `wedding cake' design log house in a rural setting. According to the late Nicholas Hill, Architect Planner, "The style smacks of high architectural vogue, commissioned by a client with adventurous taste." The building significantly altered over the years; however, it was rehabilitated in the late 1990s/early 2000s. The building has both original and rehabilitated heritage attributes in good condition including: 2.5 storey square plan; log construction with a `wedding cake' design; cedar shingles; pyramidal roof with glass roof lantern; pine fascia and frieze; prefinished metal covered wood windows with muntins; wraparound verandah; and, a stone foundation under a portion of the house. The original smokehouse was relocated and reconstructed on this lot in the new subdivision. Front (East) Facade The front of the building faces Pine Valley Drive and is comprised of three somewhat irregular bays. The most prominent feature of the building is it's "wedding cake" design with the use of log construction. The centre bay features the front door and a prefinished metal covered wood window on the first floor while the two end bays on this floor feature matching prefinished metal covered wood windows with muntins. The first floor also features a reconstructed wraparound verandah, which is slightly off centre (closer to the east facade). The verandah displays a hip roof with cedar shingles, six pine posts and pine railings. The second storey features three prefinished metal covered wood windows with muntins while the two end windows align with the windows on the first floor. The third floor features the pyramidal cedar shingle roof, pine fascia and frieze and glass roof lantern with prefinished metal covered wood windows with muntins. Side (North) FaQade The north side fagade faces Fischer Court and features two bays. The first floor contains two doors and one prefinished metal covered wood window with muntins near the north-west corner of the house. This floor also features a reconstructed wraparound verandah, which unlike the front fagade is symmetrical. The verandah displays a hip roof with cedar shingles, six pine posts and pine railings. The second floor features two prefinished metal covered wood windows with muntins along with one window aligning with a door on the first floor while the other window aligns with the window on the first floor. The third storey features the pyramidal cedar shingle roof, pine fascia and frieze and glass roof lantern with prefinished metal wood windows with muntins. Side (South) FaQade The south side fagade faces the surrounding subdivision and features two bays. The first and second floor both display two matching prefinished metal covered wood windows with muntins that are aligned above/below one another. The third storey features the pyramidal cedar shingle roof, pine fascia and frieze and glass roof lantern with prefinished metal covered wood windows with muntins. Rear (West) FaQade The rear fagade faces the surrounding subdivision and features two bays. The first floor displays one door and one prefinished metal covered wood window with muntins. This floor also features a wraparound verandah that extends across approximately half of the rear fagade. The verandah displays a hip roof with cedar shingles, four pine posts and pine railings. The second floor features two prefinished metal covered wood windows with muntins that are aligned with the door and window on Page 335 of 348 the first floor. The third storey features the pyramidal cedar shingle roof, pine fascia and frieze and glass roof lantern with prefinished metal covered wood windows with muntins. Interior The interior features a central circular staircase from the basement leading up to the glass roof lantern on the third floor. In 1997, this staircase was nearly original including treads, risers, side panels, handrail and spindles (Hill, 1997). Historical/Associative Value The property municipally addressed as 7 Fischer Court has historical/associative value due to history and association with early settlement, Richard Beasley, John Biehn, the Stauffer family, and the Fisher/Fischer family. Ownership through the 1800s is difficult to confirm. However, the lands are associated with early settlement, Richard Beasley, John Biehn, and the Fisher/Fischer family. Richard Beasley sold land in the Lower Block between 1800 and 1803 (Bloomfield et al., 1994). Research completed in 1996-97 by Nicholas Hill, Architect Planner, suggested that the house was built on Lot 3 of Biehn's Tract. Contrary to Nicholas Hill's research, assessment roll evidence from 1881 suggests that William Fischer owned Lot 5 of Biehn's Tract (Bloomfield et al, 19940. ). The assessment roll also indicated that William Fischer was 46 years old and a farmer with 148 acres of land, of which 110 were cultivated, and he had four horses, eight cattle, 18 sheep, and five hogs. The value of the land in 1881 was $3,300. Members of the Fischer family also owned land in Bechtel's Tract including George Fischer, George W. Fischer, John Fischer, Nelson Fischer, Philip Fischer, and William Fischer. Research also suggests that Cecil Fischer lived on the farm from 1925 to 1970 (Hill, 1997). Cecil's parents were Father John Burnham Fischer and Ida May Wismer. Contextual Value (Historic) Historically, the house was located on an active farm. The glass roof lantern on the third floor was used to check on the ploughing of the fields (Hill, 1997). It was also a great place for artists to set up their canvases (Hill, 1997). Heritage Attributes The heritage value of 7 Fischer Court resides in the following heritage attributes: • late 19th -century `wedding cake' design; • 2.5 storey square plan; • log construction; • cedar shingles; • pyramidal roof with glass roof lantern; • pine fascia and frieze; • prefinished metal covered wood windows with muntins; • wraparound verandah; and, • a stone foundation under a portion of the house; • the relocated and reconstructed original smokehouse; Page 336 of 348 • the front fagade with three somewhat irregular bays: o the centre bay front door and prefinished metal covered wood window on the first floor; o the two end bays with matching prefinished metal covered wood windows with muntins; o the reconstructed wraparound verandah with hip roof covered by cedar shingles, six pine posts and pine railings; o the three prefinished metal covered wood windows with muntins on the second floor; o the third floor pyramidal cedar shingle roof, pine fascia and frieze and glass roof lantern with prefinished metal covered wood windows with muntins. • The north side fagade with two bays: o the two doors and prefinished metal covered wood window with muntins near the north- west corner of the house on the first floor; o the reconstructed wraparound verandah with hip roof covered by cedar shingles, six pine posts and pine railings; o the two prefinished metal covered wood windows with muntins; o the third floor pyramidal cedar shingle roof, pine fascia and frieze and glass roof lantern with prefinished metal covered wood windows with muntins. • The south side fagade with two bays: o the two matching prefinished metal covered wood windows with muntins that are aligned above/below one another; o the third storey pyramidal cedar shingle roof, pine fascia and frieze and glass roof lantern with prefinished metal covered wood windows with muntins. • The rear fagade with two bays: o the door and prefinished metal covered wood window with muntins on the first floor; o the wraparound verandah with hip roof covered by cedar shingles, four pine posts and pine railings; o the prefinished metal covered wood windows with muntins; o the third storey pyramidal cedar shingle roof, pine fascia and frieze and glass roof lantern with prefinished metal covered wood windows with muntins. References Bergey, L., (1977). A history of the Stauffers Families Who Came to Ontario. Stauffer Family Historical Committee: Kitchener -Waterloo, ON. Bloomfield, E., L. Foster & L.W. Laliberte. (1994). The Waterloo Township Cadastre in 1861. Guelph: Department of Geography, University of Guelph. Hill, N. (1997). Wyldwoods Neighbourhood Doon South Community City of Kitchener Heritage Impact Assessment. Kitchener ON: Nicolas Hill & Green Scheels and Pidgeon. Page 337 of 348 Photographs Context: Front Elevation (East Fagade) of 7 Fischer Court located on a corner lot within a suburban subdivision r Front Elevation (East Facade) Side Elevation (North Fagade) & Rear Elevation (West Fagade) Side Elevation (South Facade) Detail of the pyramidal cedar shingle roof, pine fascia and frieze and glass roof lantern with prefinished metal covered wood windows with muntins Page 338 of 348 Detail of first storey covered verandah with cedar shingle roof, pine posts and pine railings Page 339 of 348 STATEMENT OF SIGNIFICANCE 11-15 Pandora Avenue Summary of Significance ®Design/Physical Value ®Historical Value ❑Contextual Value Municipal Address: 11-15 Pandora Avenue Legal Description: GCT Sub of Lot 2 Lot 74 Year Built: 1878 Architectural Style: Italianate Original Owner: Menno Erb Original Use: Residential Condition: Good Description of Cultural Heritage Resource ❑Social Value ❑Economic Value ❑Environmental Value 11-15 Pandora Avenue North is a two-storey 19th-cenutry building. The building is constructed in the Italianate architectural style. The building is situated on a 0.18 acre parcel of land located on the east side of Pandora Avenue North between Duke Street East and King Street East in the King East Planning Community of the City of Kitchener within the Region of Waterloo. The principal resource that contributes to the heritage value is the residential building. Page 340 of 348 Heritage Value 11-15 Pandora Avenue North is recognized for its design/physical and historical/associative values. Desipn/Physical Value The design and physical value relate to the building and the Italianate architectural style. The building has many intact original elements in good condition. Features that represent the Italianate architectural style include: asymmetrical plan in a modified L -shape; two storey height plus attic; truncated hip roof with cross gables; central hip roof that leads to the clerestory windows; moulded fascia, plain cornice, and panelled frieze with paired brackets; a segmentally arched door on the south elevation features two elongated windows with etched bevelled Iites and wood panelling as well as a decorative hood crown; projecting centre bay on west elevation with bay window; 1.5 storey addition (original use was the servant quarters); double (suspected) yellow brick construction; corner brick quoins; segmentally hung wood windows with decorative hood crowns, or brick voussoirs, and stone sills; and, rubble stone foundation. Front (West) FaQade The current front of the building faces Pandora Avenue North. The building generally depicts an asymmetrical plan in a modified L -shape. The truncated hip roof features cross gables that contribute to the modified L -shape plan. The central hip roof leads to the rooftop clerestory windows. The roofline features moulded fascia, plain cornice, and panelled frieze with decorative paired brackets. The front gable projects out and features a one -storey bay window on the main floor. The bay window displays a hip roof with decorative brackets and panelled frieze. Each bay contains an 8 -pane segmentally arched wood window with brick voussoirs and stone sills. A group of two segmentally arched 4/4 wood windows with decorative hood crowns and stone sills is featured on the second storey. A circular wood window with a decorative hood crown is in the upper gable end. The corners of the projecting front gable display brick quoins. The modified L -shape features one bay with a hipped roof with a moulded fascia, plain cornice, and panelled frieze with decorative paired brackets. The first storey contains a wraparound porch constructed circa 2009-2011, which does not detract from the Italianate architectural style. The 1924 Fire Insurance Plan shows that the original porch was confined to the original front (south) facade. Both the first storey and the second storey display a segmentally arched 4/4 wood window with decorative hood crown and stone sill. The third storey is comprised of the hip roof leading to the rooftop clerestory windows. The third storey was rebuilt in 2022. The corners of this bay display brick quoins. The side elevation of the cross gable features a moulded fascia, plain cornice, and panelled frieze with decorative paired brackets. The corners of this bay display brick quoins. There are no doors or windows on this elevation. A 1.5 -storey side -gable addition, originally the `servants quarters' is located on the north side of the projecting front gable. This addition was built as early as 1924. The yellow brick elevation facing Pandora Avenue North is setback approximately 3 metres from the projecting front gable. This elevation demonstrates a simple design with no ornate details. One four -pane segmentally arched wood window with stone sill is located on the upper half storey. A 1 -storey addition, in front of the 1.5 -storey side - gable addition, features a simple design with a shed roof, painted vertical board siding (possibly board and batten), a new front door, and three 1/1 windows. Page 341 of 348 Side (North) FaQade The north fagade was originally the rear of the house. This elevation features the 1.5 storey side gable addition that originally served as the `servant's quarters.' This addition was built as early as 1924. This elevation demonstrates a simple design with no ornate details. A chimney stack is visible on the hip roof of the main building. Side (South) FaQade The original front of the building faced King Street East. At present, this fagade faces a vacant lot municipally addressed as 656 King Street East. The building's roof is cross gabled with a central hip roof leading to the rooftop clerestory windows. The roofline features moulded fascia, plain cornice, and paneled frieze with decorative paired brackets. The side gable projects out and features a group of two segmentally arched 4/4 wood windows with decorative hood crowns and stone sills on both the first and second storey. A circular wood window with a decorative hood crown is in the upper gable end. The corners of the projecting front gable display brick quoins. The recessed bay to the left of the projecting side gable features the main entrance to the building with a wraparound porch constructed circa 2009-2011, which does not detract from the Italianate architectural style. The single segmentally arched door with decorative hood crown features two elongated windows with etched and bevelled lite and wood paneling below on the first storey. A group of two segmentally arched 4/4 wood windows with decorative hood crowns and stone sills is featured on the second storey. The corners of the projecting side gable display brick quoins. Rear (East) Facade The current rear elevation was originally the east side elevation. At present, the east elevation is not visible from the public realm. According to a 1996 Local Architectural Conservancy Advisory Committee Heritage Property Report (Bensason, 1996), this elevation consisted of three bays. The left bay contained a bricked -in segmentally arched window opening. Dividing the left and centre bay was a chimney projection that ended at the fascia. The centre bay displayed a segmentally arched 1/1 wood window followed by a pair of segmentally arched 4/4 wood windows on the first storey. The second storey displayed a segmentally arched 1/1 wood window followed by a pair of segmentally arched 1/1 wood windows. The third bay contained an entrance porch with door that projects from the main structure, and a 4/4 wood window. The upper half storey contained a 1/1 segmentally arched wood window. These heritage attributes may still exist. Bensason (1996) also identified notable interior heritage attributes including: a flying wood (probably pine) staircase which winds from the main floor to the attic; the original main front entrance carved wood doors with original hardware, etched and bevelled glass lites; original bay window on Pandora Avenue North elevation; pine board floors; and, 12- and 14 -foot ceilings with detailed plaster work and centrepiece in the living room. These heritage attributes may still exist. Historical/Associative Value The property municipally addressed as 11-15 Pandora Avenue North has historical/associative value due to history and association with early settlement; prominent pioneer Mennonite families — the Ebys and the Erbs — including Bishop Benjamin Eby, Rev. Moses Erb, and Menno Erb; and early industries including Erb & Co. Glove Works, Brown & Erb, and the Huck Glove Company Limited (Bensason, 1996). Page 342 of 348 Bishop Benjamin Eby and his wife Marie (nee Brubacher) bought Lot 2, G.C.T. when they came to Canada in 1807. The first building on the property was a log house that stood west of the First Mennonite Church where Bishop Eby was a spiritual leader, teacher and first preacher. By 1830, he had built a frame house. A fine lawn surrounded the frame house with a spacious verandah between the house and King Street. There was also a large barn and a cider mill operated by Ely Eby, son of Bishop Eby (Stroh, 1931). Over the years, Bishop Eby and his descendants sold off parcels of Lot 2. One parcel of Lot 2 was purchased by Rev. Moses Erb in 1862 from the executors of Rev. Christian Erb, son of Bishop Eby. Moses Erb was born in Waterloo County in 1821. He was an ordained Mennonite minister for the Martin and Bloomingdale fields of labour. He married Susannah Rosenberger in 1841 and they moved to the "Bishop Eby Farm" in 1860 when he was placed on the Berlin Circuit. They moved along with their children Menno, Aaron, and Moses. The oldest son of Rev. Erb and Susannah was Menno Erb (b. 1842, d. 1906). He married Lydia Bricker and together they had four children — Malinda, Ephraim, Maggie and Edward. Menno became a large landowner when he bought the "Bishiop Eby Farm" from his father in 1867. He continued to operate the cider mill, with a large orchard being located between the farm buildings and the Mennonite Meeting House and cemetery (Stroh, 1931). The Berliner Journal of October 31, 1878 noted that "Menno Erb had built for $2500 on King Street end of town, a two storey brick house in the Italianate style." The house originally faced King Street (264 King Street). Menno Erb was the head of M. Erb & Co. Glove Works on King Street and the largest shareholder in Erb Glove. He was also in partnership with C.F. Brown — `Brown & Erb' — one of the finest and most prominent furniture houses in the country. In the 1860s, Brown & Erb commenced the manufacture of gloves. Menno Erb was a member of the Town Council in 1868 and 1871. Menno Erb and his family sold the building in 1881 when they moved to the corner of Foundry (Ontario) and Weber Streets. After his death in 1906 a foreman, Joseph Huck, bought Brown & Erb and established the Huck Glove Company Limited. And the furniture business became Quality Mattress located at 87 King Street West. Over the years the house was owned by various families including, but not limited to, Moses Betzner, Samuel Brubacher, Bennie Persin, Henry Knell William Smyth, Carl Pritschau, Christian Huehn, James Bowers, Joseph Payne, Charles Miehm, Milton Huehn, and Ivan & Doris Gascho. Heritage Attributes The heritage value of 11-15 Pandora Avenue North resides in the following heritage attributes: • asymmetrical plan in a modified L -shape; • two storey height plus attic; • truncated hip roof with cross gables; • central hip roof that leads to the clerestory windows; • moulded fascia, plain cornice, and panelled frieze with paired brackets; • segmentally arched door features two elongated windows with etched bevelled lites and wood panelling as well as a decorative hood crown; • projecting centre bay on west elevation with bay window; • 1.5 storey addition (original use was the servant quarters); • double (suspected) yellow brick construction; • corner brick quoins; Page 343 of 348 • segmentally hung wood windows with decorative hood crowns, or brick voussoirs, and stone sills; and, • rubble stone foundation. • the current front fagade faces Pandora Avenue North and features four irregular bays: o an asymmetrical plan in a modified L -shape; o a truncated hip roof with cross gables that contribute to the modified L -shape plan; o a central hip roof that leads to the rooftop clerestory windows; o the roofline features moulded fascia, plain cornice, and panelled frieze with decorative paired brackets; o the front gable projects out and features a one -storey bay window on the main floor; ■ the bay window displays a hip roof with decorative brackets and panelled frieze; ■ each bay contains an 8 -pane segmentally arched wood window with brick voussoirs and stone sills; ■ a group of two segmentally arched 4/4 wood windows with decorative hood crowns and stone sills are featured on the second storey; ■ a circular wood window with a decorative hood crown is in the upper gable end; ■ the corners of the projecting front gable display brick quoins; o the modified L -shape features one bay with a hipped roof with a moulded fascia, plain cornice, and panelled frieze with decorative paired brackets; ■ the first storey contains a wraparound porch (c. 2009-2011); ■ both the first storey and the second storey display a segmentally arched 4/4 wood window with decorative hood crown and stone sill; ■ the third storey is comprised of the hip roof leading to the rooftop clerestory windows; ■ the corners of this bay display brick quoins; o the side elevation of the cross gable features a moulded fascia, plain cornice, and panelled frieze with decorative paired brackets; o the corners of this bay display brick quoins; o a 1.5 -storey side -gable addition; ■ the yellow brick elevation facing Pandora Avenue North is setback approximately 3 metres from the projecting front gable; ■ this elevation demonstrates a simple design with no ornate details; ■ one four -pane segmentally arched wood window with stone sill is located on the upper half storey; o a 1 -storey addition, in front of the 1.5 -storey side -gable addition, features a simple design with a shed roof, painted vertical board siding (possibly board and batten), a new front door, and three 1/1 windows. • the north fagade features a 1.5 storey side gable addition; o this elevation demonstrates a simple design with no ornate details; o a chimney stack is visible on the hip roof of the main building; • the south fagade was once the original front of the building and it features: o a cross -gabled roof with a central hip roof leading to the rooftop clerestory windows; o moulded fascia, plain cornice, and paneled frieze with decorative paired brackets; o the side gable projects out and features: ■ a group of two segmentally arched 4/4 wood windows with decorative hood crowns and stone sills on both the first and second storey; Page 344 of 348 ■ a circular wood window with a decorative hood crown in the upper gable end; ■ the corners of the projecting front gable display brick quoins; o a recessed bay to the left of the projecting side gable features the main entrance to the building with a wraparound porch (c. 2009-2011); o the single segmentally arched door with decorative hood crown features two elongated windows with etched and bevelled lite and wood paneling below on the first storey; o a group of two segmentally arched 4/4 wood windows with decorative hood crowns and stone sills is featured on the second storey; o the corners of the projecting side gable display brick quoins. References Bensason, L. (1996). 11-15 Pandora Avenue — Local Architectural Conservation Advisory Committee (LACAC) Heritage Property Report. LACAC: Kitchener, Ontario. Stroh, J. (1931). Reminiscences of Berlin (now Kitchener). Waterloo Historical Society- Volume 19 Photoaraohs j i i .. i Front Elevation (West Facade) (originally a side elevation) Page 345 of 348 Page 346 of 348 1i r Mn me �- IL f • 4 /w Side Elevation (South Fagade) (originally the front elevation off of King Street East) Page 346 of 348 7 Detailing of truncated hip roof with cross gables; central hip roof that leads to the clerestory windows; moulded fascia, plain cornice, and panelled frieze with paired brackets; projecting centre bay on west elevation with bay window; double (suspected) yellow brick construction; corner brick quoins; segmentally hung wood windows with decorative hood crowns, and stone sills. 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