107.1 General. Add the following sentence after exception paragraph:
The application for the permit shall be accompanied by not less than
two (2) sets of construction documents drawn to scale, with sufficient
clarity and detail dimensions to show the nature and character of
the work to be performed, including general construction, special
inspections, construction observation programs, structural, mechanical
and electrical work and calculations. For construction costing in
excess of five hundred thousand dollars ($500,000.00), each sheet
of each set of plans, each set of specifications, calculations and
other data shall be legally sealed by a registered design professional
as required by the State of Missouri statutes. Where special conditions
exist, the building official is authorized to require additional documents,
information or calculations that are to be prepared by a registered
design professional licensed in the State of Missouri. Legally sealed
may include a wet seal with original signatures or other approved
methods.
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Buildings or structures exempt from these requirements are:
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a.
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One-family dwellings.
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b.
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Two-family dwellings.
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c.
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Commercial or industrial buildings not more than one thousand
two hundred (1,200) square feet and which provide for the employment,
sleeping, assembly, housing or feeding of less than ten (10) persons.
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d.
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Any structure containing less than twenty thousand (20,000)
cubic feet, except as provided in Subsection b or c above.
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e.
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A building or structure used exclusively for farm purposes.
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107.2.5 Site plan. There shall also be filed a
site plan showing to scale the size and location of all the new construction
and all existing structures on the site, distances from lot lines,
the established street grades and the proposed finished grades; and
it shall be drawn in accordance with an accurate boundary line survey
and certifying as to date survey was made. In the case of demolition,
the site plan shall show all construction to be demolished and the
location and size of all existing structures and construction that
are to remain on the site or plot.
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Delete 107.2.5.1 in its entirety.
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107.2.5.2 Private sewage disposal system. The site
plan shall indicate the location of a private sewage disposal system
where a public sewer is not available. All technical data and soil
data required by the State of Missouri Regulation 19 CSR 20-3.060,
Minimum Construction Standards for On-Site Sewage Disposal Systems,
shall be submitted with the site plan.
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107.2.5.3 Location of utility easements to be shown on
building permit applications. All applications for building
permits shall clearly show the location of all utility easements and
all structures, lines or pipes used by the utility and located within
such utility easements. No building permit shall be issued with respect
to a structure to be located on, over, under or within a utility easement
unless and until such time as the Board of Public Works or the Town
Council:
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A.
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Shall determine that the structure as proposed contains adequate
protection to insure:
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1.
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Full ingress and egress to all portions of the easement insuring
full and safe maintenance, construction and reconstruction of all
utility structures located or which could be located within the easement;
and
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2.
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Full use of the easement for utility purposes without danger
to public property and to the health, safety and welfare of the citizens
of the Town.
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B.
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Shall receive adequate assurances in the form of a bond or a
waiver of claim and indemnity agreement on a form approved by the
Town counselor sufficient to protect the Town and its citizens from
loss.
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Provided, however, that in lieu of the requirements of Subsections A and B above, an applicant shall have the option of relocating any and all utility improvements and utility easements at the applicant's own expense and upon the written approval of the owner of the improvements and utility easements.
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109.6 Refunds. The building official shall authorize
the refunding of fees as follows:
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1.
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The full amount of any fee paid hereunder which was erroneously
paid or collected.
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2.
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Not more than seventy-five percent (75%) of the permit fee paid
when no work has been done under a permit issued in accordance with
this code.
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The building official shall not authorize the refunding of any
fee paid, except upon written application filed by the original permittee
not later than one hundred eighty (180) days after the date of fee
payment permit expiration.
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114.4 Violation penalties.
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(1)
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Any person who shall violate a provision of this code or shall
fail to comply with any of the requirements thereof or who shall erect,
construct, alter, demolish or repair a building or structure in violation
of an approved plan or directive of the building official, or of a
permit or certificate issued under the provisions of this code shall
be guilty of an ordinance violation and be punished as set forth in
this adopting ordinance. Each day that a violation continues shall
be deemed a separate offense. The Town is not required to prove criminal
intent as a part of its case. It is enough to prove that the defendant
either did the act which was prohibited or failed to do an act which
the defendant was legally required to do.
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(2)
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Any person who demolishes a structure without first obtaining
a permit to demolish the structure shall be punished by a fine of
one dollar ($1.00) per gross above-ground square footage of the structure
in addition to the penalties described in Section 114.4(1). The Town
is not required to prove criminal intent as a part of its case. It
is enough to prove that the defendant either did the act which was
prohibited or failed to do an act which the defendant was legally
required to do.
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1604.1 General. Add the following to this paragraph:
The following standard structural design criteria are established:
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1.
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Roof Live Load, Minimum Unreduced = 20 psf.
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2.
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Snow Load (Ground Snow Load) Pg = 20 psf.
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3.
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Seismic Loading;
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a.
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Site class D, default site class per 1613.3.2.
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b.
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Mapped Spectral response accelerations.
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(1)
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Ss = 0.167 or per USGS data.
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(2)
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S1 = 0.093 or per USGS data.
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1.
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The top of the barrier shall be at least seventy-two (72) inches
(1,836 mm) above finished ground level measured on the side of the
barrier which faces away from the swimming pool. The maximum vertical
clearance between finished ground level and the barrier shall be two
(2) inches (51 mm) measured on the side of the barrier which faces
away from the swimming pool. Where the top of the pool structure is
above finished ground level, such as an aboveground pool, the barrier
shall be at finished ground level, such as the pool structure, or
shall be mounted on top of the pool structure. Where the barrier is
mounted on the pool structure, the opening between the top surface
of the pool structure, the opening between the top surface of the
pool frame and the bottom to the barrier shall not allow passage of
a four-inch (102 mm) diameter sphere.
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Exception: For use groups R-3 and R-4 the top of
the barrier shall be at least forty-eight (48) inches (1,219 mm) above
finished ground level measured on the side of the barrier which faces
away from the swimming pool, provided the swimming pool is equipped
with a safety cover which complies with ASTMF 1346.91 (2003).
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3303.6 Utility connections. Before a structure
can be demolished or removed, the owner or agent shall notify all
utilities having service connections within the structure such as
water, electric, gas, sewer, and other connections. A permit to demolish
or remove shall not be issued until:
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(1)
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A release is obtained from the utilities, stating that their
respective service connections and appurtenant equipment, such as
meters and regulators, have been removed or sealed and plugged in
a safe manner; and
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(2)
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A bond or other security deposited with the Town in the amount
of two thousand dollars ($2,000.00), guaranteeing that the building
and debris are removed from the lot within ninety (90) days, the lot
graded to comply with Section 3304 and required inspections are completed;
and
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(3)
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During demolition, sewer laterals connecting the building to
the Town sewer system are to be cut and capped in an approved manner
at or near the property line. The cap must be inspected prior to backfill
of the excavation.
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