[R.O. 1992 § 500.040; Ord. No.
2124-06 § 1, 6-6-2006; Ord. No. 2397-11 § 1, 3-1-2011; Ord. No. 2467-13 § 1, 6-4-2013; Ord. No. 2557-15 § 1, 8-18-2015; Ord. No. 2618-16, 11-15-2016; Ord. No. 2733-19, 4-2-2019]
As used in this Chapter, the following terms shall have these
prescribed meanings:
The City Administrator shall be the acting Building Official
during temporary absence or disability of the Building Official. In
the absence of the City Administrator and the Building Official, the
Mayor will appoint a temporary replacement.
The chief legislative body of the City of Camdenton.
The officer or other designated authority charged with the
administration and enforcement of this Code.
The City of Camdenton.
The Chief Administrative Officer of the City.
The designated fire official who is charged with the administration
and enforcement of this Code.
The Chief Executive Officer of the City.
[R.O. 1992 § 500.050; Ord. No.
2124-06 § 1, 6-6-2006; Ord. No. 2467-13 § 1, 6-4-2013; Ord. No. 2557-15 § 1, 8-18-2015; Ord. No. 2574-16, 2-2-2016; Ord. No. 2733-19, 4-2-2019]
[R.O. 1992 § 500.060; Ord. No.
2124-06 § 1, 6-6-2006; Ord. No. 2467-13 § 1, 6-4-2013; Ord. No. 2733-19, 4-2-2019]
Nothing in this Article or in the Building Code hereby adopted
shall be construed to affect any suit or proceeding impending in any
court, or any rights acquired, or liability incurred, or any cause
of action acquired or existing under any act or ordinance hereby repealed;
nor shall any just or legal right or remedy of any character be lost,
impaired or affected by this Article.
[R.O. 1992 § 500.070; Ord. No.
2124-06 § 1, 6-6-2006; Ord. No. 2397-11 § 1, 3-1-2011; Ord. No. 2467-13 § 1, 6-4-2013; Ord. No. 2733-19, 4-2-2019]
A.
A fee for each permit and inspection shall be paid in accordance
with the following schedule. Building permit fees will be based on
the estimated valuation cost of the total value of work, including
materials and labor. The valuation of construction will be compared
to the current "building valuation data," and if the valuation is
underestimated on the application, then the estimated valuation cost
shall be calculated using the most current "building valuation data"
schedule as published by the International Code Council.
Any project requiring a permit that is started without a legal
permit will be required to pay one hundred fifty percent (150%) of
the standard permit fee.
1.
Permit fees for residential one-family dwellings, two-family
dwellings and town houses governed by the currently adopted International
Residential Code.
|
Total Valuation
|
Fee
|
|---|---|
|
$0.00 to $5,000.00
|
$50.00
|
|
$5,000.00 and above
|
$50.00
Plus $2.00 per each additional $1,000.00 of valuation
|
|
Estimated cost of construction for new structures or additions
shall be based upon the building construction valuation of a minimum
of sixty-five dollars ($65.00) per square foot for habitable areas
and twenty dollars ($20.00) per square foot for garages, no exceptions.
| |
|
Minimum permit fee
|
$50.00
|
2.
Plan review fees for all residential structures governed by
the currently adopted International Residential Code:
|
Plan Review Fee Deposit
|
STBD; Equal to one-half (1/2) of the Building Permit Fee
|
|---|---|
|
When the total construction valuation of a proposed project
exceeds two hundred thousand dollars ($200,000.00) and a plan is required
to be submitted, then a plan review fee deposit shall be paid in advance
at the time of application. The deposit shall constitute a credit
toward the total permit fee(s). The remainder of the fee(s) is due
when the approved permit is picked up by the applicant.
| |
3.
Plan review fees for all commercial and residential structures
governed by the currently adopted International Building Code, National
Electric Code, International Plumbing Code, International Mechanical
and Fuel Gas Code, International Fire Code and International Existing
Building Code:
|
Plan Review Fee Deposit
|
STBD; Equal to one-half (1/2) of the Building Permit Fee
|
|---|---|
|
When the total construction valuation of a proposed project
exceeds one hundred thousand dollars ($100,000.00) and a plan is required
to be submitted, then a plan review fee deposit shall be paid in advance
at the time of application. The deposit shall constitute a credit
toward the total permit fee(s). The remainder of the fee(s) is due
when the approved permit is picked up by the applicant.
| |
4.
Permit fees for all commercial and residential structures governed
by the currently adopted International Building Code, National Electric
Code, International Plumbing Code, International Mechanical and Fuel
Gas Code, International Fire Code and International Existing Building
Code:
|
Total Valuation
|
Fee
| |
|---|---|---|
|
$0 to $20,000.00
|
$150.00
| |
|
$20,001.00 to $200,000.00
First $20,000.00
Plus $6.00 per each additional $1,000.00 of valuation
|
$150.00
| |
|
$200,001.00 to $1,000,000.00
First $200,000.00
Plus $4.50 per each additional $1,000.00 of valuation
|
$1,230.00
| |
|
$1,000,001.00 and over
$1,000,000.00
plus $3.00 per each additional $1,000.00 of valuation
|
$4,830.00
| |
|
Plumbing permit only (up to $5,000.00 of valuation; $150.00
for permits > $5,000.00)
|
$75.00
| |
|
Electric permit only (up to $5,000.00 of valuation; $150.00
for permits > $5,000)
|
$75.00
| |
|
Mechanical/fuel gas permit only (up to $5,000.00 of valuation;
$150.00 for permits > $5,000.00)
|
$75.00
| |
|
Minimum permit fee (unless noted)
|
$150.00
| |
|
5.
|
Demolition permit:
| |
|
Residential
|
$50.00
| |
|
Commercial
|
$100.00
| |
|
6.
|
Fence permit
|
$35.00
|
|
7.
|
Deck permit
|
$50.00
|
|
8.
|
Detached accessory building permit 200 square feet or less
|
$35.00
|
|
9.
|
Excavation permit/Land Use permit
|
$75.00
|
|
10.
|
Swimming pool permit
|
$35.00
|
|
11.
|
Blasting permit
|
$75.00
|
|
12.
|
Tent/canopy permit
|
$35.00
|
|
13.
|
Sign permit fees:
| |
|
Total Valuation Fee
|
Fee
| |
|
$0.00 to $1,000.00
Plus $5.00 per each additional $1,000.00 of valuation
|
$25.00
| |
|
Minimum permit fee
|
$25.00
| |
[Ord. No. 2679, 10-17-2017; Ord. No. 2733-19, 4-2-2019]
A.
Title. This Section shall be known as the City of Camdenton Post
Frame Building Standard.
B.
Scope. The provisions of this Section shall apply to the design and
construction of post frame buildings or additions thereto, intended
for agricultural or residential secondary or accessory building uses
on tracts of property that are zoned for residential or agricultural
purposes. The provisions of this Article are deemed to comply with
the spirit and intent of the minimum design and construction provisions
of the 2018 Edition of the International Building Code. The City of
Camdenton offers no warranty or guarantee on buildings utilizing these
design specifications.
C.
Limitations. Buildings designed and constructed under these provisions shall not exceed the limitations of this Section. Buildings that exceed the limitations of Section 500.080(C)(1) through 500.080(C)(7) shall be designed in accordance with the requirements of the 2018 Edition of the International Building Code by a professional licensed by the State of Missouri to practice in the design of buildings.
1.
Area. Buildings shall not exceed one thousand six hundred (1,600)
square feet in area. Exception: Agricultural buildings shall not be
limited in area.
2.
Use. Buildings designed and constructed under these provisions
shall be limited for use as detached residential secondary or accessory
buildings or agricultural buildings. Buildings designed and constructed
under the provisions of this standard are not intended for residential
or commercial uses. Post frame buildings intended for residential
or commercial use shall have structural and architectural plans prepared
by a design professional licensed by the State of Missouri showing
compliance with the applicable codes and standards for the proposed
use and occupancy.
3.
Height. The sidewall height of buildings designed and constructed
under these provisions shall not exceed fourteen (14) feet or one
(1) story.
4.
Building Dimensions. The maximum width dimension of a building
designed per these provisions shall not exceed forty (40) feet.
5.
Braced Wall. Buildings shall be provided with exterior braced
walls. Bracing shall be located in the sidewalls at each corner by
means of a nominal two-inch by four-inch diagonal brace or other approved
bracing.
6.
Openings In Exterior Walls. No single opening for doors, windows or other purposes that exceed sixteen (16) feet in width shall be placed in exterior walls. Buildings that are open on one (1) side shall have posts embedded two (2) feet deeper than depth required by Section 500.080(F) or shall be provided with an acceptable brace for wind resistance.
7.
Exit Required. At least one (1) exit door complying with this
Section shall be provided. Exit doors shall be of the pivoted or side
hinged swing type. The exit door opening shall be of a size to permit
installation of a door not less than three (3) feet in width and not
less than six (6) feet eight (8) inches in height. The exit door shall
be openable from the inside without the use of a key or any special
knowledge or special effort.
D.
ACCESSORY BUILDING
AGRICULTURAL BUILDING
BRACED WALL
BUTT ENCASED
FOOTING
GIRT
POLE or POST
PURLIN
SECONDARY BUILDING
Definitions.
A subordinate building, no greater than two hundred (200)
square feet in area, having a use customarily incident to and located
on the lot occupied by the main building; or a use customarily incident
to the main use of the property.
A building that is used solely for the storage of machinery,
equipment, shelter for livestock or commodities that are raised on
site, or other operations related to carrying on the farming operations
on a tract of land of five (5) contiguous acres or more in area.
A wall that has been provided with diagonal bracing which meets the requirements of Section 500.080(G)(5) of this Code.
The concrete encasement of a pole or post at the lower twelve
(12) inches of its embedment in the earth.
That portion of the foundation that spreads and transmits
loads directly to the soil.
The horizontal wall framing members that span between posts
and are used to support the exterior wall covering.
A preservative treated round, square or rectangular wood
member, that is solid sawn or laminated, and is intended to be embedded
in the ground to support building structural loads and transmit the
loads to the footing.
The structural members that span between rafters or trusses
used to attach and support the metal roof coverings and transfer the
roof loads to the rafters or trusses.
A subordinate building, greater than two hundred (200) square
feet in area, having a use customarily incident to and located on
the lot occupied by the main building. A detached garage, shop or
storage building.
E.
Design Loads.
1.
Live Load. The roof snow load shall be twenty (20) pounds per
square foot.
2.
Dead Load. The roof dead load shall be four (4) pounds per square
foot for roofs that utilize a metal roof covering.
3.
Wind Load. Buildings designed and constructed under these provisions
shall be considered to be designed for a 115 mph ultimate design wind
speed located in an exposure category of a 'B' or 'C'
wind zone.
4.
Foundation Design. Foundations for buildings designed and constructed
under these provisions shall be designed and installed in accordance
with this Section. Foundations shall be designed to support the imposed
load and be capable of resisting wind uplift and overturning. The
loading requirements that shall be applicable for buildings designed
and constructed under these provisions shall be as specified in this
Section.
F.
Foundation Designs.
1.
Foundation Diameter. The diameter of holes for post foundations
and the required footing thickness shall be in accordance with Table
500.080.1. Footings shall be placed to a depth so that the building
loads are supported on natural undisturbed soils. Unless unusual site
conditions exist, soils bearing capacity shall be assumed to have
a one thousand five hundred (1,500) psf bearing capacity.
|
Table 500.080.1
| |||
|---|---|---|---|
|
Minimum Footing Dimensions
| |||
|
Building Width
|
Post Spacing
|
Footing Thickness
|
Footing Diameter
|
|
24 feet
|
8 to 10 feet
|
8 inches
|
15 inches
|
|
30 feet
|
8 to 10 feet
|
8 inches
|
17 inches
|
|
36 feet
|
8 to 10 feet
|
8 inches
|
18 inches
|
|
40 feet
|
8 to 10 feet
|
8 inches
|
18 inches
|
2.
Pole Or Post Embedment. Poles or post shall be embedded in the
earth to a minimum depth of four (4) feet. The footing thickness shall
be per Table 500.080.1 below the four (4) feet of embedment.
3.
Shallow Pole Or Post Embedment. When it is necessary to use
a pole or post embedment depth of less than forty (40) inches but
not less than thirty (30) inches due to rock or other local site conditions,
knee bracing shall be provided, and the post foundation shall be backfilled
to grade with concrete. Embedment depth of less than thirty (30) inches
is not allowed under this standard.
4.
Backfill. Footings of concrete, one (1) inch or larger gravel
or other approved materials shall be placed under post or poles. Footings
shall have a minimum thickness in accordance with Table 500.080.1.
Posts shall be either butt encased with concrete, or be fully embedded
with concrete, or be provided with other approved means to provide
for resistance to wind uplift. If posts are provided with butt encasement
or blocked anchors, the remaining annular space of the post foundation
holes shall be backfilled by firmly tamping clean soil or sand in
maximum of eight (8) inch layers.
5.
Concrete Placement. Concrete used for footings or post encasement
shall be placed as a wet mix.
6.
Pole Or Post Anchor. Poles or posts shall be anchored to the
encasing concrete whether butt encased or fully encased, with a minimum
of two (2) one-half (1/2) inch #4 reinforcing bar placed through drilled
holes in the pole or post and placed at ninety degrees (90°) angles.
The rebar shall have a minimum one (1) inch concrete cover from the
bottom and top of the encasing concrete.
Blocked anchors shall be provided when the backfill of the annular
space consists of earth, sand or gravel tamped in eight-inch layers.
G.
Wall Construction.
1.
Pole Or Post Size And Spacing. Poles or post may be solid sawn
or laminated. Poles or post shall be of a minimum dimension as required
by Table 500.080.2 based upon the building height and spacing of post.
The spacing of poles or post shall not exceed the maximum shown in
Table 500.080.2 for the dimension of the post that will be used.
2.
Wood Subject To Decay Or Termite Damage.
a.
Wood Embedded In Ground Or Concrete. Wood embedded in the ground
or in direct contact and used for the support of permanent structures
shall be treated for ground contact. Wood supporting permanent structures
that are embedded in concrete in direct contact with earth or embedded
in concrete exposed to weather shall be treated for ground contact.
Wood which is in contact with the ground shall be treated for ground
contact. All treated wood shall bear a stamp from an approved agency
identifying the treatment retention of the member.
NOTE: It is recommended that any wood that is embedded in the
earth or embedded in concrete that is in direct contact with the earth
be pressure treated to a retention level of six-tenths (0.6) lbs.
per cubic foot in accordance with AWPA (American Wood Protection Association)
Standard C22.
b.
Wood In Contact With The Earth Or Subject To Water Splash. Wood
that is in contact with the ground or is located within eighteen (18)
inches of the ground surface shall be pressure preservative treated
or wood of natural resistance to decay and termites.
|
Table 500.080.2
| ||||
|---|---|---|---|---|
|
Post Size And Spacing Requirements
| ||||
|
Effective Building Heights in Feet1
| ||||
|
Post Size2
|
8
|
10
|
12
|
14
|
|
Pole or Post Spacing in Feet
| ||||
|
Solid Sawn
| ||||
|
4x4 nominal
|
7
|
6
|
4
|
4
|
|
4x6 nominal
|
15
|
12
|
9
|
8
|
|
6x6 nominal
|
15
|
15
|
15
|
15
|
|
Laminated
| ||||
|
2 - 2x6 laminated
|
7
|
6
|
4
|
4
|
|
3 - 2x6 laminated
|
15
|
14
|
10.5
|
10
|
|
4 - 2x8 laminated
|
16
|
16
|
16
|
16
|
|
1
|
For roof slopes 4:12 or less, the effective height is the vertical
distance from the grade level to the eave. For roof slopes greater
than 4:12 the effective building height is the vertical distance from
the grade level to the eave, plus one-half (1/2) of the roof height.
|
|
2
|
The larger post dimension shall be in the same direction of
the building width.
|
3.
Girt Framing. When siding is to be attached to the exterior
walls of pole or post framed buildings, wall girts shall be installed.
Wall girts shall be of a minimum size for the span as required by
Table 500.080.3.
|
Table 500.080.3
| ||
|---|---|---|
|
Wall Girt Spans
| ||
|
Girt Spans
| ||
|
8 feet
|
10 feet
|
12 feet
|
|
2x4 24 inches O.C.
2x6 36 inches O.C.
|
2x6 inches O.C.
|
2x6 36 inches O.C.
|
4.
Girt Nailing. Girts shall be fastened to the post using 16d
ring shack hot dipped galvanized nails or other approved fasteners.
5.
Bracing. Exterior sidewalls shall be braced at building corners.
Braces shall be minimum 2x4 nominal dimension lumber installed diagonally
or be of other approved bracing materials.
6.
Exterior Wall Coverings. Exterior wall coverings, when provided,
shall be of an approved weather-resistant material. Steel panel exterior
wall coverings shall be a minimum 29 gauge.
7.
Headers And Beams. Load bearing beams and headers shall comply
with Table(s) 2308.4.1.1 (1) & (2) of the currently adopted International
Building Code.
a.
Bearing beams are not required if the trusses or ceiling joist/rafters
bear directly on the columns.
b.
Openings on the gable end walls of post and frame buildings
supporting a door or roof total load not exceeding five (5) square
feet per lineal feet of wall area, headers must be sized per Table
500.080.4.
|
Table 500.080.4
| |||
|---|---|---|---|
|
Gable End Header Sizes
| |||
|
Opening Width (feet)
|
10
|
12
|
16
|
|
Header Size (inches)
|
2 - 2x8
|
2 - 2x10
|
2 - 2x12
|
8.
Beam Support. Beams, headers or girders that are used to support
roof framing shall be supported by notches in the poles or post and
shall be secured by one-half-inch diameter bolts secured with washers
and nuts, one-half-inch by four-and-one-half-inch lags or other approved
structural connectors.
9.
Fasteners. Fasteners for pressure-preservative treated wood
and fasteners used in locations exposed to weather shall be of hot-dipped
zinc galvanized or stainless-steel fasteners.
H.
Roof/Ceiling Construction.
1.
General. Roof framing may be of conventional light frame construction
as allowed by Chapter 23 of the currently adopted International Building
Code Tables 2308.7.1(1) & (2) and 2308.7.2(1) — 2308.7.2(6)
or may be of trusses that have been designed by a professional engineer
licensed by the State of Missouri.
2.
Trusses. Trusses may be site built or be shop fabricated. Trusses
shall be designed by a professional engineer licensed by the State
of Missouri.
3.
Roof Members To Building Frame Tie. Blocking, straps, approved
framing anchors or mechanical fasteners shall be installed from the
side of the roof framing member to the exterior posts or other supporting
members.
a.
Tie straps shall be one and one-eighths (1 1/8) inch (28.3
mm) by thirty-six thousandths (0.036) inch (0.91 mm) (#20 gauge) sheet
steel and shall be corrosion resistant.
4.
Purlins. Purlins shall be installed with the wide dimension
perpendicular to the load that it supports. Purlins shall be supported
on top of the trusses or shall be provided with approved hangers.
The span of the purlins shall not exceed the values specified in Table
500.080.5.
5.
Roof Covering. Roof coverings for this prescriptive code is
limited to metal sheeting on purlins.
|
Table 500.080.5
| ||
|---|---|---|
|
Purlin Spans
| ||
|
(Based on Purlin Spacing of 24 inches On Center)
| ||
|
Grade
|
Dimension
|
Maximum Span
(feet)
|
|
#1
|
2x4
2x6
2x8
|
8' 6"
12' 3"
15' 9"
|
|
#2
|
2x4
2x6
2x8
|
8'
12'
15'
|
|
#3
|
2x4
2x6
2x8
|
6'
9'
11'
|
|
FPN: The spans given in this table are based upon use of Spruce-Pine-Fir
design values. Spans may vary depending on the lumber species.
|
