HomeMy WebLinkAboutHK - Memo - 393-411 Queen St S (Barra Castle)INTERNAL MEMO
City of Kitchener
City Hall, 200 King St. West
P.O. Box 1118
Kitchener, ON N2G 4G7
Date:
August 19, 2010
To:
Heritage Kitchener Committee
From:
Michelle Wade, Heritage Planner
cc:
Leon Bensason, Coordinator, Cultural Heritage Planning
Subject:
Heritage Permit Application HPA-2010-V-016
393-411 Queen Street South (Barra Castle)
Proposed Demolition of the Front Section of the Barra Castle &
Proposed Demolition of the 2-Storey Building at the Front of the Property (411
Queen Street South)
The subject property, commonly known as the Barra Castle (393-411 Queen Street South), was
identified by Council (September 14, 2009) as a property of very high cultural heritage value or
interest within the Victoria Park Heritage Conservation District (VPHCD).
A Heritage Permit Application (HPA-2009-V-010) and supporting Heritage Impact Assessment
(HIA) prepared by Robert J Dyck Architect & Engineer Incorporated dated August 12, 2009
proposing to demolish the middle, back and annex sections of the Barra Castle was considered
and approved by Heritage Kitchener (September 1, 2009) and Council (September 14, 2009).
The HIA recommended the demolition of the front, back and annex sections; the restoration of
the front section; and, the construction of a new building at the rear of the front section of the
Barra Castle.
A new Heritage Permit Application (HPA-2010-v-016) and supporting HIA and Structural Report
have been submitted that propose the demolition of the front section of the Barra Castle as well
as the demolition of the 2-storey building at the front of the property. Since the property was
identified as a property of very high cultural heritage value and interest within the VPHCD and
the property is of considerable public interest, the City has commissioned The Walter Fedy
Partnership to conduct an independent structural review of the front section of the Barra Castle.
A copy of the independent structural review will be circulated under separate cover. A staff
report with recommendations will also be circulated under separate cover.
Note that the details of any proposed new development will be the subject of a future Heritage
Impact Assessment to be submitted in support of a Site Plan Application and will be the subject
of a separate Heritage Permit Application for new construction.
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REPORT
REPORT TO:
Heritage Kitchener Committee
DATE OF MEETING:
September 1, 2009
SUBMITTED BY:
Alain Pinard, Interim Director of Planning
PREPARED BY:
Michelle Wade, Heritage Planner (519-741-2839)
WARD(S) INVOLVED:
Ward 6
DATE OF REPORT: August 19, 2009
REPORT NO.: DTS-09-126
SUBJECT:
HERITAGE PERMIT APPLICATION 2009-V-010
393-411 QUEEN STREET SOUTH (BARRA CASTLE)
PROPOSED PARTIAL DEMOLITION
RECOMMENDATION:
That pursuant to Section 42 of the Ontario Heritage Act, Heritage Permit Application
HPA-2009-V-010 be approved to permit the demolition of the sections of the Barra Castle
building known as the middle, back, annex and south-west balcony at the property
municipally addressed 393-411 Queen Street South in accordance with the Heritage
Impact Assessment submitted with the application, subject to the following condition:
i) That photo documentation of the building be undertaken, in accordance with
the City’s Photo Documentation and Recording Guidelines, and submitted to
heritage planning staff prior to the issuance of a building permit;
ii) That modified measured drawings/photographs of the exterior of the front
section of the building, including the south-west balcony, be prepared and
submitted to heritage planning staff prior to the issuance of a building permit;
and,
iii) That the final building permit drawings be reviewed and heritage clearance
issued by heritage planning staff prior to the issuance of a building permit.
BACKGROUND:
The Development and Technical Services Department is in receipt of Heritage Permit
Application HPA-2009-V-010. The applicant is seeking Council’s permission to demolish the
sections of the Barra Castle known as the middle, back, annex and south-west balcony at the
property municipally addressed 393-411 Queen Street South.
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General Map: 393-411 Queen Street South Aerial Map: 393-411 Queen Street South
REPORT:
The subject property is located on the east side of Queen Street South between Mitchell Street
and Courtland Avenue in the Victoria Park Heritage Conservation District, and is subject to
designation under Part V of the Ontario Heritage Act. The subject property contains two
buildings with the larger and more prominent building commonly known as the Barra Castle.
Victoria Park Heritage Conservation District Study and Plan
The Victoria Park Heritage Conservation District (VPHCD) Study indicates that the Barra Castle
Apartment building was built in 1930 in an unusual Scottish Baronial architectural style with
castellated 3-storey side towers finished in painted stucco. The VPHCD Study suggests that the
architect attempted to disguise the early apartment building with a traditional architectural style.
The VPHCD Study notes that the architectural style is significant within the District as an
example of changing tastes and preferences for residential development. The VPHCD Study
also notes that the architectural style is individually significant.
The Victoria Park Heritage Conservation District (VPHCD) Plan identifies a number of goals,
policies and guidelines. One of the primary goals is to conserve and maintain the visible history
of the Victoria Park area. More specifically, the VPHCD Plan aims to encourage the retention
and conservation of historic buildings while promoting heritage conservation as positive for
development in the area. The VPHCD Plan indicates that it is important to conserve the
architectural integrity and details of apartment buildings, including the Barra Castle. The building
conservation policy related to demolition states that “There shall be a presumption against
demolition. The conservation of historic buildings in the Area is a primary goal. Property owners
are encouraged to work with existing buildings, altering, adding to and integrating them into new
development rather than demolishing.”
Property Standards By-law and the Victoria Park Heritage Conservation District
In 2007, Electrical Safety Code violations led the Electrical Safety Authority to shut off hydro to
the Barra Castle building. Consequently, the lone remaining tenant was evicted given the
building no longer had fire monitoring capabilities and had inadequate fire separation barriers.
The removal of electrical service to the building resulted in prohibiting occupancy of the building.
As a result, the building has remained vacant with no heat or hydro, which has resulted in the
deterioration of the building and its heritage attributes.
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On June 23, 2008 Council passed By-law 2008-124 amending Chapter 665 of the City of
Kitchener Municipal Code (Property Standards By-law). The amended Property Standards By-
law enables the City to enforce bringing identified heritage attributes in vacant designated
heritage property up to a minimum acceptable standard in order to prevent and protect against
their deterioration.
By-law 2008-124 defines heritage property as property designated under Part IV of the Ontario
Heritage Act (individually designated) and property designated under Part V of the Ontario
Heritage Act (located within a Heritage Conservation District) identified as being of very high
cultural heritage value or interest. The Victoria Park Heritage Conservation District Study or
Plan did not specifically identify property of very high cultural heritage value or interest. As a
result, in April of 2009 Heritage Planning staff evaluated the properties located within the
Victoria Park Heritage Conservation District in order to identify property of very high cultural
heritage value or interest.
On May 19, 2009 City Council considered Development and Technical Services report DTS-09-
073, which recommended that the property municipally addressed 393-411 Queen Street South
(commonly known as the Barra Castle) and located within the Victoria Park Heritage
Conservation District be identified as a property of very high cultural heritage value or interest
for the purpose of enforcement under the Property Standards By-law. The report referenced the
definition provided in By-law 2008-124 to identify property within Heritage Conservation Districts
as being of very high cultural heritage value or interest. The report noted that the Barra Castle is
consistent with this definition for the following reasons: it is a particularly fine example of an
architectural style; it exhibits unique qualities or details that make it a landmark; it is of any age
that contributes to its heritage value; it is associated with a significant known historic event or
person; and, it contributes to the streetscape because it is part of an unusual sequence,
grouping, or situated in a unique location.
Council’s consideration of the recommendation to identify the Barra Castle as a property of very
high cultural heritage value for the purposes of enforcement under the Property Standards By-
law was deferred to the June 22, 2009 Special Council meeting in order to allow further dialogue
among all interested parties. On June 22, 2009 Council’s consideration of this recommendation
was deferred to the August 24 Council meeting in order to allow the prospective purchaser to
meet due diligence, including the completion of a structural engineering report. It is anticipated
that Council, at its August 24, 2009 Council meeting, will once again defer consideration of this
recommendation until the September 14, 2009 Special Council meeting. The purpose of this
deferral is to allow Council the opportunity to consider both the recommendation made in DTS-
09-073 as well as the recommendations from Heritage Planning staff and the Heritage Kitchener
Committee regarding a Heritage Permit Application, which proposes a partial demolition of the
building. Heritage Planning staff are in receipt of a Heritage Permit Application supported by a
Heritage Impact Assessment and Structural Assessment. The Heritage Permit Application will
be considered by Heritage Kitchener on September 1, 2009 and by Council on September 14,
2009.
Heritage Permit Application: Request for Partial Demolition
The applicant is proposing a partial demolition of the building. The partial demolition of the
building will apply to the middle, back, annex and south-west balcony (see Figure 1.0). The
original front section is proposed to be restored under a future Heritage Permit Application. The
partial demolition request is supported by a Heritage Impact Assessment prepared by Robert J
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Dyck Architect & Engineer Inc. dated August 12, 2009 as well as a Structural Assessment
prepared by Colin A Lee Engineering Ltd. dated July 2009. Heritage Planning staff have had an
opportunity to review and comment on both the Heritage Impact Assessment and the Structural
Assessment.
SOUTH-
WEST
BALCONY
Figure 1.0: Sections of the Building
Heritage Impact Assessment
Heritage Planning staff required the Heritage Permit Application for partial demolition to be
supported by a Heritage Impact Assessment and Structural Assessment. The applicant was
provided a copy of the City’s Heritage Impact Assessment Terms of Reference.
The Heritage Impact Assessment (HIA) prepared by Robert J Dyck Architect & Engineer Inc.
dated August 12, 2009 describes the c. 1930 Barra Castle as a unique and outstanding
example of the Tudor Castle / Scottish Baronial architectural style. Further, the HIA states that
the building is recognized as a landmark and is located within the Victoria Park Heritage
Conservation District and therefore designated under Part V of the Ontario Heritage Act.
The HIA identifies the long term vision for the property, which includes three phases. Phase 1
will involve the proposed demolition of the middle, back, and annex sections of the building as
well as the proposed demolition of the south-west balcony on the front section of the building.
This phase will also include the boarding of all openings on the front section of the building
(Current Heritage Permit Application). Phase 2 will involve the proposed restoration of the front
section of the building (Future Heritage Permit Application). Phase 3 will involve the proposed
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construction of an addition to the rear of the front section of the building (Future Heritage Permit
Application supported by a Heritage Impact Assessment).
The HIA identifies and describes the condition of the heritage attributes and concludes that all of
the heritage attributes require some level of intervention ranging from repair to replacement.
Further, the HIA concludes that the middle, back and annex sections of the building possess
little heritage significance. Based on the condition of the heritage attributes and the significance
of the front versus the middle, back and annex sections, the HIA identifies five conservation
options being: 1. Do nothing; 2. Restore the entire building; 3. Demolish middle, back and annex
section of building and restore the front section of the building and construct a new building at
the rear; 4. Demolish the entire building and replicate the front section of the building and
construct a new building at the rear; and, 5. Demolish the entire building and construct a new
building. The conservation options were evaluated using the Parks Canada Standards and
Guidelines for the Conservation of Historic Places in Canada.
The HIA concludes that the preferred conservation option, Option 3, is to demolish the middle,
back and annex sections of the building and to restore the front section of the building. The HIA
also concludes that the south-west balcony located on the front section of the building should be
documented for future restoration and then demolished due to structural issues.
Heritage Planning Comments Regarding Heritage Impact Assessment
Heritage Planning staff have had the opportunity to review the Heritage Impact Assessment
submitted in support of the current Heritage Permit Application. The following comments are
provided in response to the review of the HIA.
The HIA concludes that the heritage significance relates to the front section of the building (see
Page 30, Section 5.5.2 Heritage Recommendations). Contrary to this conclusion, it is the
opinion of Heritage Planning staff that the heritage significance relates to the entire building and
that the middle, back and annex sections are important in understanding the history and
evolution of the property. For instance, a review of the 1925 Fire Insurance Map (see Figure
2.0) and corresponding 1924/25 Vernon’s Directory suggests that building was originally built as
a 2½ storey house with two separate additions at the rear as well as other accessory buildings.
The 1933 Vernon’s Directory identifies the property as the Barra Castle Apartments with 12
units. As a result, it is reasonable to conclude that the original house was converted to the Barra
Castle sometime between 1924 and 1933 and therefore the later additions may in fact be
related to the original Barra Castle but not the original house. In addition, the HIA identifies the
heritage attributes (see Page 10, Section 3.5) of the building and these heritage attributes are
not limited to the front section of the building. For instance, the HIA identifies common heritage
attributes such as the roof and roofline; the stucco façade; the window and door openings; and,
the original windows and doors. The HIA also identifies more specific heritage attributes such as
the lower flat roof and the squared entranceways, which are located in the middle, back and
annex sections of the building.
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The Barra Castle Property in 1925
QUEEN STREET SOUTH
Figure 2.0: 1925 Fire Insurance Map
The HIA identifies five development options ranging from the do nothing approach to complete
demolition. Each of the five development options is evaluated based on the heritage
significance, the structural assessment, and the financial viability. Heritage Planning staff agree
that the middle, back and annex sections of the building are less significant. Staff also
acknowledge that the structural assessment has identified a number of major deficiencies in
these sections. Heritage Planning staff believe that it is important to consider the financial
viability of any project, particularly in relation to large projects; however, it is the opinion of
Heritage Planning staff that a sufficient level of detail regarding financial viability has not be
provided. Heritage Planning staff are unable to compare the costs associated with each option
as the cost of new construction was not provided. Heritage Planning staff believe that the ability
to compare the costs, and in particular the cost of restoration compared to the cost of new
construction, is critical missing information that should be provided for the Heritage Kitchener
Committee and Council’s consideration.
Structural Assessment
The Structural Assessment prepared by Colin A Lee Engineering Ltd. dated July 2009 identifies
a number of structural deficiencies throughout the entire building. The Structural Assessment
concludes that many of these structural deficiencies can be addressed through repairs but that
some of these deficiencies can only be addressed through replacement. The Structural
Assessment does not conclude that the middle, back and annex sections must be demolished.
However, the consultant does provide an opinion indicating that it is more economical to
demolish and rebuild the middle, back and annex sections of the building.
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Building Staff Comments Regarding Structural Assessment
Building staff have had the opportunity to review the Structural Assessment submitted in support
of the current Heritage Permit Application. Building staff have confirmed that the Structural
Assessment was completed in accordance with good practice.
Heritage Planning Staff Review of the Heritage Permit Application
Heritage Planning staff have completed an analysis of the current Heritage Permit Application
based on the Parks Canada Standards and Guidelines for the Conservation of Historic Places in
Canada (Standards and Guidelines). The Standards and Guidelines are to be applied to historic
places and specific conservation projects in a reasonable manner while taking into
consideration financial and technical feasibility.
The Standards and Guidelines identify three levels of conservation including: preservation,
rehabilitation, and restoration. It should be noted that any given conservation project will often
include a combination of preservation, rehabilitation, and restoration. As noted earlier, the
preferred conservation option identified in the HIA is to demolish the middle, back and annex
sections of the building and to restore the front section of the building. This conservation option
combines elements of both rehabilitation and restoration. Rehabilitation involves the sensitive
adaptation of a historic place or of an individual component for a continuing or compatible
contemporary use, while protecting its heritage value. Rehabilitation is often achieved through
repairs, alterations and/or additions. With respect to the Barra Castle, rehabilitation will include
such items as the repair of existing features or the introduction of a modern addition.
Restoration involves revealing, recovering or representing the state of a historic place or of an
individual component, as it appeared at a particular period in its history, as accurately as
possible, while protecting its heritage value. With respect to the Barra Castle, restoration will
involve the replication of features that have been lost or that are beyond repair based on
documentation such as drawings and photographs.
The following paragraph explains how the current Heritage Permit Application (HPA) proposes
to meet each Standard.
Conserve the heritage value of a historic place. Do no remove, replace, or substantially
alter its intact or repairable heritage attributes.
Conserve changes to a historic place which, over time, have become heritage attributes
in their own right.
Find a use for a historic place that requires minimal or no change to its heritage
attributes.
The current HPA proposes to demolish the middle, back and annex sections of the
building as well as the south-west balcony on the front section of the building. The long
term vision for the building proposes restoration of the front section and an addition on
the rear of the front section in order to accommodate residential apartment units. The
HIA suggests that the middle, back and annex sections of the building are not original.
Although these sections may not be original they are still important to the history and
evolution of the property and they contain heritage attributes. Although the heritage
attributes of the middle, back and annex sections of the building will be lost as a result of
the proposed demolition, the primary interest of the Victoria Park Heritage Conservation
District Plan is to conserve heritage attributes that can be seen from the public realm.
Those heritage attributes located on the middle, back and annex sections of the building
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that will be lost have limited or no visibility from the public realm. In addition, the building
has been vacant for over 2 years, which has resulted in significant deterioration. The
current proposal includes a viable use and therefore the building will not be vacant and
subject to further deterioration.
Protect and, if necessary, stabilize a historic place until any subsequent intervention is
undertaken.
The HIA identifies that the Barra Castle will be protected from further deterioration by
boarding the windows and covering the exposed rear wall of the front section of the
building with plywood and weather barriers. The HIA also indicates that the site will be
monitored.
The current Heritage Permit Application proposes to demolish the middle, back and annex
sections of the building as well as the south-west balcony located on the front section of the
building. The HIA has assessed the heritage significance, the structural condition, and the
financial viability of five conservation options. The HIA has concluded that only the front section
of the building has heritage value while the Structural Assessment has concluded that the
middle, back and annex sections may be repair, reinforced and replaced. However, the HIA
does not contain sufficient detail to allow the comparison of the five conservation options.
Ideally, Heritage Planning staff would request an addendum HIA to elaborate on the financial
viability. In particular, an addendum HIA would include the cost of new construction as well as
other related factors such as number of residential units or energy efficiency. However, Heritage
Planning staff understand the prospective purchaser has an Agreement of Purchase and Sale,
which expires at the end of September. The prospective purchaser is seeking approval of the
current Heritage Permit Application in order to move forward and close the sale of the property.
As a result, Heritage Planning staff understand the importance of time and are prepared to
make a recommendation for conditional approval of the application.
In reviewing the merits of the application, Heritage Planning staff note the following:
The HIA concludes that the most significant section of the building is the original front
section;
The HIA concludes that the middle, back and annex sections were additions to the
original front section;
The primary interest in Heritage Conservation Districts is the conservation of those
heritage attributes that can be seen from the public realm;
The middle, back and annex sections of the building have limited visibility from the public
realm;
The HIA and Structural Assessment have identified that the middle, back and annex
sections of the building require extensive repair, reinforcement, and reconstruction;
The HIA and Structural Assessment conclude that it is not financially viable to restore
the middle, back and annex sections of the building;
The entire building has been vacant for over 2 years during which time its condition has
deteriorated significantly;
The proposals to conserve the building have been very limited;
The proposed partial demolition, front section restoration, and new addition represent
the most viable level of conservation presented within the last 2 years;
The lack of alternative proposals leaves us with the do nothing option whereby the
building continues to be vacant and subject to further deterioration; and,
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The proposed partial demolition of the middle, back and annex sections of the building
will not detract from the character of the Victoria Park Heritage Conservation District,
including the immediate neighbourhood and the Queen Street South streetscape.
FINANCIAL IMPLICATIONS:
None
COMMUNICATIONS:
n/a
CONCLUSION:
The proposed partial demolition will not detract from the heritage character of the Victoria Park
Heritage Conservation District. Accordingly, Heritage Planning staff recommend approval of
HPA-2009-V-010.
REVIEWED BY:
Leon Bensason, Interim Manager of Long Range and Policy Planning (519-741-2306)
ACKNOWLEDGED BY: Jeff Willmer, Interim General Manager
Development and Technical Services Department
List of Attachments
Heritage Permit Application HPA-2009-V-010
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Structural Assessment
Barra Castle
399 Queen Street South
Kitchener, Ontario
for
Polocorp Inc.
July 2009
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Ref: 0945
July 24, 2009
Mr. Paul Puopolo
Polocorp Inc.
379 Queen Street South
Kitchener, Ontario
N2G 1W6
Dear Sir,
RE: BARRA CASTLE
399 QUEEN STREET SOUTH - KITCHENER
STRUCTURAL ASSESSMENT
We are pleased to submit this report that pertains to a structural assessment of the Barra
Castle at 399 Queen Street, South in Kitchener.
1.0 INTRODUCTION
Colin A Lee Engineering Ltd. was retained by Polocorp Inc. to investigate and prepare a
visual structural assessment of the Barra Castle building. Authorization to proceed was
provided by Mr. Paul Puopolo.
2.0 BACKGROUND INFORMATION
The Barra Castle building located at 399 Queent Street, South in Kitchener, is a three
storey building with a Building Area of approximately 5,500 square feet which we
understand was constructed around 1930. The building was previously in use as rental
apartments but was ordered closed in August 2007 by the City of Kitchener Fire
Department due to fire and electrical safety violations and since that time has remained
boarded up without any Hydro or natural gas.
3.0 GENERAL DESCRIPTION OF BUILDING
For purposes of this report, the front of the Barra Castle which faces Queen Street is
considered the West side of the building.
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Barra Castle Page 2
399 Queen Street South, Kitchener
The Barra Castle is a three storey building with an irregular shape in Plan view which we
have divided into four areas. The Front section is a three storey building with a partially
finished basement. The Middle is a three storey with an unfinished basement. Between the
Front and Middle sections of the building there is a change in elevation of the floor and roof
levels. The Back section of the Barra Castle is a four story with no basement. Connected to
the main building at the South East corner is a two story Annex. Figures 1 to 4 show the
floor plans at each level.
Due to its irregular shape in plan, locations of interior and exterior stairs, variation in floor
levels, and in particular, the varying types of construction materials used in each of the four
parts of the building, it appears that the Middle, Back and Annex sections of the building
were likely later additions to the original Front section.
3.1 Front Section
The Front of the building facing Queen Street is constructed of cast in place concrete
with load bearing 2 x 4 wood stud for the exterior walls (Photo 1). Stucco plaster
appears to have been added at a later date to all of the exterior walls. The load
bearing interior walls are 2 x 4 with wood or metal lath and plaster finish. The floor
construction is typically a one inch thick tongue and groove sub floor on 2 x 8 or 2 x
10 wood joists. The roof is sloped from front to back and constructed of 2 x 4 wood
purlins on 2 x 8 roof joists (Photos 3 & 4). The basement walls are of cast in place
concrete.
On the North West corner is a small two storey open balcony in which the exterior
wall is brick and covered with stucco (Photo 5).
3.2 Middle Section
The exterior walls on this section of the building are stucco plaster on metal lath
applied to 2 x 4 walls (Photo 2). The floors are generally 2 x 8 construction and the
interior load bearing walls are 2 x 4. The 2 x 4 walls are covered on the inside with
wood lath or metal lath and plaster. The roof, which is flat, is constructed of 2 x 8
roof joists.
3.3 Back Section
The exterior walls at the Back of the building is stucco plaster on brick with back up
2 x 4 walls or double wythe brick and cinder block. The floors are generally 2 x 8
construction and the interior load bearing walls are 2 x 4. At the ground floor level,
the walls are a mixture of 2 x 4 wood framing, cinder block, and brick speed tile.
The roof, which is flat, is also constructed of 2 x 8.
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Barra Castle Page 3
399 Queen Street South, Kitchener
There is a four storey sunroom that was added to the exterior wall at the back of the
building. This sunroom is framed in wood and covered with aluminium siding with
exposed brick pilasters at the two outer corners.
3.4 Annex
The Annex is a two storey building constructed of stucco plaster on cinder block
(Photo 6). The floors and roof are wood construction. Part of the main floor is
poured concrete on steel I beams. The basement walls are of cast in place concrete.
4.0 STRUCTURAL ASSESSMENT & DISCUSSION
The following are the results of our visual survey of the areas of the building that were
accessible at the time of our visits, and discussion of the condition of the structural elements.
4.1 ROOF
The roof structure appears to be structurally sound and in generally good condition
for the front section of the building.
The roof joists at the back portion over the Living Room and Dining Room areas are
2 x 8 at 16” centres spanning 17’ 2” (Photos 10 & 11). Structurally, these joists are
over spanned for the design roof snow loads and would need to be reinforced or
replaced with larger joists.
The 2 x 8 roof joists adjacent to the back wall on the back section of the building in
the Dining Room and Bedroom 2 are water damaged with rot and mould, and would
need to be replaced.
There is only one roof drain serving this entire roof (Photo 7). Since the roof is flat,
we would recommend the installation of a second roof drain, and possibly even
installing tapered insulation below the roof membrane which would provide a
minimal roof slope and permit proper flow of water to the roof drains.
4.2 PARAPET
The crenelated parapet, or square, notched battlements at the roof, provides the
distinctive castle like feature to this building. These notches are covered with
painted galvanized metal flashing. The parapet, below the notches, is constructed of
stucco with metal lath on wood framing.
Parts of the galvanized crenels are rusted and damaged and therefore need repairing.
The stucco on the inside of the parapets is cracked in several places and is allowing
water to enter the wall assembly (Photos 7, 8 & 9).
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Barra Castle Page 4
399 Queen Street South, Kitchener
At the base of the parapet to roof joint, the flashing is in very poor condition. Much
of the water damage within the building is likely due to poor waterproofing at the
roof to parapet joints. Proper flashing of the roof membrane to parapet joint is
required.
The stucco plaster on the inside of the parapet would first need to be repaired, and
then the entire inside face of the parapet covered with a suitable flashing membrane
and aluminium counter flashing.
4.3 FLOOR STRUCTURE
The floor structure of this building is generally in good condition. However the 2 x 8
floor joists spanning 17’ 2” in the Living room and Dining Room at the back of the
Barra Castle are over spanned and would need to be reinforced. Structural steel
channels 7” deep were added between the existing floor joists supporting the third
floor for this purpose (Photo 12).
The 2 x 8 floor joists at the Ground, Second and Third floors adjacent to the back
wall of the Dining room are water damaged with rot and mould and need to be
replaced (Photo 12).
It is our opinion that much of the water damage to the floor structure can be
attributed to the windows and doors that are broken on the upper floors and therefore
allowing rain and snow to enter the building.
4.4 INTERIOR LOAD BEARING WALLS
The studs in the 2 x 4 bearing walls are generally in good condition where they have
been exposed. We found one area between the Bathroom and Bedroom 1 on the
second floor has been notched for the water pipes, thereby weakening them (Photo
13). These studs and 4 x 4 posts within the walls need to be replaced. When the lath
and plaster finish on other walls are removed especially in the Bathroom and
Kitchen areas, then the exposed load bearing studs should be examined and will
need to be replaced or reinforced wherever they have been found to be notched and
cut.
4.5 EXTERIOR WALLS
The front of the Barra Castle is cast in place concrete up to the second floor. The
stone in the concrete is of widely varying sizes and up to 6 inch diameter was
observed in the walls. There is a smooth stucco finish on the outside which varies in
thickness up to ¾ inch in some areas. On the Middle and Back sections of the
building it is stucco applied on brick or wood. The inside of the walls are generally
plaster with metal or wood lath with no vapour barrier on wood stud.
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Barra Castle Page 5
399 Queen Street South, Kitchener
In addition to specific areas identified below, we found extensive cracking of the
exterior stucco plaster which vary from hairline to wide open and are visible around
the building perimeter (Photos 14 & 15). On the lower ground level tapping on the
plaster indicated that it was hollow and delaminated in numerous places indicating
that it had debonded from the substrate. We would expect that this would be more
prevalent on the upper floors of the building.
In our opinion, it is not acceptable to simply patch over the cracks in the stucco
plaster where the stucco has already debonded from its substrate. Any repair would
require removal of loose, cracked or bulging stucco. The brick or concrete substrate
would then need to be inspected to ensure that it is not loose or soft. Any loose or
soft substrate would need to be repaired before re-applying new stucco.
4.6 FOUNDATIONS
The foundation walls are of cast in place concrete. Our visual examination of the
foundation walls show that they are in generally good condition with no obvious
signs of cracking or settlement. The basement appears dry and there does not appear
to be any outside surface or groundwater entering the building through the
foundation walls.
4.7 EXTERIOR STAIRS
There are five sets of stairs (Figure 2) leading from the main building to the exterior
as follows:
Stair # 1, or the main entrance stair, is poured concrete on grade. The walls
of the stair are cracked and separated from the treads. This stair needs to be
rebuilt as we do not believe that it can be repaired (Photo 16).
Stair # 2 is poured concrete on grade. The concrete forming the treads and
walls are cracked and deteriorated (Photo 17). This stair needs to be rebuilt.
Stair # 3 is a suspended, reinforced concrete slab. There is extensive spalling
of the concrete below the stair and severe corrosion of the reinforcing steel.
This suspended stair is not structurally sound and needs to be rebuilt (Photo
18).
Stairs # 4 and # 5 are poured concrete on grade and structurally are in
satisfactory condition. Any repairs that may be required are non-structural
and cosmetic in nature.
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Barra Castle Page 6
399 Queen Street South, Kitchener
4.8 SOUTH WEST BALCONY
There is a small, three storey balcony (Figures 2, 3 & 4) between the Kitchen and
Living room at the Front portion of the building. The exterior walls of this balcony
are severely damaged (Photos 19 & 20). The stucco is completely cracked,
delaminated and spalling. There is erosion and structural degradation of the cast in
place concrete behind. The floor joists supporting this balcony on the third floor are
water damaged and rotting.
While not in immediate danger of collapse, we do not believe that this balcony is
structurally capable of supporting the required design residential floor live load and
needs to be demolished and reconstructed.
It should be noted that the adjacent Kitchen is partly supported by the balcony and
therefore would require to be temporarily supported while the balcony is being
repaired. If the balcony is demolished and is not going to be rebuilt, then a new
support structure for the corner of the Kitchen would be required in the form of a
load bearing wall or column below.
4.9 NORTH WEST BALCONY
The two storey North West balcony appears to be an addition to the original
building. There is a continuous vertical crack where the brick wall of the addition
meets the concrete wall of the original building.
We would recommend that the small wood roof over the balcony be replaced and
the new roof framing could then be properly anchored to the walls of the balcony as
well as the walls of the original building. Proper flashing of the open balcony is
required to prevent water and moisture entering the joint between the balcony and
the main building.
4.10 ALCOVE
At the west end of the dining room in the Back portion of this building is a three
sided alcove (Figures 2, 3 & 4). The exterior walls of this alcove as well as sections
of the exterior walls on either side of the alcove are badly damaged (Photos 21, 22 &
.
23) The stucco is severely cracked, delaminated and in some areas has completely
spalled off. The brick and mortar joints behind the stucco plaster are damaged due
to water penetration and freez-thaw degradation. The exposed brick face is severely
eroded and the mortar deteriorated. The steel angle lintels over the windows are
severely corroded with rust jacking evident which has created gaps between the
brick and the lintel.
It is our opinion that the stucco and brick on this exterior alcove wall, while not
structurally unstable at the current time, will continue to deteriorate rapidly if left
untreated, and eventually will become structurally unsafe. The stucco, lintels and
brick wall in the areas described above would need to be removed and rebuilt.
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Barra Castle Page 7
399 Queen Street South, Kitchener
4.11 BACK WALL OF BUILDING
The exterior wall at the Back or East end of the Barra Castle is badly damaged due
to water (Photos 24, 25 & 26). The stucco finish is severely cracked and damaged.
Around the windows the stucco has spalled off, exposing the brick wall. The
exposed brick face has delaminated and the mortar has deteriorated. The lintels over
the windows have severe rusting.
The stucco, brick and steel lintels need to be removed and rebuilt from the roof to
the ground floor level. We would expect there would be rotting, mould and mildew
of the back up wood studs (Photos 10 & 26), and the affected studs would need to be
replaced.
4.12 FUTURE FLOOR
The load bearing walls of the Barra Castle will not carry a future floor above, as they
are not structurally adequate. If a future floor is to be added, then all of the bearing
walls on the floors below will have to be reinforced by adding additional studs at
closer spacing or doubling up the existing studs within the walls. The size of the
existing footings will also have to be investigated to ensure that they can carry the
additional floor loads.
4.13 ARCHITECTURAL ELEMENTS
Many of the exterior architectural features of the Barra Castle have been damaged
by vandalism or by degradation due to weather, and in our opinion are now beyond
repair.
The concrete arch over the exterior walkway on the north side of the building is
badly cracked. The decorative concrete cap can be saved and reinstalled (Photo 27).
The gothic arches found over some of the entrance doors and balcony windows are
generally in good condition. We found the stucco had cracked and separated from
the brick on one of these arches at the second floor North-West balcony (Photo 29).
Repair would involve removing the existing stucco, examining the brick and mortar
joints below to ensure that they are sound and replacing with new stucco.
Many of the windows at the North and South sides of the building that have the
distinctive keystone above the window also have badly cracked stucco and corroded
steel angle lintels. The damaged stucco, lintels, brick and mortar above the windows
would have to be replaced, together with the decorative concrete keystone and
header (Photo 28 & 30).
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Barra Castle Page 8
399 Queen Street South, Kitchener
5.0 CONCLUSION
The following points summarize our recommendations and conclusion based on our visual
examination and structural assessment of the Barra Castle:
5.1
There is extensive cracking, spalling and damage to the stucco plaster finish
on the exterior walls. At the lower levels, the stucco around many of these
cracks was found to be hollow and delaminated from the concrete, brick and
wood substrates. A similar pattern for the cracks visible at the higher levels
of the walls would be expected. We would recommend further examination
and condition survey of all of the exterior wall areas to determine the full
extent of damage. The stucco can then be repaired by removing all loose or
cracked plaster, inspection and repair of the concrete, block or brick
substrate below if it is loose or soft, then re-applying new stucco.
5.2
At least one additional roof drain is needed to supplement the existing single
roof drain and tapered roof insulation over the flat roof portions added to
ensure adequate drainage of rain water from the roof.
5.3
Proper flashing and waterproofing is required on the interior of the roof
parapet. Replace rusted and damaged galvanized flashing that form the top
of the crenelated parapet. The plaster on the inside of the parapet needs to be
repaired and the entire inside face of the parapet then covered with a suitable
flexible flashing and aluminium counter flashing.
5.4
Our analysis indicates that the 2 x 8 roof joists and floor joists at the Back
section of the building (Living room and Dining room) are over spanned for
the design floor live loads, and need to be reinforced or replaced with larger
joists.
5.5
Exterior concrete stairs 1, 2 and 3 are damaged and need to be rebuilt.
5.6
There is extensive deterioration of the South West balcony at the Front
section. In our opinion is currently not structurally capable of supporting the
required design live floor loads. This balcony should be removed down to
the ground floor level and then reconstructed. The kitchen which is attached
to the balcony will need to be temporarily supported until the reconstruction
work is completed. If the balcony is not going to be reconstructed, then the
kitchen would either have to be also demolished, or a new load bearing
column/wall added below to support the kitchen.
5.7
The exterior walls around the Alcove and back wall at the East end of the
building, are badly damaged and need to be rebuilt.
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Barra Castle Page 9
399 Queen Street South, Kitchener
5.8
Many of the exterior architectural elements such as the keystones over the
windows, concrete arch over the exterior walk, concrete headers and sills
around the windows are damaged and in our opinion are beyond repair and
would need to be replaced.
5.9
The roof structure over the North West balcony needs to be replaced. The
wall and new roof at the top of this balcony should then be attached
structurally to the main north wall of the building to avoid further separation
of the two areas.
5.10
Due to the extensive repairs required to the exterior cladding and the load
bearing elements of the structure on the Middle and Back portions of the
building, it is our opinion that it would likely be more economical to
demolish and then rebuild these areas.
5.11
To mitigate further structural damage to this unoccupied building, we
recommend that the damaged windows and doors on the upper floors should
be covered over to prevent rain and snow from entering.
We trust that the information contained in this report is adequate for your present needs. If
there are any questions or you require further information, please do not hesitate to contact
the undersigned.
All of which is respectfully submitted;
Yours very truly,
COLIN A LEE ENGINEERING LTD.
Colin Lee, M.A.Sc., P.Eng.
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Appendix A
Figures
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