HomeMy WebLinkAboutHK Agenda - 2018-04-03Heritage Kitchener
Agenda
Tuesday, April 3, 2018
4:00 p.m. - 6:00 p.m.
Office of the City Clerk
Conestoga Room
Kitchener City Hall
nd
(Main Floor)
200 King St.W. - 2 Floor
Kitchener ON N2G 4G7
Page 1 Chair Ms. A. Reid Vice-Chair Mr. S. Hamoen
Delegations
-law, delegations are permitted to address the Committee for a maximum
of 5 minutes.
Item 2 - Christina Karney, mcCallum Sather Architects
Item 3 - Barbara Ward
Discussion Items
1. Doon Village Road - Seasonal Traffic Calming Measures (30 min)
2. Conservation Plan - 120 Victoria Street South (Former Huck Glove Factory) (40 min)
3. Neighbourhood Initiative to Install Exercise Equipment in Victoria Park (25 min)
4. Heritage Best Practices - Sub-Committee Updates (10 min)
- Open Forum
Information Items
Heritage Permit Application Tracking Sheet
Dianna Saunderson
Committee Administrator
** 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 **
Date:
March 19, 2018
To:
Heritage KitchenerCommittee
From:
Leon Bensason, Coordinator, Cultural Heritage Planning
cc:
Subject:
Proposed Traffic Calming on Doon Village Road
Upper Doon Heritage Conservation District
City Councillor Yvonne Fernandes representing Ward 4 has asked to speak to Heritage
Kitchener regarding traffic calming measures she would like installed on Doon Village Road
within the Upper Doon Heritage Conservation District. Barry Cronkite, Interim Manager,
Transportation Planning will also be in attendance.
A copy of the Roads policies from the Upper Doon Heritage Conservation District Plan are
attached.
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REPORT TO: Community and Infrastructure Services Committee
DATE OF MEETING: June 12, 2017
SUBMITTED BY: Ken Carmichael, Interim Director of Transportation Services,
519-741-2200, ext. 7372
PREPARED BY: Barry Cronkite, Interim Manager of Transportation Planning,
519-741-2200, ext. 7738
WARD(S) INVOLVED: All Wards
DATE OF REPORT: May 24, 2017
REPORT NO.: INS-17-047
SUBJECT: Low Cost / Seasonal Traffic Calming Program
___________________________________________________________________________
RECOMMENDATIONS:
That Council approve the commencement of a low cost / seasonal traffic calming
program in 2018 as outlined within report INS-17-047; and further,
That each Ward Councillor, in consultation with Transportation Services staff,
establish two locations per ward to execute radar speed display signs in 2017;
and further; and further,
That financial support for the required infrastructure / equipment for 2018 and
thereafter be referred to future budget deliberations.
BACKGROUND:
An update to the existing City of Kitchener traffic calming policy was adopted by Council
in March, 2014 (INS 14-042).The traffic calming policy outlines a number of evaluation
criteria that provide a fair and consistent review of streets while defining and prioritizing
the individual streets that are most in need of traffic calming, from a traffic safety
perspective.
Three (3) traffic calming reviews are typically approved annually through budget
deliberations, howeverthere are currently over 175requested streets on the priority list,
18of whichwarrant a formal traffic calming review based on the parameters outlinedin
the traffic calming policy.
*** This information is available in accessible formats upon request. ***
Please call 519-741-2345 or TTY 1-866-969-9994 for assistance.
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A resident led traffic calming program was tentatively adopted by the Community and
Infrastructure Services Committee through approval of report INS 17-038. Resident led
traffic calming is reliant upon neighbourhood initiatives, and generally consistsof
measures that can be installed by the respective community.
Low cost traffic calming would allow Members of Council and City staff to manage traffic
issues on streets where known concerns exist, but are not yet warranted for a full scale
traffic calming review, nor has the community chosen to engage in resident led
initiatives.
REPORT:
Council and residents of Kitchener have requested that interim, low cost traffic calming
measures be implemented on roadways to help alleviate safety concerns until such a
time that that a formal traffic calming review takes place and/or on roadways that may
not meet minimum traffic calming warrant thresholds.
Accordingly, Transportation Services staff has conducted a comprehensive review of
interim traffic calming measures, and measures that are not otherwise included in a
formal traffic calming review.Many of these measures have been incorporated into the
resident led traffic calming initiative, approved at the Community and Infrastructure
Services Committee on May 29, 2017. Further alternative traffic calming measures are
recommended to be included through this proposed low cost / seasonal traffic calming
policy.
RADAR SPEED DISPLAY SIGNS:
A radar speed display sign flashes the speed at which vehicles pass by the unit,
bringing awareness to the driver of their operating speed, as well as identifying that
there are concerns of speeding within the community. Generally, studies within the
Traffic Engineering field indicate that these units have an immediate impact, and will
*** This information is available in accessible formats upon request. ***
Please call 519-741-2345 or TTY 1-866-969-9994 for assistance.
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reduce operating speeds by approximately 3-5 km/h. However, studies have shown
that after an initial reduction, drivers typically revert back to their previous driving habits.
Advantages:
Temporarily helps alleviate speeding concerns.
Satisfies residential speeding concerns.
Simple to operate.
Disadvantages:
Initial start-up cost
May not help alleviate speeding issues over a longer period time.
Transportation Services is recommending that five units be in place for the 2018
program,budget permitting, and that these units be installed for approximately two
weeks per location on a rotational basis. By rotating the signs through various
locations on a regular basis, citizens should not grow accustomed to the signs, and
therefore the signs should be more effective.
This proposal would see the radar speed display boards in place at 6-7 locations, for
two week periods, within each ward throughout each year, starting in 2018. New
locations, or repeat locations, would be recommended each year. The locations chosen
for each ward will be determined through one on one meetings with each Councillor in
advance of each year.
It is recommended that the radar speed display signs be put in place during the spring,
summer and fall seasons as the units are typically not operational in the winter due to
the impacts of the colder temperatures on battery life.
It is recommended that two radar speed display boards be purchased, upon approval of
this report, for application across the City in 2017. This would allow approximately two
(2)locations per ward being addressed in 2017 to be determined through one on one
meetings with each Councillor. Staff would use the data from the 2017 locations to
better assess the impacts of these signs, allowing for better decision making for 2018
locations.
As a result, three radar speed display units would be required to be purchased in 2018
for the full execution of this aspect of the recommended program.
*** This information is available in accessible formats upon request. ***
Please call 519-741-2345 or TTY 1-866-969-9994 for assistance.
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FLEXI-POLE DELINEATORS:
Flexi-pole delineators are signs that are mounted in the centre of a roadway and display
messages to drivers. The signs are 122 centimetres tall and 33 centimetres wide, but
generally are outside of the typical travelled portions of the lanes.
These types of measures have been piloted in other jurisdictions. The messaging is
customizable, but typically warning / regulatory messages are provided to drivers by
way of these signs (i.e. speed limit, children at play, school zone etc.). Studies have
shown that the visual narrowing of the travelled lane along the roadway subconsciously
causes drivers to slow down by approximately 5 km/h.
It is recommended that they be installed in locations that fall within the following
parameters:
A minimum road width of 9.0 11.0 metres, depending on parking regulations.
That the road be classified as a local road or a minor collector
An average annual daily traffic less than 5000 vehicles per day
Some form of pedestrian generator in the area.
Signs should be spaced approximately 150 metres apart and at least three (3)
metres away from driveway accesses.
Should be removed in the winter season for roadway maintenance
Advantages.
th
5 km/h reduction in 85 percentile speeds.
Signs can utilize various messaging.
Disadvantages
Potential loss of on-street parking.
Cyclists may feel pinched by vehicles in the area of the posted signs.
*** This information is available in accessible formats upon request. ***
Please call 519-741-2345 or TTY 1-866-969-9994 for assistance.
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Damage to roadway through placement of the sign.
May negatively impact emergency services response time.
Maintenance cost.
It is recommended that the application of flexi-pole delineators be limited to a maximum
of four (4) signs per ward.These four (4) signs could be used at one location per ward,
or distributed to more than one location. The recommended locations will be determined
through one on one meetings between Transportation Services staff and each
Councillor.These signs will typically be installed in the spring (March/April) and
removed in the fall (October/November) as staffing permits.
OTHER MEASURES
Temporary and low cost traffic calming measures are an emerging segment in the
Transportation Engineering industry. Transportation Services will continue to research
measures as other viable solutions present themselves.
ALIGNMENT WITH CITY OF KITCHENER STRATEGIC PLAN:
Strategic Priority:3: Safe and Thriving Neighbourhoods.
Strategy:3.2: Create safer streets in our neighbourhoods through
new traffic calming approaches.
Strategic Action:NB39: Traffic Calming
FINANCIAL IMPLICATIONS:
The current low cost traffic calming capital budget has a balance of approximately
$24,000. It is recommended that the $10,000 cost to purchase two (2) radar speed
display signs in 2017 be taken from this budget.
The cost to purchase three (3) additional speed display signs will be approximately
$15,000 and will be purchased in early 2018, taken from the existing low cost traffic
calming budget.
The cost to purchase flexi-stake delineators for ten (10)identified roadways in 2018 is
approximately $15,000 and is recommended to be included in future budget
deliberations.
The flexi-stake delineator program will have an operating cost of approximately $10 000
in 2018 and is recommended to be included in future budget deliberations.
This proposal, if approved, will require operating budget support of $10,000 per annum
in 2019 and each year thereafter.
*** This information is available in accessible formats upon request. ***
Please call 519-741-2345 or TTY 1-866-969-9994 for assistance.
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COMMUNITY ENGAGEMENT:
INFORM
advance of the council / committee meeting.
SUMMARY:
The implementation of this low cost / seasonal traffic calming program will result in:
Radar speed display signs being posted at two locations in each ward in 2017.
Radar speed display signs being posted at 6-7 locations in each ward in 2018
and each year thereafter.
-installed on one (or more) roadway(s) in each ward
in 2018 and each year thereafter.
This program will provide members of Council and staff with further measures to
address speeding concerns across the City.
ACKNOWLEDGED BY: Justin Readman, Interim Executive Director
Infrastructure Services Department
*** This information is available in accessible formats upon request. ***
Please call 519-741-2345 or TTY 1-866-969-9994 for assistance.
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Date:
March 19, 2018
To:
Heritage KitchenerCommittee
From:
Leon Bensason, Coordinator, Cultural Heritage Planning
cc:
Subject:
Conservation Plan -120 Victoria Street South(Huck Glove)
Consultants from mcCallum Sather Architects will be in attendance to present a draft
Conservation Plan for the former Huck Glove factory located at 120 Victoria Street South. The
purpose of the Conservation Plan is to provide specific direction on how the heritage attributes
of the former Huck Glove factory should be conserved in the short, medium and long term.
While Conservation Plans are typically not presented to Heritage Kitchener, in this instance,
staff advised Heritage Kitchener at the March meeting that a draft of the Conservation Plan will
be presented for comment and input, given it is closely tied to a proposed Heritage Covenant
Agreement that will likely include related to the adaptive
re-use of the building.
A copy of the draft Conservation
the Heritage Kitchener agenda.
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March 2018
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Draft Conservation Plan
17069 | 114-120 Victoria Street S
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page 1page 5page 7page 9
cations
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conclusion
appendices
3.0
Window Details
Consultant Team Structural Letter
Table of Contents
1.0 introduction
table of contents
Executive Summary
Contact Information
2.0 conservation work
1.1 Introduction -
appendix d:
Conservation Plan Drawings
appendix b:
Baseline Documentation Report
2.4 Schedule of Values -
2.1 Short Term Measures -
2.3 Long Term Measures -
appendix c:
1.2 Conservation Principles -
1.3 Conservation Approach -
2.2 Medium Term Measures -
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appendix e:
appendix a:
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Huck Glove - 114-120 Victoria Street S
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clientconsultant
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T. 519 896 4992
F. 905.526.0906
T. 905.526.6700
157 Catharine St. N
Hamilton, ON L8L 4S4
Ontario, Canada N2J 2H2
24 Laurel Street, Waterloo,
Project Architect: Edge Architects
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Heritage Architect: mcCallumSather
Drew Hauser (drewh@mccallumsather.com)
Christina Karney (christinak@mccallumsather.com)
contact information
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executive summary
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executive summary
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Phase 1: Short Term (0-6 months from issuance of Building Permit for demolition) Partial Demolition Stabilization (Provide protections for temporary openings) Prepare for Future
Connections (Construction Staging) Phase 2: Medium Term (6-12 months from issuance of Building Permit for new building renovations) Roof Removal / Protections Provide new structural
columns and prepare for new enclosure Window Replacement Sill Repair / Replacement Re point/ replace brick in areas of deterioration Phase 3: Medium Term within 2 years from issuance
of Building Permit for new building Tie in to Addition Phase 4: Medium Term (End of Construction, within 6 months from issuance of occupancy or as soon as weather conditions permit)
Signage
Brick Signage
Other Exterior Lighting Phase 5: Long Term (Post Occupancy) Brick Cleaning (may be done in Phase 2 to avoid additional costs for mobilization.) Maintenance / Monitoring Structuring
the work in this way ensures that the building will be maintained in sound condition during construction and will meet the long term goals of
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cant elements;
ed in the Heritage Impact Assessment for Huck Glove, mcCallumSather,
Huck Glove - 114-120 Victoria Street S
This Conservation Plan (CP) for the Huck Glove redevelopment site is intended to capture the broad scope of the conservation work planned in the short, medium and long term. The CP has
been written in reference to the conservation principles September 2017 (HIA r1 January 2018), which were intended to allow the Maintain appropriate physical relationships and visual
settings that Preserve the historic character of the Huck Glove Building (as described in the HIA), do not over repair; Allow for new construction that relates to and conserves
the essential form and integrity of the Huck Glove Building; overall heritage value of the buildings; Apply minimal intervention wherever possible, repair rather than replace
building materials. Repair with like materials, restoring without altering the Allow for alterations (canopies, signage, new openings etc.)in a reversible manner; design additions
should be a contrast to distinguish new from old, and a compositional relationship with materials, scale etc. Undertaking maintenance should be a regular ongoing project to stabilize
the building fabric and to avoid major conservation projects in the future; and Document and record before, during and after any repairs to the existing buildings.The Conservation
work in 2.2 outlines the existing conditions and proposed work for masonry, roof, windows, doors, miscellaneous metals, signage, exterior lighting and phases.
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ce building located along
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oors and ceilings. It is our understanding that this report will
This Conservation Plan (CP) has been prepared at the request of City of Kitchener Coordinator of Cultural Heritage Planning, to provide heritage information relating to the conservation
of the Huck Glove building located at 114-120 Victoria Street South. The City of Kitchener Coordinator of Cultural Heritage Planning requested a CP to describe the overall vision
for the exterior restoration and rehabilitation work to discuss interior elements such as the serve as the basis for a Heritage Easement & Covenant Agreement which will be applied
to the building as a condition of heritage bonusing. It is intended to protect the building during the sites upcoming re-development. While the building is not currently listed or
designated, the City has indicated the intent to designate the property under Part IV of the Ontario Heritage Act upon project completion based on the recommendations of the HIA. The
HIA recognized the development including: 1. Roofline;2. Rectangular plan;3. Yellow brick construction;4. Bays separated by shallow buttressing;5. Segmentally arched window openings
with brick voussoirs; and,6. Stone sills7. Iron Tie Rod Anchor Plates (located where the buttress and interior floors meet) 8. Timber Post and Beam construction 9. Wood Floors and exposed
wood ceilings The Proposed Development is a mixed-use development on a property at the corner of Victoria Street South and Bramm Street in Kitchener. The proposed development forms
part of a broader comprehensive development together with the recently approved, and under construction, One Hundred Victoria project. The Proposed Development includes
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1.1 mcCallumSather has prepared this Conservation Plan as Heritage Consultant for the owner, 114-120 Victoria St South, and has developed this heritage conservation approach with reference
to the Parks Canada Standards and Guidelines for the Conservation of Historic Places, the Ministry of Cultures Ontario Heritage Tool Kit procedures, the Burra Charter and the following
Eight Guiding Principles in the Conservation of Built Heritage Properties. 1. Respect for documentary evidence2. Respect for original location 3. Respect for historic material4. Respect
for original fabric5. Respect for the buildings history6. Reversibly7. Legibility 8. Maintenance This report follows the City of Kitcheners intent to the designate of the property
under Part IV of the Ontario Heritage Act following the completion of the conservation and development of 114-120 Victoria Street South. This Conservation Plan should be read with
reference to: Heritage Impact Assessment, ( mcCallumSather January 2018
revised from September 2017); and Edge Architects Building Permit Drawing Set, December 20, 2017.The work will be reviewed on site by the heritage architect (mcCallumSather) for
general conformance with heritage guide lines and conservation notes described in this Conservation Plan.
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ciencies, discussion
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cations (including size, style, colour,
cations, type of mortar, etc.); and
cations for masonry cleaning (if required).
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ed in the Heritage Impact Assessment, mcCallumSather,
cations for anyone responsible for the conservation work; and
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of historical, current and proposed use; Recommendations for conservation measures and interventions, short or long term maintenance programs, implementation, and the Recommendations
for a maintenance and monitoring schedule. The coordinator of Cultural Heritage Planning has requested information on the following: etc.); The relationship and connection details
of new stairs and new bridges to the heritage attributes (scale, material, colour, reversibly etc.); The relationship and connection details of new building addition over top and
to the north of the heritage attributes (scale, material, colour, structure); The conservation approach to respond to heritage attributes as (January 2018
revised from September 2017);
ed design.
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ce building consists of the expansion and adaptive re-use of an
cation of the conservation principles appropriate for the type of
er a contemporary spin on downtown Kitcheners well known brick and beam
Huck Glove - 114-120 Victoria Street S
Victoria Street South and incorporating the existing original 1907 Huck Glove building, and a 26-storey mixed retail and residential tower behind the 6-storey building toward the rear
of the site. The mixed use residential building draws on the design features of the 100 Victoria The curved glazed wall element weaves in and around the podiums brick cladding system
to extend the undulating streetscape and enhance the pedestrian realm. The brick cladding system makes reference back to the industrial brick buildings within the district while still
maintaining a distinct and contemporary identity. The tower complements the neighbouring buildings with a brick and window wall façade featuring a strong architectural projection element.
This element provides both functional screen walls for the building as well as integrates the tower rooftop mechanical equipment into the façade. existing 3 storey brick and beam building
at the corner of Victoria Street & Bramm Street in downtown Kitchener. The proposed expansion above and adjacent to the existing brick warehouse spaces. By preserving the existing
character of the site and infusing it with state of the art new building systems and amenities, this facility will become an iconic destination for business growth and urban revitalization.
The CP is written in reference to the Ontario Ministry of Cultures document Heritage Resources in the Land Use Planning Process, InfoSheet #5, Heritage Impact Assessment and Conservation
Plans. The intent of this CP is therefore to provide the following information: cultural heri tage resource being conserved; Analysis of the cultural heritage resource, including documentation
of the resource, descriptions of cultural heritage value or interest,
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ning elements or heritage
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cations.
as they have informed the design direction.
cant elements.
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Minimal intervention wherever possible, repair rather than replace building materials. Repair with like materials, restoring without altering the integrity of Alterations (
canopies, signage, new openings etc.) should be reversible Maintenance should be a regular ongoing project to stabilize the building fabric and to avoid major conservation projects
in the future. Document and record before, during and after any repairs to the existing buildings.The following principles have been derived from the Eight Guiding Principles in the
conservation of heritage properties from the Government of Ontarios Misitry of Culture (2007 Documentation attributes of a property prior to undertaking work (restoration, rehabilitation
or regular maintenance as part of preservation), documenting features of a site prior to their loss or removal, or keeping documentation of changes or alteration made to a site. Documentation
may include photographs, detailed drawings, plans or reports.Documentation also refers to making use of available documentation, including photographs, drawings or physical evidence
or appropriate similar examples when undertaking rehabilitation or restoration. This ensures that restored or replaced elements of the site are appropriate in character and context.In
this case, we were unable to uncover original photographs to give clear indication on the divisions of the original windows, thus we used adjacent properties and knowledge of construction
techniques of buildings of a similar era and design. Our recommendation given the existing window openings sizes building age and typology, and adjacent references would be to recommend
windows with divisions (4 over 4).
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Heritage Impact Assessment for Huck Glove, mcCallumSather, September 2017 (HIA r1 January 2018), which were intended to allow the conservation of the propertys Maintain appropriate
physical relationships and visual settings that Preserve the historic character of the Huck Glove Building (as described in the HIA), do not over repair; Allow for new construction
that relates to and conserves the essential form and integrity of the Huck Glove Building; overall heritage value of the buildings; Apply minimal intervention wherever possible,
repair rather than replace building materials. Repair with like materials, restoring without altering the Allow for alterations (canopies, signage, new openings etc.)in a reversible
manner; design additions should be a contrast to distinguish new from old, and a compositional relationship with materials, scale etc. Undertaking maintenance should be a regular
ongoing project to stabilize the building fabric and to avoid major conservation projects in the future; and Document and record before, during and after any repairs to the existing
buildings.to the original building (windows) and the points of connection between new and old to ensure that the details appropriately manage concerns of durability and reversibly.
The conservation strategy also applies to interior elements such as the structure because these details are directly related to the stability required to ensure the exterior elements
are protected.
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nd continued or adaptive re-use of cultural heritage
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conservation principles
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cations that blur the distinction or attempt to replicate historic styles are
Legibility New design added to heritage resources should be distinguishable from the old. discouraged. New elements should be complimentary as not to overwhelm the character of the historic
resource.The proposed addition encompasses a six-storey expansion to the north of the original building and three storeys above. The exterior materiality of the proposed addition is
intended to contrast the Huck Glove factory building to ensure legibility between old and new elements. Similarly, new interior elements are intended to be modern in nature and contrast
original materials rather than mimic them particularly in the interstitial space between the original building and addition. Maintenance Regular maintenance is necessary to preserve
the cultural heritage resource. Regular and careful upkeep can minimize later needs for costly and involved restoration. Condition of the cultural heritage resource should be monitored
on a regular basis, and minimal intervention (gentle techniques) should be exercised when repair or maintenance is needed. See section 2.3 for details on the proposed maintenance and
monitoring plan. Continued use resources in order to ensure regular maintenance and the relevance of the resource. This may mean new additions to the property that maintain the integrity
of the heritage asset while allowing for growth and change. Maintenance or alterations required by new or continuing use of the site should abide by the aforementioned principles.
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Huck Glove - 114-120 Victoria Street S
Respect for the buildings history cultural heritage resource. Restoration to one period over another or removal of elements to accomplish this may be discouraged.Respect for Original
Fabric conserved, rather than replaced, except when absolutely necessary. Minimal intervention is necessary to maintain the condition of historic material. Brick will be salvaged from
any demolition scope in order to ensure that repairs can be made with brick from the site as much as possible. Respect for Historic Material conserved. Minimal intervention is necessary
to maintain the condition of historic material.Reversibly could be returned to its earlier state at a later time. This may include removable additions that could be removed without
damaging the structure or integrity of the resource, or detailed documentation and storage of elements that may be removed.Proposed additions and items such as signage and lighting
recommend a methodology that would make the changes reversible.
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Site Plan: Building 'A'
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Source: ACI Survey Consultants - Survey Building Plan (14.11.24)
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Colour)
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Legend: Metal Flashing Rectangular Plan with Post and Beam Structure Structured Bays Original Window Opening locations (windows are not original)
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Building Orientation Diagram
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Analysis and Recommendations In general the observations and recommendations included in this Conservation Plan are to provide a current overall vision for the exterior and interior
work on the Huck Glove building. As described in the HIA, ongoing assessment will be undertaken in tandem with the building rehabilitation. As the development schedule for the entire
building complex will be phased, the assessment of the building will be an ongoing process. The intent of this analysis and recommendation section is to provide a current snapshot of
the building conditions and proposed work.carried out preliminary inspections of the exterior envelope of the Huck Glove comprehensive review will be completed to create a baseline
documentation report for inclusion in the Heritage Easement and Covenant Agreement. The conservation work will occur on all four elevations but it should be noted that the north elevation,
which was once an exterior face, will become an interior wall in the new development.The conservation work described in this Conservation Plan will be executed by sheritage masonry
structures. Paint should be selected from a reputable masonry coating company with experience and expertise in this area. As the windows are not original, the replacements may be aluminum
frames and provided by a supplier with reputable heritage experience.
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The masonry restoration work will be completed as required to maintain the building in good condition. This light-touch approach will contribute to maintaining the industrial character
and patina (of age) of the building. Masonry repairs include brick and sill replacement and repair, repointing and cleaning and will generally occur as part of the medium term conservation
work. The masonry cleaning is not as critical to maintain the building in its current condition, but may be combined with the rest of the masonry scope in order to minimize the costs
of re-mobilization
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MASONRY Existing Conditions: interior. The condition of the exterior brick is generally in good condition on the upper levels. There are some areas of spalling and cracking at the base
where the sill detail between the basement level and level 2. Some areas have a sheet metal covering (similar to the metal wrapping the window sills) and others have since had the metal
removed with some adhesive still remaining. The brick in these areas should have selective replacement, repair and repointing. Additionally, there are some areas of tagging near grade,
and staining where there are metal connections Proposed Approach: protection of exterior masonry: Complete an overall evaluation of the condition of the masonry to Prevent water
penetration and ensure proper water drainage away from the original fabric. Clean only when necessary to stop deterioration or remove heavy soiling, Whenever possible, retain
and restore sound exterior masonry elements. Repairs should be visibly and physically compatible with existing building fabric. When restoring masonry, replacement elements should
seek to match existing in material, form, detailing Repoint using soft, limed-based mortar that matches existing
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the windo
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xed windows to match in appearance. The colour of the
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Refer to Appendix d for window cut sheets which illustrate
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The new windows are proposed to be a commercial style aluminum frame unit to frame at the exterior should be iron ore or black to complement the existing bricktype being considered and
do not represent details from the fabricator. achieve a cohesive aesthetic compatibility to the character of the surrounding brick.
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cally applied to the replacement windows:
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cant building element that may contribute to its
Huck Glove - 114-120 Victoria Street S
DOORS AND WINDOWSExisting Conditions: Windows and doors are not original. It is suspected that the original windows would be double hung with divisions. Existing windows are mostly
intact, but it is recommended that they be replaced for better performance as well as for heritage aesthetics. Proposed Approach: Replacement units should be compatible in appearance
with the character of the original windows and not the current windows. Since we have been unable to obtain archival photographs to describe their original appearance we have
assumed that they would have been four over four division which is consistent with other remaining buildings of this type and age in the local area. Connections details should
be designed to prevent water penetration and ensure proper water drainage (Durability of Building Envelope). heritage character. Here, the existing windows are not original and detract
from the cultural value of the building. As such, new windows are to provided that will be visually compatible with the masonry structure. The window and door replacements are proposed
to be part of the medium term work. The scope of demolition should be coordinated so that adequate protection is provided to the openings as the existing windows are removed.
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cant architectural elements.
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orts must be made to locate signage with regard to the heritage
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Location Preference should be given to locations that preserve and respond to the rhythm and proportions of the building façade.Signage should be located in areas of the building that
have traditionally been used for signage
on store fronts, typically above the display window(s) and below attributes of the property.Quantity Avoid excessive numbers of signs or ad hoc clustering of multiple signs on a single
building façade.Materials Materials used for signage should be high quality and compatible with the heritage property. Plastic or neon signs are generally not appropriate. Materials
should be noted on any drawings submitted.Lighting Signage lighting should come from an external source, although halo-lit may be appropriate. Digital display screens and sign boxes
are discouraged. Lighting sources should be noted on any drawing submitted. Attachment
Signage should not result in any direct or indirect harm to the building, including degradation, corrosion or decay. On masonry buildings, non-corrosive fasteners should be located in
the mortar joints (preferably at the intersection of the joints). Anchors should not be inserted into the face of masonry units. All fastening details
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mccallumsatherpage 8
xed directly on a heritage building. Corporate signage should be adapted to be
SIGNAGE.Existing Conditions: The building has a painted sign on the east (Victoria Street) and south facade which has been painted over in black. Proposed Approach: The Owner intends
to restore the original painted sign and will work with a contractor (mason and painter) to determine the best method to remove the new paint and limit the damage to the original painted
sign. If restoring the original sign is not possible due to existing conditions, the second option is removing the paint and re-painting the sign to match existing.New signage should
be of a contemporary design and visually distinct from the heritage building. Signage should respect the overall design and physical integrity of the property and the streetscape. It
should be compatible with the character of the heritage property and should not detract from any important features. Signage should be subordinate with minimal visual impact to the
property. heritage values and attributes of the property. In general, individual letters mounted on a rail/carrier box or channel letters and logos are preferred where signage is to
be compatible with a heritage property. Design Design of exterior signage to complement the proportions, size and architectural style of the building
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page 9
x to free-
conservation plan
ttings and running
ning elements ; or
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ttings;
tting for emergency lighting.
ttings where there is photographic or
ttings;
ttings where originals do not survive and there is no
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ttings that do no suit the character of the place; and
x emergency lights on older walls without concealing the battery pack.
tting and cables unobtrusively, so they do not spoil or damage the appearance
context. In developing the lighting scheme, care should be taken to position light Lighting Checklist Do: minimize the extent of cutting or drilling for new wiring; use pull switches
to avoid wall-mounting switches or chasing into masonry; consider maintaining and/or creating light levels appropriate to the character of the spaces; documentary evidence of
originals; photographic or documentary evidence of them; locate emergency lighting discreetly; and Avoid: use of high levels of lighting.Do Not: new wiring; attach exterior
lighting to the building with details that are not; reversible or could cause rust;
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tting per room. This may not
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cient for todays needs and the lighting in historic buildings may require
LIGHTING Existing Conditions: The building has no existing exterior lighting anchored to the building. As the building is unoccupied, it is not illuminated from within. Proposed Approach:
Historic lighting levels were much lower than todays expectations. Early lighting upgrading. Upgrading and installing new lighting requires special care and planning to avoid impairing
the character, appearance or integrity of the place.Exterior lighting Exterior lighting may be used to highlight an important building or to provide enhanced security. There are two
common approaches to lighting heritage buildings:1. Wash the entire building with light to increase visual presence2. Light in select locations to highlight key architectural features.
In the second option, the opportunity is the use light to animate the best features of the building and bring a new awareness to its character in a more contemporary
Huck Glove - 114-120 Victoria Street S
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Source: Edge Architects - IFP Set (17.12.20)Demolition Plans
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Proposed Demolition
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page 11
conservation plan
oors for the addition connections.
cracking / damage to the structure. If
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2.1
Stabilization Stabilization measures will be ongoing as long as the Huck Glove building and the proposed development are in construction. Monitoring should occur on site during construction
to ensure that vibration is not creating any additional cracking is observed, targeted repairs may be required prior to the work described in the medium term measures for masonry
repair and replacement. Temporary protections will be required to protect the site during construction such as hoarding or fencing at the perimeter, as well as at all openings that
occur as a result of the phasing from demolition into the full construction scope / rehabilitation work described in the medium term measures. Areas that this may be required would
be for the window replacement, door replacements, openings for future connections and at the roof structure to
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nishes recommended if feasible but may be
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Huck Glove - 114-120 Victoria Street S
SHORT TERM Partial Demolition The proposed development shows that the original Huck Glove building will be retained and only non-original additions will be removed and selected areas
of building fabric to enable connection to the addition. In preparation of future connections, there will be selective demolition of the following areas: Rear addition: The one storey
building attached at the back of the building. Original openings located on the interior elevation will be reinstated as part of the restored west facade. North addition and roof
access: removed as it is no longer a functioning component. The brick on these sections matches the building to remain and will be salvaged for any required repairs or replacement.
East Elevation: Concrete Stairs, railings and doors will be removed to make room for the proposed right of way. Repairs to be done on the brick facade to remain, and a new painted
hollow frames. Structure: As the load of the proposed development exceeds the limits of the current design, new structure is proposed. Some sections of the post and beam connections
will be maintained, but some select columns will be removed to accommodate the new grid. The post and beam structure should be salvaged for reuse. removed due to disruption from
new structural tie-ins. See demolition drawing and notes (left) for more informaiton..
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Level 1 South Elevation: Metal has been removed from stone sill and shows signs of water damage. Spalling and damaged brick are concentrated at these locations.
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mccallumsatherpage 12
Level 1 East Elevation: Windows with metal capped sills.
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page 13
guration for
conservation plan
ashings at parapet
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medium term measures
le of the exterior windows.
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oors Level 1-3 replace all of the existing windows on
xed windows to address the Ontario Building Code (OBC) requirement
Detail of clerestory glazing at the top of the parapet to be reviewed for weathertightness. with new to match existing in material and detail. Selective masonry repair to damaged
and deteriorated parapets prior to installation of clerestory glazing where the new addition is attached Windows: Existing Levels 1-3. Basement windows are also not believed to be
original. Frames are aluminum, colour is commercial brown. Windows: Proposed Replace all windows at the basement to match existing appearance. A new detail of the metal mesh to
be applied to ensure that the building is secure. exterior elevations (east, south and west) with new windows in existing openings with new aluminum frame, colour to be black or
iron ore double hung windows with 4 over 4 and a window frame provided to be appropriate for the buildings age and style. All window openings that have become interior space
will be replaced by for sprinklering an interconnected space and would match the colour and Doors: Existing The existing door on Victoria Street South is not original (anodized metal
with glazing), and the existing door on Bramm Street (south) is not original (wood with glazing units). Since they do not match the existing character of the building, they will both
be replaced.
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ciencies in almost all structural
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with some isolated leaks. It is currently stable
ning elements of the building, it is intended that these
Huck Glove - 114-120 Victoria Street S
Structure: Existing The existing timber post and beam structure is characteristic of the industrial vernacular of the local area. The Structural engineer has determined that the existing
structure is not adequate to bear the load of the proposed 3 storey members for the required loading, in some cases as high as 300% overstressed based on current Ontario Building Code
loading. The existing columns worked for (See appendix b) Structure: Proposed Once the new structure has been inserted within the remaining building, the existing columns and
beams will be removed as they are no longer required structurally. Since they are character elements are salvaged and re-incorporated within the building, or re- directed
to another project. Further assessment will be required to determine feasibility, but the owner intends to salvage the timber beams for reuse as concrete formwork or alternatively,
for millwork / furniture elements.Roof: Existing The roof is generally in fair conditionbut will require replacement to allow for building rehabilitation. Roof: Proposed The roof will
be completely removed in order to tie into the three storey addition above. The parapet detail should be reviewed to protect from potential water damage. Ongoing monitoring will occur
during construction to ensure that the roof is weathertight before the connections are made.
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Interior Finishes: Wood Ceilings and FloorsWindows (Interior)Structure: Post and Beam
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Existing Doors on South Facades at the Fire EscapeExisting Door East Facade - to be removed due to road widening.
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oor and
page 15
conservation plan
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nes parameters of design, location, quantity, materials,
nished concrete New and existing steel connection
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for the signage approach proposed by the Owner.
Appendix e
Signage: Existing On the North and East Facades there is a signage bar is painted black where the original Huck Glove Co was painted on the building with lettering. This was done under
previous ownership. Currently there is no existing tenant signage on the building but a vinyl graphic on a glass door facing Victoria Street. Signage : Proposed The intent is to install
new signage as required for new tenants. Refer to lighting and appropriate methods of attachment. The painted signage with the words Huck Glove Co that has been painted
over will be restored on the east elevation (along Victoria). Finishes: Existing wood ceiling. Conditions vary from good to poor. Finishes: Proposed the ceilings will be a combination
of exposed existing wood structure plates and brackets will also be visible in the ceiling. salvaged and reused as decorative elements if possible (i.e. ceilings, millwork / casework,
furniture, etc.).
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nish and / or
to be consistent with replacement
ement based pointing, deteriorated D
ti, paint, and general surface soiling.
ll the area of the garage doors. However,
cation.
cations.
oor at location of the removed 1-storey building addition.
Huck Glove - 114-120 Victoria Street S
Doors: Proposed Provide new doors at existing door openings. New door painted hollow frames. Appearance windows. Masonry: Existing The masonry is generally in sound condition,
however, there are areas of deterioration including; spalled bricks, c Masonry: Proposed Selective cleaning in areas with heavy soiling to provide a consistent appear ance of the
elevations. Refer to Appendix e for masonry Selective painting in areas with existing paint to provide a consistent to the appearance of the elevations. Paint to be a breathable,
water-repellent masonry coating. Selective repointing and brick replacement at areas of damage caused by demolition, the installation of new openings and areas of severe mortar
joint deterioration. Refer to Appendix e for masonry The 1-storey building additions at the north and west elevation will be removed. New openings are proposed at the south elevation
ground This work will be executed by a skilled mason with at least 5 years of experience in masonry restoration. Bricks will be salvaged from additional new brick will be required.
The new brick will match the existing in colour, texture and dimensions.
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nement and approval
Source: Edge Architects - (Rendering 17.10.25)*subject to re
through the Site Plan Approval process”.
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mccallumsatherpage 16
south east corner (victoria st s and bramm st)
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ned
page 17
conservation plan
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modern in nature and contrast original
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New Interventions - Addition The proposed addition encompasses a six-storey expansion to the North of the original building and three storeys above. The addition is compatible to the
original building in proportion and rhythm, drawing from solid to void ratio and the horizontal datums of the Huck Glove building and industrial vernacular. The exterior materiality
of the proposed addition is intended to contrast the Huck Glove factory building to ensure legibility between old and new elements. Similarly, new interior elements are intended to
be materials rather than mimic them, particularly in the interstitial space between the original building and addition. The interior materials are contemporary and use authentic materials.
The proposed ceiling material is wood which is inspired by the original building. A two storey glass enclosed bridge element is proposed to cross the atrium connecting the Second and
Third Floors of the old and new building while allowing free pedestrian movement on the Ground Floor level. The alteration to the original fabric is kept minimal. The proposed architectural
openings at the bridge connection by the location of existing window openings. The proposed stair also connects the original building to the atrium space. Details for these connective
elements will be designed to minimize damage to the original brick and be reversible where possible. Site Work The work is proposed to include the addition of new planting and hard
landscaping. All regrading will be executed to drain away from the existing buildings with a minimum 2% slope to the hard surfaces, ie. paving. Materials used are proposed to be sensitive
to the existing characteristics of the site.
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nement and approval
Huck Glove - 114-120 Victoria Street S
Source: Edge Architects - (Rendering 17.12.04)*subject to rethrough the Site Plan Approval process”.
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nement and approval
Source: Edge Architects - (Rendering 17.10.25)*subject to re
through the Site Plan Approval process”.
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mccallumsatherpage 18
south west corner (victoria st s)
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page 19
conservation plan
cienciesif any
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ashings, windows and doors.
long term measures
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damage related to vandalism, the elements / weather, animals and general occupancy. Repair will be done as needed. Every 5 years, the Owner will conduct a more detailed Condition Assessment
to Warranty Inspection & Condition Assessment Inspections During the year after occupancy, a warranty inspection will be carried out to exterior and interior restoration work.structured
Condition Assessments will be scheduled to thoroughly evaluate the condition of the entire building envelope on an ongoing basis. These assessments will be carried out by a professional
consultant, experienced in the evaluation of heritage masonry and roof. A detailed Condition Assessment Report will be prepared for each assessment and photographs will be provided
to record the observed conditions. Recommendations will be made within the report regarding any intervention strategies considered to be necessary and the next scheduled visit will
be determined..
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ed and interventions
ushed from the entrances
ed masonry contractor. Both these
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ed and actioned.
Huck Glove - 114-120 Victoria Street S
Statement The Owner will monitor and respond to changes in the condition of the exterior fabric of the original Huck Glove building. The primary objective will be to ensure that any
maintenance issues can be addressed on a proactive basis, before the need for further major restoration. Maintenance Maintenance will consist of routine clean up to prevent accelerated
deterioration and potential saturation zones in the event that drainage away from the masonry as soon as weather permits. Damaged or deteriorated caulked joints will be cut out and
re-caulked by an experienced sealant company and small localized repointing latter two items will utilize the named products used for the restoration work Monitoring Strategy The Owner
will be responsible for monitoring the condition of as much of the building fabric that can be observed from grade level from the public realm and elevated vantage points. In are required
to be implemented to ensure the stability of the building, a meeting will take place between relevant City departments and appropriate committees to determine an appropriate scope
of work and schedule. The monitoring program will record the presence and locations of any deteriorated mortar or caulked joints, as well as cracks. The condition of window millwork
will be assessed and recorded, and the need for repainting or touch-up work clearly An annual inspection of the building envelope will occur to look for / address
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Cost rough estimate
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ll of 1 Door and Exterior Stair (East)
ItemPHASE 1: SHORT TERM Demolition of building additions Temporary Protections for openings PHASE 2 -5 : MEDIUM & LONG TERMMasonry (Replacement, Repointing, Cleaning and Painting) locations
Brick Repointing at select locations Brick Cleaning at select locationsBrick Painting at select locations Roof (Demolition and Enclosure)Repair ParapetDemolition and Temporary Protections
Doors (Replacement) Replace 2 Exterior Doors (South)Windows (Replacement and Sill Repair)(54) Type W-5 (Level 2 & 3 Exterior)(16) Type W-6 (Level 2 & 3 Interior)(26) Type W-7 (Level
1 Exterior)(5) Type W-9 (Level 1 Interior) (25) Basement
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schedule of values
mccallumsatherpage 20
2.4
Values are not required to be submitted at this stage fpr a Letter of Credit given proposed conservation scope of work that will be outlined prior to construction.
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page 21
conservation plan
conclusion
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ed but could occur at the end of
ed to remove rust stains at locations near the tie
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cant for re-instating the building as active and occupied but are not
process to stabilize the envelope. During the window replacement, the sheet metal wrapping the stone sills would be removed to reveal the original condition. Repair or replacement would
occur on any sills that show signs of damage. Prior to tieing into the addition, the roof will be removed and temporarily protected to tie in new structural columns. Phase 3: Medium
Term within 2 years from issuance of Building Permit for new building) Tie in to Addition Phase 4: Medium Term (End of Construction, within 6 months from issuance of occupancy or
as soon as weather conditions permit) Signage
Brick Signage
Other Exterior Lighting construction or post occupancy include items relating to signage and lighting. These required for occupancy. However this work may be disruptive to future
tenants and may occur earlier. Phase 5: Long Term (Post Occupancy) Brick Cleaning Maintenance / Monitoring are not required for occupancy but would form part of the long term conservation
work of the building but may occur earlier to avoid re-mobilization costs.
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Huck Glove - 114-120 Victoria Street S
The rehabilitation of the Huck Glove building follows a light touch approach on the street-facing facades. More extensive alterations are proposed for the North facades where it connects
to the proposed addition that extends to the north and overtop of the existing buildings by three storeys. The intent is to complete the work with minimal intervention, in keeping
with the Parks Canada, Standards and Guidelines for the Conservation of Historic Places in Canada. The interiors are more substantially altered (structure is replaced) to take on the
increased load. The following phasing approach is proposed to complete the conservation work outlined in this report: Phase 1: Short Term (0-6 months from issuance of Building Permit
for demolition) Partial Demolition Stabilization (Provide protections for temporary openings) Prepare for Future Connections (Construction Staging) step to remove additions and
prepare the site for work. As this work is complete, the owner will provide temporary protections for any remaining openings until the building is fully enclosed. Phase 2: Medium Term
(6-12 months from issuance of Building Permit for new building renovations) Roof Removal / Protections Provide new Structural columns and prepare for new enclosure Window Replacement
Sill Repair / Replacement Re point/ replace brick in areas of deterioration While the building is generally in good condition, selective repointing and brick repair would protect
from further deterioration. As some of the existing windows have cracks and failing seals, window replacement would also be done earlier in the
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March 2018
Appendices
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17069 | 114-120 Victoria Street S
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mccallumsather page ii
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page iii
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Huck Glove - 114-120 Victoria Street S
south east corner (victoria st s and bramm st)
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baseline documentation
appendix a A
Historical Description Henry A. Hagen learned the shirt cutting trade from Horace Messett while working for the Messett Shirt Company in the Town of Berlin. In 1891, Henry Hagen, Henry
S. Boehmer and his son A. O. Boehmer bought the assets of a shirt company that Horace Messett had operated in Galt. Henry Hagen owned the machinery and moved it from Galt to Berlin
where the three men formed the Berlin Shirt & Collar Company.Henry Hagen established the Hagen Shirt & Collar Company sometime in the early 1900s. It was located in the heart of Berlins
business district. In 1906, Henry built a building at 122-130 Wilmot (Victoria) Street, after selling his interest in the Berlin Shirt & Collar Company to John Lang who operated the
Lang Shirt Company. After Mr. Langs death, the company became the Miller-Lang Shirt Company. Hagens building on Wilmot Street had a frontage of 65 feet and ran to a depth of 120
incorporated to form the Hagen Shirt & Collar Company Limited, manufacturing went into the shoe store business with A. Sippel under the name of Sippel & Hagen. By 1908, the Hagen Shirt
& Collar Company Limiteds trade had been extended west in 1910, it purchased the Hagen companys equipment and went on to establish John Forsyth Limited. The Miller-Lang company for
a period of time operated out of the Hagen building on Victoria Street until the building was taken over by the Huck Glove Company in 1937.in 1880, in the Town of Berlin making furniture
and kid gloves. After Erbs death in become the Huck Glove Company. A building located at 122-123 Victoria Street South and built by the Hagen Shirt & Collar Company, was occupied
by the Huck
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mccallumsather page iv
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page v
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Huck Glove - 114-120 Victoria Street S Existing Elevations
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In the year 2000, Huck Glove Group Company Limited had an operation size of 32,000 square feet. It employed twenty-two (22) people, manufactured leather gloves and mitts, being distributors
of PVC, nitrile, neoprene, kevlar, cotton knit, vinyl, and latex. They were importers of leather, PVC, vinyl, cotton, and jersey and South in Kitchener. Still located on Victoria
Street South in the City of Kitchener, the building is currently vacant is owned by 114-120 Victoria Street South Inc. Architectural Description 120 Victoria Street South is a three
storey early 20th century building built in the Industrial Vernacular architectural style. The building is situated on a 0.95 acre parcel of land located on the west side of Victoria
Street South between Bramm Street and Joseph Street in the City Commercial Core Planning Community of the City of Kitchener within the Region of Waterloo. Its design and physical values
relate to the Industrial Vernacular architectural style which are in good condition with many intact original elements. The building features: rectangular plan; yellow brick construction;
four bays on the Victoria Street elevation (front) and rear elevations, and six bays on the long elevations to the north and south separated by shallow buttressing; segmentally arched
window openings with brick voussoirs; and, stone sills. Until 2009, the front and side elevation of the building featured sign banding that read The Huck Glove Co. Ltd.. The Tie Rod
Anchor Plates around the exterior buildings are also a characteristic feature of industrial buildings with brick exterior and timber construction.This style of architecture is characterized
by a cube-like structure of substantial form with a symmetrical arrangement of the façade, organized into distinct vertical divisions by shallow buttressing. The Basement, Ground Floor
and Upper Floors height. The windows at the basement are single sliding windows that follow the vandalism, the windows are covered with a metal mesh matching the window frame colour
(commercial brown) and the material at the base is a concrete block painted white.
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page vii
: appendix a
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Huck Glove - 114-120 Victoria Street S
Level 1Basement
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: appendix a
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Structural Description The structural system of the timber post and beam structure with brick masonry walls is characteristic of the industrial vernacular. The basement level is constructed
there are areas of water which will require further review and resolution. Level 1 is located several feet above grade and has the highest ceiling height. Level 2 and structural system.
There vertical protusion extending from the parapet wall is for the roof access and elevator overrun. stable, however there are some locations of cracks (see left) and some areas have
required additional support. The posts connect to the breams through a riveted steel connection. Water damage appears to be concentrated at these connection points.Interior Finishes
wood ceiling. Conditions vary from good to poor. The interior partitions are clad with painted wood. this surface is generally in good condition, however some areas have hairline cracks,
typically concentrated around window openings. These cracks are likely a result of water getting in behind the surface at the window frames.
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mccallumsather page viii
darker tone brick at the buttress corners and window openings. The addition at the in the Warehouse district and speaks to a local vernacular. Exterior Elements Door and Windows: Windows
and doors are not original. It is suspected that the original windows would have been one over one double hung with wood frames. Existing windows are mostly intact, but it is recommended
that they be replaced for better performance as well as for heritage aesthetics. on the interior. The condition of the exterior brick is generally in good condition on the upper levels.
There are some areas of spalling and cracking at the base where the sill detail between the basement level and level 2. Some areas have a sheet metal covering (similar to the metal
wrapping the window sills) and others have since had the metal removed with some adhesive still remaining. The brick in these areas should have selective replacement, repair and repointing.
Additionally, there are some areas of tagging near grade, and staining where there are metal connections
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page ix
: appendix a
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Level 2 Structure
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Huck Glove - 114-120 Victoria Street S
Level 2 and 3 Finishes and Details Level 3 Structure
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Level 3Level 2
Roof Plan
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mccallumsather page x
Level 1Basement
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page xi
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3a4a
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esignated building of interest
les St. W (The Tannery les St. W (The Tannery
t (Lang Smokestack)
nated building of interest)
art IV Designation art V Designation (district)
Listed PropertiesPPNon- D
ichael Street
Victoria Street S (subject Site - Victoria Street S
Victoria St. Street S
omplex) South East Corneromplex) South West Corner
120 non desig10 M113-151 CharC113-151 CharC195 Joseph S 72 127
Huck Glove - 114-120 Victoria Street S
Legend 1 2 3a 3b 4 56* Project under review
Source: Map by mcCallum Sather using google map and PARTS Central Plan 2016.
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6
(5) 72 Victoria St.
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esidential HCD, Victoria Park.
Forms part of a cohesive industrial architectural street wall facing adjacent rMaintains visual connection to other heritage buildings (see image above)
A
Huck Glove on Victoria Street South - Visual connection along the street to (3) Lang Tannery Building, Street S and (6)127 Victoria Street S.Cultural Heritage Landscape The Huck Glove
building commands a strong physical and visual presence on the southeast corner of Victoria Street South and Bramm Street and at the terminus of Micheal Street. The building is located
at the edge of the area known as the Warehouse District CHL sharing many of the physical and contextual relationships of building constructed in this era and for this use. Like many
other industrial buildings, it is in close proximity to a residential area where factory workers typically lived. While there are many buildings of historic interest (with varying degrees
of designation), those compositions (punched windows organized within vertical structural bays). Since no historic photos of the Huck Glove building were recovered, these buildings
serve as examples of how to treat the window divisions (one over one). Landscape Attributes
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page xiii
appendices
March 3, 2017
% Capacity% Capacity% Capacity% Capacity% Capacity% Capacity
JOB NAME
March 03, 2017
120 Victoria Street
100 psf Load (kN)100 psf Load (kN)100 psf Load (kN)
100 psf Load (kPa)
100 psf Load (kNm)100 psf Load (kNm)
P2 LEVEL FRAMING PLAN
Date:
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% Capacity% Capacity% Capacity% Capacity% Capacity% Capacity
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75 psf Load (kN)75 psf Load (kN)75 psf Load (kN)
75 psf Load (kPa)
75 psf Load (kNm)75 psf Load (kNm)
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% Capacity% Capacity% Capacity% Capacity% Capacity% Capacity
Beam Shear Loading
Purlin Shear Loading
Column Axial Loading
Beam Flexural Loading
Purlin Flexural LoadingPlank Uniform Loading
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Plank Dim. (mm x mm)Capacity (kPa)50 psf Load (kPa)
Beam Dim. (mm x mm)Capacity (kNm)50 psf Load (kNm)Beam Dim. (mm x mm)Capacity (kN)50 psf Load (kN)
Purlin Dim. (mm x mm)Capacity (kNm)50 psf Load (kNm)Purlin Dim. (mm x mm)Capacity (kN)50 psf Load (kN)
Column Dim. (mm x mm)
nd
rd
rdrd
ndnd
- 3
33
22
- Roof
nd
LevelLevelLevelLevelLevelLevel
rd
2GroundGround
3
All LevelsAll LevelsAll Levels
B1 - Ground
Ground - 2
Huck Glove - 114-120 Victoria Street S
2 - 43
T
structural letter
appendix b
F
A
R
D
mccallumsather page xiv
2 - 44
21
/0
8
page xv
appendices
DATE 201
PAGE 02070.
Huck Glove Building
–
Momentum Partnership
T
END OF SECTION
F
Hand over such items to Owner or other designated representative, and obtain a signed receipt for the goods listed.Notify Heritage Consultants of any unusual material, configuration,
etc. encountered during excavation work that may be of archaeological importance. Do not resume work until inspected by Heritage Consultant.
1.5.2.1.5.3.
SECTION 02070 HERITAGE SPECIAL PROCEDURES McCALLUM SATHER ARCHITECTS INC.
A
11
/0
8
DATE 201
PAGE 02070.
Huck Glove Building
R
–
photographs taken by
See
.
Momentum Partnership
.
red in its current location.
D
repai
general term covering any act made to protect, safeguard or pass on
the existing original building fabric with salvaged materials from
pair
, buried or not, found during demolition, are the property of the Owner. The exact
which identifies the locations of cracks and deteriorated brick that will be repaired
Conservation: aa heritage artifact or building elementRestoration: where a building element is returned to the appearance of an earlier time by removing later material and/or replacing
missing parts and details.Reconstruction: Where a building element that no longer exists is reproduced using new construction.Repair: Where a building element is returned to its former
condition, following deterioration ordamage, without altering its original appearance or detail.Heritage Fabric: all existing fabric that is described to remain and all supporting elements.
chitects
GENERALGENERAL REQUIREMENTS Division 1, General and Supplementary Conditions, is part of this Section and shall apply as if repeated here.HERITAGE DEFINITIONS For this project, Heritage
Conservation terms shall have the following meaning:INTENT OF HERITAGE WORK The existing building is to be RECONSTRUCTION OF THE HERITAGE FABRIC The intent is to rethe original façadeor
approved alternatives where applicableMake all repairs using materials and methods of fastening which match the originals as far as possibleFabricate replacement parts to match the
original profiles.ARCHAEOLOGICAL FINDS Any artifactslocation of a buried find is to be noted.
..
1.2.1.1.1.2.1.2.1.2.1.3.1.2.1.4.1.2.1.5
1.1.1.1.2.1.
1.3.1.1.4.1.1.4.21.4.31.5.1.
1.5
1.1.1.2.
PART 1.3.1.4.
Huck Glove - 114-120 Victoria Street S
SECTION 02070 HERITAGE SPECIAL PROCEDURES McCALLUM SATHER ARCHITECTS INC. 1. McCallum Sather Aror replaced.
2 - 45
.2
mum of
04060
DATE 2018/01
PAGE
Huck Glove Building
–
Heritage Procedures and Section 01350
–
Momentum Partnership
T
weathered mortar from the original masonry pointing
-
12.4 MPa
–
F
UPS
-
For Type S mortar
AggregateSamples of freshly broken un
If the mortar fails to meet the 7 day compressive strength requirements, but meets the 28 day compressive strength requirement, it is to be accepted. If the mortar fails to meet the
7 daycompressive strength requirements, but it’s strength at 7 days exceeds two thirds of the value required forthe 7 day strength, the contractors may elect to continue work at his
own risk whilst the results of the 28 day tests, or to take down the work affected.SAMPLES Submit samples in accordance with Section 01331 Heritage Submittals or review samples on site
with Heritage Architect.Submit the following samples clearly labeled for the Heritage Consultants review:The approved sample shall become the standard material used on the job. Substitutions
may not be made without Heritage Consultants written approval.MOCK Provide site mockup of heritage mortar demonstrating a match with existing masonry.Obtain Heritage Consultants approval
of mockup prior to proceeding with the work.Retain approved mock up and protect as reference standards for acceptance of all related masonry repair work.QUALIFICATIONS The company undertaking
the Work of this Section and its personnel shall be of recognized standing in the industry, specializing in the area of heritage work and known to have been responsible for satisfactory
installations equal to the specified for a period of at least the immediate past 5 years.Provide for all work to be done by qualified and experienced trades people with a mini5 years’
experience in the type of work specified.
.
.
1.5.1.3.1.6.2.11.6.2.2.
1.5.2.1.6.11.6.2.
1.6.3..
1.7.11.7.2.
1.7.3.1.8.1.1.8.2.
1.6.
1.71.8.
ECTION 04060
appendix C
SHERITAGE MORTARS McCALLUM SATHER ARCHITECTS INC.
A
.1
04060
DATE 2018/01
PAGE
.
Huck Glove Building
R
–
ry work.
Momentum Partnership
related mason
-
M78
-
D
A266.1
-
M95 Compressive strength for Hydraulic Cement Mortars.
-
Heritage MasonryHeritage Masonry Cleaning
Preconstruction and Construction evaluation of mortars for plain and
––
\[1950(R1971)\] Aggregate for masonry Mortar
9695 Air Component of Hydraulic Cement
C109
-
--
185
of mortars of all heritage and heritage
Hydraulic lime mortar for resetting: 7.2 MPaHydraulic lime mortar for repointing: 3.1 MPa
notated Specifications for the Restoration of Historic masonry (Ministry of Citizenship and
GENERALGENERAL REQUIREMENTS Division 1, General Requirements, is part of this section and shall apply as if repeated here.Provide all labour, materials, plant and equipment necessary
for completion of heritage mortar work as indicated on the drawings and in the specifications.SECTION INCLUDESRELATED SECTIONS Section 04211 Section 04900 REFERENCES ASTM C780reinforced
unit masonry (includes Modified Vicat Cone Penetrometer test)ASTM C109/ASTM CCSA A82.56CSA A82.56.M1976 Aggregate for masonry MortarAir Entraining admixture: to CAN3AnCulture, Province
of Ontario, Toronto, Canada, 1985).PERFORMANCE REQUIREMENTS Average mortar compressive strength requirements (measured after 28 days of cure).
1.
.2.
1.5.1.1.1.5.1.2.
1.1.1.1.11.2.1.Supply
1.3.1.1.3.2.1.4.1.4.2.1.4.3.1.4.4.1.4.5.1.4.6.1.4.7.1.5.1.
1.5
1.1.1.2.
PART 1.3.1.4.
ECTION 04060
mccallumsather page xvi
SHERITAGE MORTARS McCALLUM SATHER ARCHITECTS INC.1.
2 - 46
.4
60): 3
-
101): 3
-
04060
page xvii
appendices
DATE 2018/01
PAGE
.
Huck Glove Building
–
lume
1 hydraulic lime (XHM
1 hydraulic lime (XHM
–
–
1161.
weathered mortar for that original
-
-
Momentum Partnership
T
board. Use a spray bottle of water for this purpose.
-
F
2933 or Harcross Pigments Tel. (416) 251
-
rging of interior faces of walls: 1 hydraulic lime 2.5 sand. Second coat 1 hydraulic lime: 3
Pigment: Inorganic mineral oxide type, available from Mason’s Masonry Supply Ltd. Tel. (416) 324Air entrainment: Add air entraining admixture to pointing mortar only, strictly in accordance
with the manufacturer’s recommendations to a maximum of 7% by voPremix mortars of equivalent properties and performance will be considered upon review of complete submission.EQUIPMENT
Mortar mixer: mill type preferred; paddle mixer acceptable.MORTAR MIXES Hydraulic Lime mortar for resetting stonework and brickwork sand.Hydraulic Lime mortar for repointing stonework
and brickwork sand + air entrainment.Pasand.BATCHING OF HYDRAULIC LIME MORTAR Mix strictly in accordance with manufacturer’s recommendations. Do not use any additives, such as bonding
agents, accelerators or retarders, in the mortar without prior written approval from the manufacturer.Ensure appropriate PPE including respiratory protection is worn during mixing.
The hydraulic lime and sand must be accurately proportioned using one size of measuring box or plastic pail for all materials. Shovels must not be used for batching.Mix hydraulic lime,
sand, water and pigment, if required for 5 minutes.Allow to stand to hydrate for 10 minutes.Mix again for an additional 3 minutes.Add small measured amounts of water at this point,
if required, to bring the mix to a container for subsequent use.Record the amount of water required in initial batches for correct consistency and mark a container for subsequent use.Clean
mixing boards and mechanical mixing machines between batches.Do not mix more material than can be used within 30 minutes. Discard any material that has been mixed for more than 30 minutes.Ensure
that masons do not use too wet a mix. Only water lost through evaporation should be replaced at the mortar COLOURING OF MORTARS Match new mortars to samples of freshly broken, unmasonry
pointing.
.1.1.
2.1.5.2.1.6.2.1.7.2.2.1.3.2.1.
2.3.1.2.3.2.2.3.3.33.1.2.3.1.3.3.1.4.3.1.5.3.1.6.3.1.7.3.1.8.3.1.9.3.1.10.
2.2.2.3.3.1.3.2.
ECTION 04060
SHERITAGE MORTARS McCALLUM SATHER ARCHITECTS INC.
A
.3
9025
ritage
-
9025 or
04060
-
565
-
565
60, available
-
-
101, available
800
-
-
DATE 2018/01
PAGE
800
-
or 1
Huck Glove Building
93, Store
-
R
–
4917
-
4917 or 1
-
A5/A8/A362
-
Momentum Partnership
94.
D
-
graded, wash masonry sand to CSA A82.56.M1976 to match the
-
ls at a minimum of 5°C at all times.
ance with A179
provided.
materials in accordance with CAN/CSA
.
instruction regarding repair or replacement of masonry units.
Execute all work of this Section under the continuous supervision and direction of a qualified mason.ACCEPTANCE AT SITE Manufacturers’ labels and seals mustbe intact upon delivery of
packaged materials. Keep samples of labeling for Heritage Consultants review.STORAGE AND PROTECTION aggregates in accordKeep materials dry and protected from weather and contamination.Removed
from site materials that have deteriorated or become frozen.ENVIRONMENTAL REQUIREMENTS Store and mix materiaDo not lay mortar when the air and/or substrate temperature is below 5°C
or when the temperature is expected to fall below 5°C within 72 hours of installation of mortar, unless a heated enclosure is Provide heated enclosure for work below 5°C and maintain
that minimum temperature for minimum of 72 hours after mortar is laid.Protect mortar from direct sunlight and wind with protective measures reviewed with HeConsultant when air temperature
exceeds 20°C.Keep newly laid mortar moist during curing with misted water when the air temperature is above 25°C.Do not prepare or use mortar when the air temperature exceeds 35°C.EXISTING
SITE CONDITONS Report to the Heritage Consultantall areas of deteriorated masonry revealed during the work and await PRODUCTSMATERIALS Water: To be potable and free of salts and other
impurities.Hydraulic Lime for Resetting: St. Astier Pure and Natural Hydraulic Lime, XHMfrom Daubois Inc., Cambridge, contact Sean Costello, tel. (416) 787or approved equal.Hydraulic
Lime for Repointing: St. Astier Pure and Natural Hydraulic Lime, XHMfor Daubois Inc., Cambrige, Contact Sean Costello, tel. (416)787approved equalAggregate: Sharp, wellcolour, texture
and range of particle sizes of samples of the existing mortar.
.
1.8.3.1.9.11.10.1.Store cementations1.10.2.1.10.3.1.11.1.1.11.2.1.11.3.1.11.4.1.11.5.1.11.6.1.12.1.2.1.1.2.1.2.2.1.3.
2.1.4.
PART2.1
1.9.1.10.1.11.1.12.
ECTION 04060
Huck Glove - 114-120 Victoria Street S
SHERITAGE MORTARS McCALLUM SATHER ARCHITECTS INC.2.
2 - 47
11
/0
8
laid in
brick,
DATE 201
PAGE 04211.
l).
Huck Glove Building
–
S304M.
-
t elevations with salvaged
site sources to match existing masonry units
-
Momentum Partnership
T and Eas
original.
A371M and CAN3
-
Cleaning
, South, West
CSA Standards on Concrete Masonry Units.
–
Methods of Sampling and Testing Brick
Heritage MortarHeritage Masonry
Masonry Design and Construction for Buildings.
Burned Clay Brick.
–
––
Masonry Construction for Buildings
–
–
F
–
900
04
of the partial North
Wythe Common Bond, to match
A82.2M S304M
--
SA A165M Series
Division 1, General Requirements, is part of this Section and shall apply as if repeated here.
GENERALGENERAL REQUIREMENTS Refer also to Architect’s masonry veneer installation for wall assembly behind salvaged masonry units.SECTION INCLUDES This Section includes all salvaged
unit masonry work as called for on the drawings and as required to complete the project including, but not limited to:Provide salvaged on new masonry units from offof original building.
RepairSingle All related reinforcement, anchorages, ties and accessories needed for new masonry.RELATED SECTIONS Section 04060 Section REFERENCES CAN3CAN3CSA A82.1M CCSA A371M Installation
of Masonry Work: CAN3Burned Clay Face Brick: CSA A82.1M, CSR (Canadian Standard ResidentiaJoint Reinforcement: ASTM A116.
3.4.
1.
.1.2.
1.1.1.11.2.2.1.2.1.2.1.4.3.1.4.4.1.4.5.1.4.6.1.4.7.1.4.8.
1.2.1.
1.3.1.1.3.2.1.4.1.4.2.
1.1.1.2.
PART
1.3.1.4.
SECTION 04211HERITAGE MASONRY McCALLUM SATHER ARCHITECTS INC.1.
A
.5
mix
04060
DATE 2018/01
PAGE
Huck Glove Building
R
–
Momentum Partnership
D
END OF SECTION
As far as possible, achieve the match of colour by means of the aggregate colour.Where pigment is needed, use only to tonedown the whiteness of the white cement and lime.Use as little
pigment as possible to achieve the desired colour and not more than 10% by volume of pigment to mortar.Provide sample areas of repointing mortar, accurately proportioned to represent
the final formula and amount of pigment, until a match acceptable to the Heritage Consultant is obtained.Mark Measuring container to ensure standard amount of pigments for each mortar
batch, once correct amountof pigments is determined.
3.2.2.3.2.3.3.2.4.3.2.5.3.2.6.
ECTION 04060
mccallumsather page xviii
SHERITAGE MORTARS McCALLUM SATHER ARCHITECTS INC.
2 - 48
31
/0
8
iation.
page xix
appendices
DATE 201
PAGE 04211.
y Salvage.
Huck Glove Building
–
M and recommended
-
A371
-
Momentum Partnership
T
A82.2M for brick.
Lok Limited, Fero ShearTruss or equal approved in
-
-
Anchorages: Blok
F
hat site conditions are ready to receive work and dimensions are as indicated on
Keep masonry materials free from ice and frost. Keep units protected from concrete, mortar and other materials which could cause staining.ENVIROMENTAL CONDITIONS Perform work to requirements
of Division 1, General RequirementsMaintain materials and surrounding air temperature to minimum 5 degrees C prior to, and 72 hours after completion of masonry work.Do not lay masonry
when ambient temperature is at or below 5 degrees C. Provide temporary protection and heating for installed, uncured unit masonry when ambient conditions areat, below, or are likely
to go below 5 degrees C, until 7 days after installation.Conform to cold weather masonry requirements of CAN3practices for cold weather masonry construction by Ontario masonry contractors’
assoc FIELD MEASUREMENTS Take field measurements and confirm with Contract drawings prior to beginning construction.PRODUCTSMAUFACTURERS Original Brick: Salvaged historic brick.Reinforcement
and writing by Heritage Consultant and Engineer.MATERIALS Salvaged limestone: salvage removal and cleaning or limestone sills from demolished areas for reuse in new locations shown
on drawings is specified in Section 04951 Heritage Masonry Salvage. Brick units: salvage removal and cleaning of brick from demolished areas for reuse in new locations shown on drawings
is specified in Section 04951 Heritage Masonr EXECUTIONEXAMINATION Provide analysis and testing of brick to requirements of Section 01450Test samples in accordance with CAN3Verify tdrawings.Beginnin
g of installation means acceptance of site conditions.PREPARATION Verify items provided by other sections of work are properly sized and located.
.
.
.1.1.
1.9.11.9.3.
1.8.5.1.9.2.1.9.41.10.1.2.1.1.2.1.2.2.2.1.2.2.2.33.1.2.3.1.3.3.1.4.3.2.1.
.
1.9.2.12.2.
1.10.PART
3.1.3.2.
SECTION 04211HERITAGE MASONRY McCALLUM SATHER ARCHITECTS INC.2. 3. PART
A
-
21
/0
ent
8
DATE 201
PAGE 04211.
Huck Glove Building
R
–
chloride to remove ice from masonry
-
Momentum Partnership
D
M. Do not use salt or calcium
-
A371
-
the Heritage Architect’s review.
Submit the following samples in accordance with Division 1, General Requirements, forClean salvaged Masonry units of each type.Masonry anchors and ties of each type specified.
with earth or other materials. Store metal ties and reinforcement to prevent corrosion.
QUALIFICATION The company undertaking the Work of this Section and its personnel shall be of recognized standing in the industry, specializing in the area or Work and known to have been
responsible for satisfactory installations equal to the specified for a period of at least the immediate past 5 years.Provide for all work to be done by qualified and experienced trades
people with a minimum of 5 years’ experience in the type of work specified.TOLERANCES Adhere strictly to tolerances for installation of work of this Section as specified in Part 3.Work
not complying with specified tolerances shall be rejected at the sole discretion of the Heritage Consultant.SUBMITTALS Samples:1.7.1.1.1.7.1.2.1.7.1.3.DELIVERY, STORAGE AND HANDLING
Deliver, store and handle products in accordance as specified herein.Remove unacceptable materials from Site and replace to acceptance of Heritage Architect. Store materials off ground
protected from wetting by rain, snow or ground water, or intmixtureDo not concentrate storage of materials on any part of structure beyond design load, take particular care not to overload
unsupported portions of structure which may have not attained their full design strength.Comply with CAN3surfaces.
..
1.6.11.6.2.1.7.11.8.11.8.2.1.8.3.1.8.4.
1.5.1.1.5.2.
.
1.7
1.51.6.1.8.
Huck Glove - 114-120 Victoria Street S
SECTION 04211HERITAGE MASONRY McCALLUM SATHER ARCHITECTS INC.
2 - 49
51
at
/0
8
core in
or
S
Pigments and
DATE 201
PAGE 04211.
.
3/8 inch.
d work it into the
Huck Glove Building
pace the mechanical
–
sill an
and water
S lime, 2 to 3 parts sand, 3
-
--
repair, s
stone
of
s
at no more than
.
inch cuts around any unsound area
-
wrapped dowel.
section-
cumulative; 13mm (1/2in) in two storeys or
-
ake 3/4in) maximum
m
Momentum Partnership
Smooth surfaces and any ridges left from the
.
natural or synthetic
T
and
S lime, 6 parts sand and water to create the slurry
S lime, sand and water mix for the scratch coat and --
-
-
cratch layer depth
sill. Keys, or small holes drilled into the stone base,
stone
stone sills to match original material.
repair
with a wet diamond blade. Chip away the stone defined by the diamond cuts
ts water. Use gentle strokes to prevent etching of base material.
onry work may be impaired.
F
sill
cracks, mechanical keys and ridges in the stone
cross pattern with the trowelfor first layer and cure for a minimum of two hours before
stone
-
n the
As work progresses, Chip out existing sealant in cracked unitsowith a pneumatic hammer and chisel. Tap the chisel head gently to remove damaged stone and to prevent trauma to the underlying
base.Create "mechanical keys" in the 1/2 inch in depth and 1/2 inch in diameter.In largerkeys approximately 3 inches apart. Where sills are particularly deep, create two staggered rows
of mechanical keys.Wash the stone surface before applying the patch. Use water and a soft brush to remove sedimentation. If the sill is discolored by pollution or fungal growth, add
1 part household bleach to 15 parMix 1 part portland cement, 2 parts typecoat.Spread a thin coat of the slurry layer with the trowel to the surfaceofUse a white portland cement, 1 part
typeSpread with a trowel onto the sill. The sa crissapplying additional scratch layers.For finish coat, combine 1 part white portland cement, 1 part typeto 4 parts crushed stone, dry
pigments stones are added as needed to match the original color and texture of the sill. Smooth on the finish coat with a trowel.Allow the final coat to dry to a leather finishmechanical
keys with a damp sponge or with a towel CUTTING AND FITTING Cut and fit for chases, pipes, conduit, and sleeves. Cooperate with other sections of Work to provide correct size, shape,
and location.Obtain approval prior to cutting or fitting any area not indicated or where appearance or strength of mas INSTALLATION TOLERANCES Alignment of piers and pilasters: Maximum
6mm (1/4in) from true line.Variation from Unitto Adjacent Unit: 1.5mm (1/16Variation from Plane of Wall: 6mm in 3m (1/4in in 10ft) and 13mm in 6m (1/2in in 20ft)more.Variation from
Plumb: 6mm(1/4in) per storey nonmore.Variation for Level Coursing: 3mm in 1m (1/8in in 39 in); 6mm in 3m (1/4in in 10ft); 13mm (1/2in) maximum.
3.
3.11.9
3.11.1.3.11.2.3.11.3.11.4.3.11.5.3.11.6.3.11.7.3.11.83.12.1.3.12.2.3.13.1.3.13.2.3.13.3.3.13.4.3.13.5.
3.12.3.13.
SECTION 04211HERITAGE MASONRY McCALLUM SATHER ARCHITECTS INC.
A
-
4
1
/0
8
S304
-
DATE 201
PAGE 04211.
M and CAN3
Huck Glove Building
-
R
–
A371
-
M, CAN3
-
A370
-
Momentum Partnership
tage Consultant and do not proceed with the work.
D
rtar and ensure that there is none remaining on masonry surface.
sonry to lines and levels indicated.
STONE SILLS
cept during winter, and if otherwise required by brick manufacturer, wet clay bricks having
Established lines, levels, and coursing. Protect from disturbance.Provide temporary bracing during erection of masonry work as necessary. Maintain in place until building structure provides
permanent bracing.Exan initial rate of absorption exceeding 1 g/min./1000 cu m. Wet to uniform degree of saturation, 3 to 24 hours before laying, and do not lay until surface dry.Wet
tops of walls built of bricks qualifying for wetting when recommencing work on such WORKMANSHIP Perform masonry work in accordance with CAN3M.Install masonry Work plumb, level and true
to line, with vertical joints in alignment and horizontal courses level, uniform and straight.Install masonry work to specified tolerances.Distribute variations in color, texture and
shading of units evenly throughout masonry work.ERECTION/ COURSING Place maMaintain masonry courses to uniform width. Make vertical and horizontal joints equal and of uniform specified
thickness.Lay concrete masonry units in running bond. Course one block unit and one mortarjoint to equal 220mm (8 5/8in). Strike mortar joints flush as work progresses. Lay brickwork
in Common Bond, with a row of headers every sixth course. Course 4 brick units and 4 mortar joints to equal 292mm (11.5in). Form flat profile mortar joints, recessed 1mm. Vertical PLACING
AND BONDING Lay masonry in full bed of mortar, properly jointed with other work. Buttering corners of joints, and deep or excessive furrowing of mortar joints is not permitted.Fully
bond intersections, and external corners.Do not shift or tap masonry units after mortar has taken initial set. Where adjustment must be made, remove mortar and replace.Remove excess
moPerform job site cutting with proper tools to provide straight unchipped edges. Take care to prevent breaking masonry unit corners or edges.REPAIR
walls.Ensure the new exterior face of salvaged bricks are clean of mortar, paint and staining. If bricks are not sufficiently clean, notify Herimortar joints to be 10mm. Horizontal mortar
joints to be 12mm.Isolate masonry back up walls from structural soffits with a 13mm control joint.
3.2.2.3.2.3.3.2.4.3.2.5.3.2.6.3.3.1.3.3.2.3.3.3.3.3.4.3.4.1.3.4.2.3.4.3.3.5.13.5.2.3.5.3.3.5.4.3.5.5.3.5.6.
3.3.3.4.3.5.3.11.
mccallumsather page xx
SECTION 04211HERITAGE MASONRY McCALLUM SATHER ARCHITECTS INC.
2 - 50
1
.1
/0
8
4900
page xxi
ated here.
appendices
DATE 201
PAGE 0
pressure water
Huck Glove Building
-
–
Momentum Partnership
T
onry.
Heritage MortarHeritage Masonry
–
F
0–
211
Removal of general soiling on all exterior elevation of masonry including from sidewalk to top of cornice including all returns, jambs and window reveals.Removal of grease, metallic
or other stains, and any other marks without damaging the bricks and stone surface.Primary Cleaning method: Light soaking of masonry surfaces 24 hours prior to cleaning to soften dirt
deposits. Hot/steam cleaning with mediumwash.
GENERALGENERAL REQUIREMENTS Division 1, General Requirements, is part of this section and shall apply as if repe SECTION INCLUDES The Work of this Section as shown on the drawings includes,
but is not limited to the following:RELATED SECTIONS Section 0406Section 04 QUALIFICATIONS The company undertaking the Work of this Section and its personnel shall be of recognized
standing in the heritage industry, specializing in the area of heritage work and known to have been responsible for satisfactory installations equal to that specified for a period of
at least the immediate past 5 years.Provide for all work to be done by qualified and experienced trades people with a minimum of 5 years’ experience in the type of heritage work specified.INTENT
The intent of this Section is to remove the existing soiling from the exterior stone and bricks to achieve a natural homogeneous finish without damaging the surface or removing the
overall patina of the masReview cleaning method with Heritage Consultant prior to application.
2.
4900
1.
1.2.1.1.1.2.1.1.5.2.1.
1.1.1.1.2.1.
1.3.1.1.3.2.1.4.1.4.2.1.5.1.1.5.2.
1.5
1.1.1.2.
PART 1.3.1.4.
SECTION 0HERITAGE MASONRY CLEANING McCALLUM SATHER ARCHITECTS INC.1.
A
6
1
/0
ical
8
DATE 201
PAGE 04211.
Huck Glove Building
R
–
Momentum Partnership
D
staining protective coverings on horizontal and vert
-
OF SECTION
acidic solution which will not harm masonry or adjacent
-
END
metallic tools in cleaning operations.
-
Variation of Joint Thickness: plus/minus 1mm (1/16in) from specified thickness.Maximum Variation from Cross Sectional Thickness of Walls: Plus or minus 6mm (1/4in).CLEANING Remove excess
mortar and smears. Allow mortar droppings to partially dry them dry brush with stiff fiber brush.Replace defective mortar. Match adjacent work.Clean soiled surfaces with nonmaterials.
Consult masonry manufacturer for acceptable cleaners.Use non PROTECTION OF INSTALLED WORK Provide temporary waterproof, nonsurfaces to protect Work of this Section from damage, staining,
marking and mortar droppings.Secure against displacement by extending over walls and down sides to protect masonry work from snow and wind driven rain, and from drying too quickly,
until work is completed and protected by flashings or other permanent construction.
3.13.6.3.13.73.14.1.3.14.2.3.14.3.3.14.4.3.15.1.3.15.2.
3.14.3.15.
Huck Glove - 114-120 Victoria Street S
SECTION 04211HERITAGE MASONRY McCALLUM SATHER ARCHITECTS INC.
2 - 51
1
.3
/0
8
4900
DATE 201
PAGE 0
Huck Glove Building
–
ferrous material to
-
essure spray, 1 Mpa max
pr
-
Momentum Partnership
T
ionic detergent type for general masonry cleaning.
-
F
wet all surfaces in the areas to be cleaned. Use low
-
Carry out test soaking of 1 sq. meter of masonry regarding duration and quantity to ensure that wetting penetrates no more than 50 mm.Preat 20 L/m (166 psi at 4.5 gpm). Continued periodic
dampening may greatly increase cleaning efficacy. Limit to 1 hour to prevent water penetration.
ARATION FOR CLEANING
Protect rain water leaders, eavestroughs and gutters from blockage by residues and install suitable protection over drains while maintaining normal water flow at all times.Post danger
signs as required.PRODUCTSWATER FOR MASONRY CLEANING All water shall be potable, clear and free of soluble salts or other contaminants.TOOLS AND EQUIPMENT FOR MASONRY CLEANING All piping
and fittings for cleaning operations should be plastic or nonminimize rust staining of masonry.Steam cleaners: cleaner to provide steam at low pressure with adjustable integral water
jet for flushing clean (if required).Ensure cleaning equipment is fitted with accurate pressure regulators and gauges to control a maximum working pressure at the nozzle of 4.5 MPa
at 20L/m (745 psi at 4.5 pgm)All brushes shall be of the natural bristle or soft plastic type. Do not use metal brushes at any time.Scrapers used shallbe made of wood or plastic only.
Metal scrapers shall not be used.MORTAR MIXES Surfactants shall be of the non EXECUTIONPREP Dry brush and if necessary scrape any large accumulations of foreign matter from walls, ledges,
water tables and the like. Use dry air blasts to remove as much loosely attached soil and dust as possible before commencing cleaning. Exercise care when blasting around decorative
work of friable masonry.STEAM CLEANING Steam clean all wall surfaces at predetermined water pressure, which does not cause damage tothe base masonry.Use brushes and light abrasive pads
to remove built up carbon deposits. Do not clean away carbon if the bricks or stone surface may be damaged in the process.SOAK AND PRESSURE CLEANING As for steam cleaning but including:
4900
3.3.1.1.3.3.1.2.
1.9.3.1.9.4.2.1.1.
.1.1.
2.2.1.2.2.2.2.2.3.2.2.4.3.2.1.3.2.2.3.3.1.
2.2.5.
2.3.1.3
PART 2.1
2.2.2.3.3.1.3.2.3.3.
SECTION 0HERITAGE MASONRY CLEANING McCALLUM SATHER ARCHITECTS INC.2. 3. PART
A
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DATE 201
PAGE 0
Huck Glove Building
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D
cleaning unless otherwise approved by Heritage Consultant.
-
to hot/steam cleaning rinse.
based cleaning methods when there is a risk of frost.
-
from the primary: Same as primary with a surfactants application and
Secondary cleaning method if required after review by Heritage Consultant of the results scrubbing prior Do not use abrasiveDo not use materials which will cause efflorescence on the
stone surface.
ONMENTAL REQUIREMENTS
ATERIALS AND EQUIPMENT REVIEW
FIELD TESTING Provide test panels on site to determine the effectiveness and implications of the specified method on each material to be cleaned for Heritage Consultants review and approval.Agree
location and size of test panels with Heritage Consultant.Provide repeat tests for each material type until a result satisfactory to the Owner and Heritage Consultant is achieved. A
test panel should be considered ready for inspecwhen it has dried to a moisture content similar to the surrounding area.Do not proceed with work until the test panel for each masonry
type is accepted. The test panel shall establish the quality standard for the work against which all other similar work will be assessed.M Review all proposed cleaning equipment with
Heritage Consultant before starting tests. Use only reviewed equipment. ENVIR Do not use any waterSchedule cleaning to allow for at least one month for walls to dry after completion
before heavy frost risk occurs.PROTECTION Protect existing building against damage from cleaning.Protect all adjacent building and landscaped areas against spread dirt and water with
enclosure of scaffolding and sheeting to be approved by Heritage Consultant.
4900
.
.
.
1.5.2.2.1.5.2.3.1.5.2.4.
1.6.11.6.2.1.6.3.1.6.4..
1.7.1
1.8.11.8.2.1.9.11.9.2.
1.6.
1.71.8.
1.9.
mccallumsather page xxii
SECTION 0HERITAGE MASONRY CLEANING McCALLUM SATHER ARCHITECTS INC.
2 - 52
page xxiii
appendices
T
F
A
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oiling
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unit.
5 MPa at 20
or plastic
DATE 201
PAGE 0
fiber
held spray
Huck Glove Building
-
R
pressure water spray
–
-
pressure hand
-
Momentum Partnership
2% solution with low D
-
OF SECTION
2% solution by weight, using soft natural
-
END
tip nozzle.
-
Clean surface using med/low pressure hot water wash not exceeding 4.L/m (745 psi at 4.5 gpm).
2% solution of cleaner proves unsatisfactory, repeat test on adjacent area using
-
CLEANING WITH SURFACTANTS (If required by Heritage Consultant)Apply surfactant diluted to give 1bristle brushes. Alternatively apply 1Hand brush surfactant into surface and all recesses
and crevices. Do not allow surface to dry out. Add solvent cleaners to surface already wetted with surfactant and agitate. When sis broken down, emulsify with more surfactant. Rinse
down with lowwith medium fanRemove all surfactant from surface by rinsing before it dries out. Rinse down to grade followed by a med/low pressure hot water wash not exceeding 4.5 MPa
at 20L/m (745 psi at 4.5 gpm).If the 1solutions of surfactant up to 5% by weight. Do not use stronger solution than this. The walls may require repeated surfactant treatments to reach
the desired level of cleanliness.ADJUSTMENT AND CLEAN UP Remove equipment and make good any damage caused to roofs or any other part of the building, or surrounding paving or landscaping.Clean
up and remove all debris, dirt, wrappings, droppings, or other material used in this Work from the site and surrounding area nightly. Keep premises neat and clean at all times.
4900
3.3.1.3.
3.4.4.3.5.1.3.5.2.
3.4.1.3.4.2.3.4.3.
3.5.
3.4.
Huck Glove - 114-120 Victoria Street S
SECTION 0HERITAGE MASONRY CLEANING McCALLUM SATHER ARCHITECTS INC.
2 - 53
T
F
Photo: Installation of Double Hung Windows at the Westinghouse, Hamilton
appendix d
A
R
D
Window Detail Samples: to be revised for Huck Glove Application
mccallumsather page xxiv
2 - 54
page xxv
appendices
T
F
A
R
D
Huck Glove - 114-120 Victoria Street S
2 - 55
T
F
appendix d
A
R
D
mccallumsather page xxvi
2 - 56
page xxvii
appendices
T
F
A
R
D
Huck Glove - 114-120 Victoria Street S
2 - 57
T
"
4
/
3
59415971
4' 11 593559475953595759595965
(1 518)(1 499)4' 11"
"
4
/
3
53415371
533553475353535753595365
(1 365)(1 346)4' 54' 5"
"
4
/
3
F
47414771
3' 11 473547474753475747594765
3' 11"
(1 213)(1 194)
"
4
/
3
41414171
413541474153415741594165
(1 060)(1 041)3' 53' 5"
5' 5"
2' 11"3' 5"3' 11"4' 5"4' 9"4' 11"5' 11"
Frame
44444444
"2' 11"3' 5"3' 11"4' 5"4' 9"4' 11"5' 5"5' 11
////////
33333333
Opening
Fixed Units
(889)(1 041)(1 194)(1 346)(1 448)(1 499)(1 651)(1 803)
(908)(1 060)(1 213)(1 365)(1 467)(1 518)(1 670)(1 822)
A
R
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"
4
/
3
4857
48414871
4814481748254835484748534859486548774884
(1 238)
4' 0
4' 0"
EEEEEE
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4
/
D
3
45414571
45144525455345594584
(1 162)(1 143)(1 219)
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3' 9"
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4
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3
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4125
(1 060)(1 041)3' 5
3' 5"
1
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3
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(959)(940)
3' 1
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(857)(838)
2' 92' 9"
1
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(756)(737)
2' 5"
2' 5
1
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EE
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3
25412571
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(654)(635)
2' 1
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"
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/
3
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21412171
2114211725172917331737174117451721252135253529353335373541354535213525352935333537354135453521352535293533353735413545352135253529353335373541354535214725472947334737474147454721532159216525652965336
537654165456521772577297733773777417745772184
(552)(533)
1' 9"
1' 2"1' 5"2' 1"2' 11"3' 5"3' 11"4' 5"4' 9"4' 11"5' 5"5' 11"6' 5"7' 0"
Frame
"4 1' 2"4 1' 5"4 2' 1"4 2' 11"4 3' 5"4 3' 11"4 4' 5"4 4' 9"4 4' 11"4 5' 5"4 5' 11"4 6' 5"4 7' 0
/////////////
3333333333333
Opening1' 9
(356)(432)(635)(889)(1 041)(1 194)(1 346)(1 448)(1 499)(1 651)(1 803)(1 956)(2 134)
(375)(451)(654)(908)(1 060)(1 213)(1 365)(1 467)(1 518)(1 670)(1 822)(1 975)(2 153)
mccallumsather page xxviii
2 - 58
\[19\]
3/4"3/4"\[19\]
page xxix
appendices
\[48\]
1 7/8"
\[47\]
1 7/8"
TRANSOM JAMB
FRAME WIDTH
LX VENT / FIXED
TJ
VERTICAL JOINING MULLION
\[74\]
2 15/16"
\[94\]\[33\]
3 11/16"1 5/16"
Installation Fin
Optional Fold-out
T
TRANSOM / VENT
HORIZONTAL JOINING MULLION
TRANSOM HEADTRANSOM SILL
THTS
\[47\]
1 7/8"
F
\[72\]\[19\]
\[48\]
2 13/16"3/4"
1 7/8"
LX VENT / LX VENT
FRAME HEIGHT
VERTICAL JOINING MULLION
TS
TH
TJ
A
\[27\]\[27\]
\[34\]
1 1/16"1 1/16"
3/4"\[19\]\[19\]
3/4"
1 5/16"
\[38\]\[39\]
1 1/2"
1 1/2"
\[48\]
1 7/8"
\[48\]
\[48\]\[47\]
1 7/8"1 7/8"1 7/8"
R
UPPER JAMBS
LOWER JAMBS
FRAME WIDTHFRAME WIDTHFRAME WIDTH
FJFIXED JAMB
LJ
UJ
\[74\]
2 15/16"
\[75\]
\[75\]
2 15/16"2 15/16"
\[31\]
\[127\]
1 3/16"
5"
\[94\]\[33\]
3 11/16"1 5/16"
\[94\]\[33\]
3 11/16"1 5/16"
Dimension required for orderingunits with unequal sash.
Installation Fin
Optional Fold-out
Installation Fin
CHECKRAIL HEIGHT
Optional Fold-out
\[39\]
D
1 9/16"
CHECK RAIL
VSVENT SILL
Fixed Double HungCustom 3" Bottom Rail Shown
VHVENT HEAD
CR
\[48\]\[48\]
1 7/8"1 7/8"
FSFIXED SILL
FHFIXED HEAD
5"5"
\[127\]\[127\]
\[48\]
1 7/8"
\[47\]
1 7/8"
\[51\]\[40\]\[78\]\[48\]\[77\]\[19\]
2"1 9/16"3 1/16"1 7/8"3"3/4"
\[72\]\[47\]\[107\]\[72\]\[104\]
2 13/16"1 7/8"4 1/4"2 13/16"4 1/8"
FRAME HEIGHTFRAME HEIGHT
VHVSFS
FH
CR
LJFJ
UJ
Huck Glove - 114-120 Victoria Street S
2 - 59
Source: Edge Architects - IFP Set (17.12.20)South Elevation McCallum Sather - South Elevation (right)
T
F
A
R
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mccallumsather
page xxx
Proposed South Elevation (Bramm St)
2 - 60
page xxxi
Appendix e
Brick Cleaning locations Remove metal (repair or replace)Replace stone capping Replace masonry at deteriorated locations
A
W5W5W7
W9
W5W5
W5W5W7
W9
W5W5W7
W9
W5W5W7
W9
W5W5W7
W9
W5W5W7
W9
ansom (exterior)
ws (exterior)ws (interior)ws with transom (interior)
vel 2-3 double hung, aluminum clad
oor Replacement (East) oor Replacement (South)
evel 1 double hung, aluminum clad windows
LewindoLewindoLwith trLwindoBasemenDD
W5W5W7
W9
A
W9D1
W5W6W8
Fenestration Tags
W7
W5W5
W9
D1
W5W7
W9
W5W5W7
W9
D2
W5W7
W9
enestration Outline
age scope)
eplacement
age bricks for re-use)
tent of proposed existing envelope demolition tent of proposed existing envelope demolition
pproximate region of brick and mortar repair
roposed Fenestration Outline roposed New Opening
Approximate region of brick cleaning Aand rExisting FPPEx(no salvEx(salv
Legend Masonry Notes
(NTS)
olour to be black or iron ore.
encing to be removed.
oken water-path and be free of leaks.
acter of the building (double hung and
tch existing as necessary.
efully reviewed for damage and repaired to
emoved to allow for replacement fenestration..eviewed for damage, to ensure a continuous
All existing ductwork, mechanical services or rcarma All existing exterior rainwater leaders to be runbrAll peripheral structures such one storey brick additions and fcharwith divisions),
c
General Notes: 1.previous industrial related services penetrating existing window and door openings to be 2. 3. 4. 5.
Huck Glove - 114-120 Victoria Street S
South Elevation
2 - 61
Source: Edge Architects - IFP Set (17.12.20)North Elevation McCallum Sather - North Elevation (right)
T
F
A
R
D
mccallumsather
page xxxii
Proposed North Elevation (Interior)
2 - 62
)
page xxxiii
Appendix d
Remove metal (repair or replaceReplace stone capping Replace masonry at deteriorated locations Replace window
A
W6W6
W6W6
SC16
ansom (exterior)
ws (exterior)ws (interior)ws with transom (interior)
W6W6
vel 2-3 double hung, aluminum clad
oor Replacement (East) oor Replacement (South)
evel 1 double hung, aluminum clad windows
LewindoLewindoLwith trLwindoBasemenDD
W9D1D2
W5W6W8
Fenestration Tags
W7
SC15
W9
A
W6W6
W8
W9
W6W6
W8
W9
W8
W6W6
W9
enestration Outline
age scope)
W6W6
W8W9
eplacement
age bricks for re-use)
tent of proposed existing envelope demolition tent of proposed existing envelope demolition Line of addition
pproximate region of brick and mortar repair
roposed Fenestration Outline roposed New Opening
Approximate region of brick cleaning Aand rExisting FPPEx(no salvEx(salv
W8
W6W6
W9
Legend Masonry Notes
W9
W5W5W7
(NTS)
olour to be black or iron ore.
encing to be removed.
oken water-path and be free of leaks.
acter of the building (double hung and
tch existing as necessary.
efully reviewed for damage and repaired to
emoved to allow for replacement fenestration..eviewed for damage, to ensure a continuous
All existing ductwork, mechanical services or rcarma All existing exterior rainwater leaders to be runbrAll peripheral structures such one storey brick additions and fcharwith divisions),
c
General Notes: 1.previous industrial related services penetrating existing window and door openings to be 2. 3. 4. 5.
Huck Glove - 114-120 Victoria Street S
North Elevation
2 - 63
Source: Edge Architects - IFP Set (17.12.20)North Elevation McCallum Sather - North Elevation (right)
T
F
A
R
D
mccallumsather
page xxxiv
Proposed East Elevation (Victoria St S)
2 - 64
page xxxv
Appendix d
Demolish one storey building addition and salvage bricks for masonry repairs.
A
A
Re-instate sign
W5W5
W7
W9
ansom (exterior)
ws (exterior)ws (interior)ws with transom (interior)
vel 2-3 double hung, aluminum clad
oor Replacement (East) oor Replacement (South)
evel 1 double hung, aluminum clad windows
LewindoLewindoLwith trLwindoBasemenDD
W5W5W7
W9
W9D1D2
W5W6W8
Fenestration Tags
W7
W5W5W7
W9
W5W5
D1
W5W5W7
W9
W5W5W7
W9
Line of addition
W5W5W7
W9
enestration Outline
age scope)
eplacement
age bricks for re-use)
tent of proposed existing envelope demolition tent of proposed existing envelope demolition
pproximate region of brick and mortar repair
roposed Fenestration Outline roposed New Opening
Approximate region of brick cleaning Aand rExisting FPPEx(no salvEx(salv
W5W5W7
W9
Legend Masonry Notes
(NTS)
olour to be black or iron ore.
encing to be removed.
oken water-path and be free of leaks.
acter of the building (double hung and
tch existing as necessary.
efully reviewed for damage and repaired to
emoved to allow for replacement fenestration..eviewed for damage, to ensure a continuous
All existing ductwork, mechanical services or rcarma All existing exterior rainwater leaders to be runbrAll peripheral structures such one storey brick additions and fcharwith divisions),
c
General Notes: 1.previous industrial related services penetrating existing window and door openings to be 2. 3. 4. 5.
Huck Glove - 114-120 Victoria Street S
North Elevation
2 - 65
Source: Edge Architects - West Elevation- proposed (left)McCallum Sather - West Elevation (right)
mccallumsather
page xxxvi
Proposed West Elevation
2 - 66
page xxxvii
Appendix d
(Above): Interior Elevation of original building to be conserved including window replacement scope and brick repointing. This elevation is currently obscured by the one storey addition
(below) proposed for demolition.
W5W5
W8
W5W5
W8
W5W5
W8
xterior)
ed
s (exterior)s (interior)s with transom (interior)
W5W5
W8
vel 2-3 double hung, aluminum clad
LewindowLewindowLevel 1 double hung, aluminum clad windows with transom (ewindowDoor Replacement (East) Door Replacement (South)
W5W5
W8
W9D1
W5W6W8
Fenestration Tags
W7
W5W5
W8
W5W5
W8
ation Outline
ope)
icks for re-use)
ement
Line of addition
Approximate region of brick cleaning Approximate region of brick and mortar repair and replacExisting FenestrProposed Fenestration Outline Proposed New OpeningExtent of proposed existing
envelope demolition (no salvage scExtent of proposed existing envelope demolition (salvage br
Legend Masonry Notes
(NTS)
o be removed. o be black or iron ore.
All existing ductwork, mechanical services or removed to allow for replacement fenestration..carefully reviewed for damage and repaired to match existing as necessary. All existing exterior
rainwater leaders to be reviewed for damage, to ensure a continuous unbroken water-path and be free of leaks.All peripheral structures such one storey brick additions and fencing tcharacter
of the building (double hung and with divisions), colour t
General Notes: 1.previous industrial related services penetrating existing window and door openings to be 2. 3.4.5.
Huck Glove - 114-120 Victoria Street S
West Elevation
2 - 67
Date:March 16, 2018
To:Heritage Kitchener
From:Leon Bensason, Coordinator, Cultural Heritage Planning
Subject:NeighbourhoodInitiative to Install Exercise Equipment in Victoria Park
Heritage Planning staff have been made aware of a neighbourhood initiative proposing to install
exercise equipment in Victoria Park. Proposals that may impact Victoria Park are subject to the
policies and guidelines of the Victoria Park Area Heritage Conservation District Plan (HCD
Plan). In this regard, given the nature, scale and suggested location of the proposal, Heritage
Planning staff are of the opinion that the proposal is most closely aligned with the existing
playground and therefore should be considered in context with the conservation guidelines for
the playground in the HCD Plan (see conservation guidelines attached).
A presentation regarding the proposal will be made at the April 3, 2018 meeting of Heritage
Kitchener. As the work relates to a guideline and not a policy related matter in the HCDPlan,
the presentation will e approval
under the Ontario Heritage Act would not apply.
3 - 1
3 - 2
March 20, 2018
Submitted by:
Barbara Ward
Volunteer,
On behalf of Cambridge, Kitchener, Waterloo YMCA and the City of Kitchener
About this project
An Outdoor Gym is sturdy, metal gym equipment that can be used outdoors in all seasons by adults and
youth. Like a playground for children, this is a playground for adults to promote health and physical
fitness (cardio, strength, agility and balance), laughter and connection to others in the community. We
want to promote healthy living as well as a sense of belonging to the community. We envision this gym
being used by residents who enjoy fitness as well as those who are curious about being more active.
The City of Kitchener has awarded $20 000 to our Outdoor Gym proposal, as part of their Placemaking
and we are in conversations with several additional funding partners
and granting organizations to round out our budget. Construction is expected in July 2018, but could be
done in phases as additional funds are secured. We have included the full site plan in this report for
heritage consideration.
Who is leading this project?
We are a group of volunteer residents who live near the park, partnering with the Cambridge, Kitchener,
Waterloo YMCA and the City of Kitchener, as well as with various residents of Kitchener (for Steering
Committee and Advisory Committee) so that all voices are heard. These include the voices of seniors,
youth, people who are at risk for suicidal behaviour, folks with mental health issues, those with mobility
fitness as a pathway to wellness. Victoria Park Neighbourhood Association has provided their support of
the project and offered to help us inform park users and local residents near the park. We are also
exploring partnerships with other like-t, as
well as Waterloo Region Police Services (WRPS), School Resource Officers.
and believes that fitness and recreation opportunities should be accessible to all. We are pleased to
partner on this exciting initiative to enhance our community well-
Proposed location
We want to target this outdoor gym to appeal to as many different types of people as possible. We
want people to explore and experiment with movement and exercise, including people who normally
The proposed location is Victoria Park, near the Iron Horse Trail entrance, pending heritage and other
3 - 3
the gym. The proposed location is conveniently located next to many active amenities in the park,
Most importantly, the proposed location is at the
busiest trail, with over 250,000 trips every year, the Iron Horse Trial is receiving significant upgrades this
spring. This will include a seamless connection to Victoria Park, taking trail users right past the proposed
Outdoor Gym. This location is ideal for a number of reasons: it is close to washroom facilities, a drinking
fountain, it is well lit, in a high traffic area so people feel safe using it, it is accessible by those with
mobility challenges, it has parking very nearby and is in a highly visible location which can attract people
who may not be initially intending to use the outdoor gym.
Proposed equipment
The proposed equipment seeks to improve overall fitness and physical activity by addressing all areas of
fitness. These include balance, core, lower and upper body strength as well as cardiovascular fitness.
Furthermore, the equipment will address the multiple levels of fitness abilities and be viable for all ages
14 and over. Some of the equipment will be accessible to be inclusive to those using wheelchairs or
other mobility devices. The equipment has been chosen to ensure that social interaction can be optimal
for those who want it while they work out as some stations allow for 2-3 users at one time.
Conformity of project with Victoria Park HCD Plan
Currently, the playground area of Victoria Park includes playstructures for children. Our proposed
project will add to and complement the existing active amenities by adding a playstructure designed for
youth and adults. We believe this project is an extension to the enclave area around the playground,
and therefore subject to the voluntary guidelines for the playground. Further, we have intentionally
ensure we do not obstruct any views or vistas.
Heritage features included in our proposed plan:
and ground cover to reflect nature and naturalistic
character.
Two benches of painted cast iron with wood seats and back, following the HCD standards and
matching the existing benches in the park.
Bike racks will match those found elsewhere in Victoria Park.
Safety and instructional signage to use the equipment is affixed on each piece of equipment, to
reduce visual clutter and maintain views through the gym.
Two decorative armour stones provide an entrance feature to the gym. The armour stone
matches those found next to the playground.
Two plaques identifying the gym and supporting partners and sponsors will be attached to the
armour stones. This reduces visual clutter, compared to eye level signage.
Additional documents
Please see the attached proposed renderings and site plan.
3 - 4
Operations - Design & Development
NTSFebruary 12, 2018-
Infrastructure Services
NORTHSCALELAST REVISEDDESIGN
PROPOSED EXERCISE EQUIPMENT AREA - VICINITY MAP
C-1
DRAWING TITLE:
T
E
E
R
T
S
D
I
V
A
D
.
E
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VICTORIA
PARK PAVILION
~12MX8M (96M2)
PROPOSED EXERCISEEQUIPMENT AREA
VICTORIA PARK
PLAYGROUND
3 - 5
Operations - Design & Development
1:250-
Infrastructure Services
NORTHSCALELAST REVISEDDESIGN
PROPOSED EXERCISE EQUIPMENT AREA
DRAWING TITLE:
ASPHALT
DRIVEWAY
VP STANDARD BENCHWITH ACCESSIBLE
CONCRETE PAD, TYP.
TO IRON HORSE TRAIL
CENTRAL SECTION
REALIGNED TRAIL ACCESS
6Tree ID: 122156Crown Width: 38m
DBH: 42m
4
9
4
0
0
0
8
Tree ID: 191940
DBH: 32mCrown Width: 36m
LS
0
0
0
2
1
Tree ID: 110065Crown Width: 50m
DBH: 33m
LS
Tree ID: 150827
DBH: 10mCrown Width: 12m
Tree ID: 160804
DBH: 7mCrown Width: 8m
Tree ID: 144600
DBH: 13mCrown Width: 16m
Tree ID: 118118Crown Width: 34m
DBH: 22m
25m
ARMOURSTONE (4)
WITH DONOR BRONZE
~12MX8M (96M2)
PLAQUESPROPOSED EXERCISEEQUIPMENT ZONE
12.5
OF FOOD TRUCK PAD
PROPOSED BIKE RACKS(3) & CONCRETE PADPROPOSED RELOCATION
5.0
2.5
0m
3 - 6
2-Person Ski2-Person Back & Arms ComboAccessible Chest Press3-Person Static ComboSingle Leg Extension
PROPOSED EQUIPMENT LIST
These 5 units may serve up to 10 people at a time.
SGR2005-1-26SGR2005-1-42SGR2005-1-48A-WSGR2005-1-71SGR2005-1-98
PROPOSED OUTDOOR FITNESS ZONE
CANADA - ONTARIO - CITY OF KITCHENER - VICTORIA PARK
3 - 7
2-Person Ski2-Person Back & Arms ComboAccessible Chest Press3-Person Static ComboSingle Leg Extension
PROPOSED EQUIPMENT LIST
These 5 units may serve up to 10 people at a time.
SGR2005-1-26SGR2005-1-42SGR2005-1-48A-WSGR2005-1-71SGR2005-1-98
PROPOSED OUTDOOR FITNESS ZONE
CANADA - ONTARIO - CITY OF KITCHENER - VICTORIA PARK
3 - 8
2-Person Ski2-Person Back & Arms ComboAccessible Chest Press3-Person Static ComboSingle Leg Extension
PROPOSED EQUIPMENT LIST
These 5 units may serve up to 10 people at a time.
SGR2005-1-26SGR2005-1-42SGR2005-1-48A-WSGR2005-1-71SGR2005-1-98
PROPOSED OUTDOOR FITNESS ZONE
CANADA - ONTARIO - CITY OF KITCHENER - VICTORIA PARK
3 - 9
DRAWING #INITIALS
DATE
PROPOSED OUTDOOR FITNESS ZONE
39'
CANADA - ONTARIO - CITY OF KITCHENER - VICTORIA PARK
10'
3-Person Static Combo Greenfields Outdoor Fitness, Inc.
GR2005-1-71
5'
SCALE IN FEET:
0'2.5'
26'
3 - 10
PROPOSED OUTDOOR FITNESS ZONE
CANADA - ONTARIO - CITY OF KITCHENER - VICTORIA PARK
3 - 11
3 - 12
3 - 13
Approved by Council
Dealt with under delegated approval authority
Dealt with under delegated approval authorityDealt with under delegated approval authorityDealt with under delegated approval authorityDealt with under delegated approval authority
Considered by Heritage Kitchener
Unanimous Recommendation for Approval
Staff
Report #
CSD-18-048
Date
Mar 5/18
Jan 18/18
Feb 13/18Feb 23/18Mar 15/18
Received
2018 HERITAGE PERMIT APPLICATIONS
11 Hilda Pl
45 Norfolk Cres
21 Courtland Ave W
Property Address
1133 Doon Village Rd
300 Joseph Schoerg Cres
Number
Application
HPA-2018-V-001HPA-2018-IV-002HPA-2018-V-003HPA-2018-V-004HPA-2018-V-005
123456789
#
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IF1 - 1