Exceptions:
| |
---|---|
1.
|
Where the enforcement of a code provision would violate the
conditions of the listing of the equipment or appliance, the conditions
of the listing and manufacturer's instructions shall apply.
|
2.
|
The requirements of the adopted St. Louis County Electrical,
Mechanical and Plumbing Code shall apply to related installations.
All references to electrical, plumbing or mechanical work or installations
shall mean the said work or installation shall be in accordance with
the St. Louis County Electrical, Mechanical and Plumbing enabling
ordinances.
|
Building:
| |
---|---|
1.
|
Any one-story detached tool or storage shed or playhouse, provided
that the floor area does not exceed fifty (50) square feet.
|
2.
|
Any swings and other playground equipment located in a rear
yard.
|
3.
|
Any window awnings supported by an exterior wall that do not
project more than fifty-four (54) inches from the exterior wall and
do not require additional support, including awnings on accessory
structures.
|
4.
|
Any retaining wall or tie wall accessory, provided the height
measured from the bottom of the footing to the top of the wall at
any point does not exceed three (3) feet and said wall does not support
a surcharge.
|
5.
|
Any movable cases, counters and partitions, entertainment units,
cabinets, shelving, countertops, painting, reflooring, tiling, papering,
carpeting and similar finish work.
|
6.
|
Prefabricated swimming pools less than twenty-four (24) inches
in depth.
|
7.
|
Direct replacement of driveways, private sidewalks and patio
slabs.
|
R105.3.3 Construction escrow or bond prior to the issuance
of building permits.
| |
A.
|
Every contractor using public or private streets in the City
in connection with the construction, alteration or repair of any residential
building, structure or improvements in the City of Frontenac shall,
in addition to any permit fees or other deposits, deposit with the
City cash in escrow, letter of credit or a surety bond in the amounts
listed below for certain types of construction to assure timely completion
of the construction, alteration or repair, to secure against damage
to City streets, whether public or private, and to assure the removal,
in a manner satisfactory to the Building Commissioner, of any and
all debris connected with the construction, alteration or repair of
such building, structure or improvements in the City.
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B.
|
If cash is posted, it shall be deposited with the City and held
by the City in a bank account or as the Finance Officer may otherwise
determine, without interest. If a letter of credit or surety bond
is posted in lieu of cash, it shall be filed with the City on forms
prescribed by the Finance Officer to secure against all damage and
assure the removal of all debris as set forth above. Such letter of
credit or bond shall run to the benefit of the City, shall provide
for the guarantee of performance of the obligations under this Section
of the contractor making such deposit and shall have such sureties
as are satisfactory to the Finance Officer.
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C.
|
The deposit required under Subsection (A), (B) and (D) of this Section shall be placed with the City prior to, and as a condition of, the issuance of any building permit under this Article. The deposit shall be accompanied by a written agreement of the contractor making such deposit under this Section, on forms prescribed by the Finance Officer, authorizing the City to draw on the proceeds of any letter of credit or bond and to use any cash or proceeds to satisfy the costs of repairing damage or removing debris as set forth above, with any excess costs beyond the amount of such cash or proceeds to be paid to the City by the contractor. Any effort to collect on the deposit pursuant to this Section may be made only by the City of Frontenac, and may not be made by any property owner otherwise injured or damaged as a result of a violation of this Section.
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D.
|
The security required pursuant to Subsection (A), above, shall be as follows: (i) five thousand dollars ($5,000.00) for new home construction; (ii) two thousand five hundred dollars ($2,500.00) for work consisting exclusively of construction or remodeling of pools, garages or room additions, accessory structures and exterior remodeling; and (iii) five hundred dollars ($500.00) for work consisting exclusively of interior remodeling with a value of ten thousand dollars ($10,000.00).
|
E.
|
No bond or escrow will be required for work consisting exclusively
of the installation of fencing or interior remodeling with a total
construction cost of ten thousand dollars ($10,000.00) or less.
|
F.
|
In the event that a project, for which a construction escrow
or bond is required is subsequently abandoned the City may (in addition
to any other remedies available to it) forfeit any remaining portion
of the construction escrow or bond and transfer the same to the City's
general revenues, provided it has previously made a reasonable effort
to return the same to the contractor. As used herein the term "abandoned"
shall mean that construction, alteration, repair activities have been
discontinued for thirty (30) consecutive days, and the City has not
been notified of an intent on the part of the contractor to resume
such activities. As used herein the term "reasonable effort" shall
mean sending written correspondence to the contractor at the last
address provided to the City, in writing, by the contractor.
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G.
|
If the project for which the construction escrow or bond is
completed, but the contractor fails to schedule any required final
inspection within thirty (30) days of receiving notice from the City
that such inspection is required, then the City may (in addition to
any other remedies available to it) forfeit any remaining portion
of the construction escrow or bond and transfer the same to the City's
general revenues. The City may (in addition to any other remedies
available to it) also forfeit any remaining portion of the construction
escrow or bond and transfer the same to the City's general revenues,
if following a final inspection the contractor has failed to remedy
any issues or defects disclosed during said inspection within thirty
(30) days of receiving the notice of such issues/defects.
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H.
|
If on a project site there is trash and debris, then after written
notice, which can be by mail or e-mail, and at least twenty-four (24)
hours for the site condition to be remedied, the City may utilize
such portion of any construction escrow or bond to clean up, or cause
the clean-up of, the site. Once notice has been provided under this
Subsection, no future notice is required for any future clean-up activities
on the project site should trash and debris be allowed to accumulate
once again.
|
R105.3.5 Permitted construction to proceed diligently
to completion.
| |
A.
|
All construction, alteration or repair authorized by building
permit issued by the City pursuant to this code shall, from the date
of its issuance, be undertaken and performed in a diligent and expeditious
manner to completion, subject only to delay directly resulting from
a force majeure event.
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B.
|
No building, structure or improvements authorized by building
permit issued by the City shall stand with its exterior or exterior
components in an unfinished condition for longer than one hundred
eighty (180) days after commencement of construction, alteration or
repair, provided that upon written request from the applicant for
the building permit demonstrating, to the satisfaction of the Building
Official, excuse for delay by reason of force majeure event, the Building
Official may extend the required completion date, with a corresponding
extension of the validity of the building permit issued pursuant to
this code.
|
C.
|
The obligations imposed by Subsection (A) of this Section shall be the joint and several obligations of both the building permit applicant and, if the applicant is not the owner, the owner of the property for which the permit is issued.
|
Exception:
| |
---|---|
1.
|
In the "R-2" Residential Zoning District, the Architectural
Review Board (ARB) may consider approval of a variance from the requirement
that sixty percent (60%) of the side and rear exterior materials must
be consistent with the front elevation exterior materials. The variance
decision by the ARB will consider the architectural quality, material
and features of the proposed home, neighboring homes and general architecture
within the district.
|
2.
|
Garages located within the "R-1" zoning district ("One-Acre
Residence") shall have rear entry garage doors or side entry garage
doors as approved by the Architectural Review Board if such side entry
garage doors are in context with the overall design of the home and
surrounding neighborhood homes. Landscaping approved by the Architectural
Review Board should be installed to provide effective year-round screening
of side entry garage doors from view of neighboring side and front
properties and view from the street.
|
3.
|
The Architectural Review Board may approve front entry garage
doors if it is determined that due to a situation such as unusual
topography, a narrow lot or an irregular lot, installation of rear
or side entry garage doors would create an unwarranted hardship on
the property owner.
|
1.
|
A general sketch or site plan (such sketch or plan to show the
area within two (2) lots in either direction from the lot on which
the building permit is being sought);
|
2.
|
A landscaping plan (for the subject property only); and
|
3.
|
Building plans, elevations, detail drawings and specifications
showing the nature, shape, size, square footage, height, elevations,
materials, location and configuration of the building or structure
for which the building permit is being sought (for the subject property
only). The plans and other documentation herein so required for review
by the Architectural Review Board are in addition to and not in lieu
of such plans and other documentation as may be required for submission
to the Building Official by the provisions of applicable ordinances
of the City.
|
1.
|
That all material, debris or parts of the wrecked structure
be stored or removed in a manner so as not to create a fire or safety
hazard;
|
2.
|
That all material, debris or parts of the wrecked structure
be stored or removed in a manner so as not to create a public nuisance
or a harbor for animal and insect infestation;
|
3.
|
That after any such building or structure has been demolished,
razed, wrecked or removed, all ground openings, excavations or extrusions
shall be filled or graded in compliance with relevant provisions of
the current adopted building and property codes of the City of Frontenac
in order to eliminate or reduce, to the fullest extent practicable,
the hazards of falling or tripping;
|
4.
|
That all accumulations of rubbish or debris or other unsafe
or hazardous conditions, including broken glass, timber products and
nails, shall be removed expeditiously;
|
5.
| |
6.
|
That complete restoration of the site, including the planting
of grass seed or sodding, shall occur within thirty (30) days of the
completion of the demolition of the structure or building unless,
within such thirty (30) days, a building permit for the construction
of a new structure or building on the same site has been obtained
from the Building Commissioner and construction commenced.
|
Ground Snow Load
|
20 pounds per square foot
|
Wind Speed
|
115 miles per hour (89)
|
Seismic Design Criteria
|
C
|
Weathering
|
Severe
|
Frost Line Depth
|
30 inches
|
Termite
|
Slight to Moderate
|
Winter Design Temperature
|
2 degrees Fahrenheit
|
Ice Barrier Underlayment
|
Yes, required
|
Flood Hazard
|
Chapter 415 Municipal Code of Frontenac
|
Air Freezing Index
|
1,000
|
Mean Annual Temperature
|
55.2 degrees Fahrenheit
|
1.
|
Where a fire sprinkler system in accordance with Section P2904
is provided, the common wall shall be not less than a one-hour fire-resistance-rated
wall assembly tested in accordance with ASTM E119 or UL 263.
|
2.
|
Where a fire sprinkler system in accordance with Section P2904
is not provided, the common wall shall be not less than a two-hour
fire-resistance-rated wall assembly tested in accordance with ASTM
E119 or UL 263, or, alternatively, the common wall may consist of
two independent listed one-hour fire assembly walls if approved by
the Building Official.
|
7.
|
Mid-height wall fire blocking shall be required on all exterior
and interior walls except to finished basement walls against the concrete
foundation.
|
Exceptions:
| ||
---|---|---|
1.
|
Floor assemblies located directly over a space protected by
an automatic sprinkler system in accordance with Section P2904, NFPA
13D, or other approved equivalent sprinkler system.
| |
2.
|
Floor assemblies located directly over a crawl space not intended
for storage or fuel-fired appliances.
| |
3.
|
Portions of floor assemblies shall be permitted to be unprotected
due to mechanical rooms or similar areas where complying with the
following:
| |
i.
|
The aggregate area of an unprotected floor area does not exceed
one hundred (100) square feet per area or HVAC zone.
| |
ii.
|
Fireblocking in accordance with Section R302.11.1 is installed
along the perimeter of the unprotected portion to separate the unprotected
portion from the remainder of the floor assembly.
| |
4.
|
Areas of the floor assembly that are covered up by HVAC metal
plenums, trunk lines and steel structural beams shall be considered
protected if the drywall or structural panel stops to within one (1)
inch of the listed items and the gap is appropriately fire stopped
as approved by the Building Official.
| |
5.
|
Wood floor assemblies using dimension lumber or structural composite
lumber equal to or greater than two-inch-by-ten-inch (fifty and eight-tenths
(50.8) mm by two hundred-fifty-four (254) mm) nominal dimension, or
other approved floor assemblies demonstrating equivalent fire performance.
|
4.
|
A smoke detector shall be required in all furnace rooms.
|
5.
|
Additional smoke detectors may be required by the code official
if it is determined that the additional smoke detectors are necessary
for the proper notification of the occupants in case of a fire.
|
1.
|
For open valleys (valley lining exposed) lined with metal, the
valley lining shall be not less than twenty-four (24) inches (six
hundred ten (610) mm) wide and of any of the corrosion-resistant metals
in Table R905.2.8.2.
|
2.
|
For open valleys, valley lining of two (2) plies of mineral
surfaced roll roofing, complying with ASTM D3909 or ASTM D6380 Class
M, shall be permitted. The bottom layer shall be eighteen (18) inches
(four hundred fifty-seven (457) mm) and the top layer not less than
thirty-six (36) inches (nine hundred and fourteen (914) mm) wide.
|
3.
|
For closed valleys (valley covered with shingles), valley lining
of one (1) ply of smooth roll roofing complying with ASTM D 6380,
or two (2) plys of smooth roll roofing complying with ASTM D 226 Type
I, ASTM D 4869 Type I or ASTM D 6757 and at least thirty-six (36)
inches wide (914 mm) or valley lining as described in Item 1 or 2
above shall be permitted. Self-adhering polymer modified bitumen underlayment
complying with ASTM D 1970 shall be permitted in lieu of the lining
material.
|
1.
|
Sections N1101.14 through N1104 (as amended).
|
2.
|
Sections N1105 and the provisions of Sections N1101.14 through
N1104 labeled "Mandatory."
|
3.
|
An energy rating index (ERI) approach in Section N1106.
|
Climate Zone
|
Fenestration U-Factorb
|
Skylightb U-Factor
|
Glazed Fenestration SHGCb, c
|
Ceiling R-Value
|
Wood Frame Wall R-Value
|
Mass Wall R-Valuel
|
Floor R-Value
|
Basementc Wall R-Value
|
Slabd R-Value & Depth
|
Crawl Spacec Wall R-Value
|
---|---|---|---|---|---|---|---|---|---|---|
1
|
NR
|
0.75
|
0.25
|
30
|
13
|
3/4
|
13
|
0
|
0
|
0
|
2
|
0.40
|
0.65
|
0.25
|
38
|
13
|
4/6
|
13
|
0
|
0
|
0
|
3
|
0.35
|
0.55
|
0.25
|
38
|
20 or 13 + 5h
|
3
|
19
|
0
|
0
|
5/13
|
4 except Marine
|
0.30
|
0.55
|
0.4
|
38
|
20 or 13 + 5h
|
8/13
|
19
|
10/13
|
10, 2 ft
|
10/13
|
5 and Marine 4
|
0.32
|
0.55
|
NR
|
49
|
20 or 13 + 5h
|
13/17
|
30g
|
15/19
|
10, 2 ft
|
15/19
|
6
|
0.32
|
0.55
|
NR
|
49
|
20 or 5 or 13 + 10h
|
15/20
|
30g
|
15/19
|
10, 4 ft
|
15/19
|
7 and 8
|
0.32
|
0.55
|
NR
|
49
|
20 + 5 or 13 + 10h
|
19/21
|
38g
|
15/19
|
10, 4 ft
|
15/19
|
For SI: 1 foot = 304.8 mm.
| |
a.
|
R-values are minimums. U-factors and SHGC are maximums. When
insulation is installed in a cavity which is less than the label or
design thickness of the insulation, the installed R-value of the insulation
shall not be less than the R-value specified in the table.
|
b.
|
The fenestration U-factor column excludes skylights. The SHGC
column applies to all glazed fenestration.
|
Exception: Skylights may be excluded from glazed fenestration
SHGC requirements in Climate Zones 1 through 3 where the SHGC for
such skylights does not exceed 0.30.
| |
c.
|
"15/19" means R-15 continuous insulation on the interior or
exterior of the home or R-19 cavity insulation at the interior of
the basement wall. "15/19" shall be permitted to be met with R-13
cavity insulation on the interior of the basement wall plus R-5 continuous
insulation on the interior or exterior of the home. "10/13" means
R-10 continuous insulation on the interior or exterior of the home
or R-13 cavity insulation at the interior of the basement wall.
|
d.
|
R-5 shall be added to the required slab edge R-values for heated
slabs. Insulation depth shall be the depth of the footing or two (2)
feet, whichever is less in Zones 1 through 3 for heated slabs.
|
e.
|
There are no SHGC requirements in the Marine Zone.
|
f.
|
Basement wall insulation is not required in warm-humid locations
as defined by Figure N1101.10 and Table N1101.10.
|
g.
|
Or insulation sufficient to fill the framing cavity, R-19 minimum.
|
h.
|
The first value is cavity insulation, the second value is continuous
insulation, so "13+5" means R-13 cavity insulation plus R-5 continuous
insulation.
|
i.
|
The second R-value applies when more than half the insulation
is on the interior of the mass wall.
|
Exception: Unfinished basements may have up to a maximum of
twenty percent (20%) of the total basement wall area exposed above
the outside finished grade/ground level as uninsulated concrete foundation
wall. The foundation wall area above the outside finished grade/ground
level that may be uninsulated is determined by the formula [0.2 times
the basement wall height of all walls (including insulated exterior
frame walls for walkout basement and walls common to both basement
and attached garages) times the perimeter of these basement walls].
In unfinished areas, the basement foundation wall insulation shall
extend down to the basement floor slab or to a minimum of twenty-four
(24) inches below outside finished grade when the grade is above the
floor slab elevation.
|