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A Restaurant renovationprocess starts with defining the existing building problems
The client obtained the previous as-built drawings
from the
City building
department to confirm the last legal, permitted renovation in 1985,
as well as a major upgrade in 1970. Plan copies for previous renovations (before 1970)
were not available from the City of Vancouver.
The city requires
all permit applications include
drawings of the existing building
and the
proposed alterations
. The City requires that a Certified Professional provide sealed
drawings and legal responsibility declarations
for each building component
before issuing a building permit.
It was decided to submit
a detailed set of preliminary drawings to the City, without providing
certified professional seals
, to determine
the maximum cost of upgrading
that the City would require. Requesting a complete plan review
of the intended renovation proposal lets the City know exactly what your renovation
will cover (including proposed code upgrades). The City can then determine if additional
upgrading will be required to meet current bylaw provisions. This is the
most cost-effective method to avoid costly surprises, after you sign a lease and
start the renovation.
The City approved our initial renovation proposal, subject to enclosing the exterior HVAC and make-up air equipment. The final (approved) drawings included an exterior enclosure on the rear of the building. Having determined the City requirements, the final lease agreement was signed. Tenant allowance included the Landlord paying for the HVAC and the mechanical enclosure.
The building had originally been a 2 storey house. Sometime
between 1930-1945 the house was raised for a commercial space at street level. The
original foundation (noted on the as-built plans
as
HCB)
was actually fired clay blocks. When the interior walls were removed, this surprise
changed the renovation plan. Fired clay presented a severe seismic resistance problem.
Resolving the structural foundation problem was a relatively
simple procedure. Since the existing floor slab was to be replaced, providing a new
foundation inside the existing block walls was approved by the structural engineer.
After the new slab/footing was placed, the bearing walls were framed inside the
existing foundation. Seismic upgrading was provided by solidly sheathing the interior
of the original framing (pony walls) with 1/2" plywood. Since insulation was not
required when the original renovation was performed, the original wall cavity was
filled with fiberglass prior to sheathing.
To provide additional load bearing capacity and increase seismic resistance, a 16"
steel "I beam" was installed to replace an existing 8x8 wood beam for the
entire length of the restaurant. Support for the beam was provided by steel posts
anchored into new, steel reinforced footing pads. The posts were later poured into
the new 4 inch slab. The front masonry exterior wall had not been built on any
foundation footings and so that needed to be rectified as well. Once this work was
completed, the City building inspector passed the structure to proceed to insulation.
Restaurant renovation continued...
Planning Steps
Legal Responsibilities
Good Restaurant Designers
Designing a Restaurant
Renovation Myths
Leasing a Good Restaurant Space
renovation project planning and design services to lease space clientsin Vancouver, North Vancouver, Burnaby, New Westminster, Coquitlam, Port Coquitlam, Port Moody, Delta, Richmond, Surrey, White Rock, Langley, Maple Ridge and Pitt Meadows, BC.
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Commercial Renovation Designers
is an
online renovation information service from Contractor Watchdog Services
, Coquitlam, BC
Tel: 604-526-6664 email:
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