"1.
|
Live/work units located in townhouses and complying with the
requirements of Section 419 of the International Building Code.
|
"2.
|
Owner-occupied lodging houses with five or fewer guestrooms
in accordance with NFPA 13D.
|
"3.
|
A care facility with five or fewer persons receiving custodial
care within a dwelling unit.
|
"4.
|
A care facility with five or fewer persons receiving medical
care within a dwelling unit.
|
"5.
|
A care facility for five or fewer persons receiving care that
are within a single-family dwelling."
|
"1.
|
All references to Part VII Plumbing Chapters 29 through 33 throughout this code shall be deleted and referenced back to the Illinois Plumbing Code, most current edition.
|
"2.
| |
"3.
|
All references to Part VIII Electrical Chapters 34 through 43 throughout this code shall be deleted and referenced back to the 2014 National Electric Code NFPA 70."
|
"1.
|
Painting, papering, tiling not in showers or bathtubs, carpeting,
finish flooring, and other similar finish work but not including cabinetry
and countertops where plumbing exists.
|
"2.
|
Swings and other playground equipment."
|
"1.
|
Listed cord-and-plug connected temporary decorative lighting.
|
"2.
|
Reinstallation of attachment plug receptacles but not the outlets
therefor.
|
"3.
|
Replacement of branch circuit overcurrent devices of the required
capacity in the same location.
|
"4.
|
Minor repair work, including the replacement of lamps or the
connection of approved portable electrical equipment to approved permanently
installed receptacles."
|
"1.
|
Identify and describe the work to be covered by the permit for
which application is made.
|
"2.
|
Describe the land on which the proposed work is to be done by
legal description, street address or similar description that will
readily identify and definitely locate the proposed building or work.
|
"3.
|
Indicate the use and occupancy for which the proposed work is
intended.
|
"4.
|
Be accompanied by construction documents and other information
as required in Section R106.1.
|
"5.
|
State the valuation of the proposed work."
|
"A.
|
A fee for each plan examination, building permit and inspection
shall be paid prior to the issuance of permit(s) in accordance with
the following schedule:
| ||
"1.
|
Building permit fees are set forth in the Village's Annual
Fee Resolution. Whenever the cost of construction is a factor in determining
a permit or plan review fee, the valuation of building projects shall
be established based on the greater of:
| ||
"a.
|
The cost of construction established by the International Code
Council (ICC) and published on its website. The most current schedule
shall be used based upon ICC published data; or
| ||
"b.
|
The cost of construction as stated by the applicant or agent
on the application for the relevant permit.
| ||
"2.
|
Building plan review fees are set forth in the Village's
Annual Fee Resolution. Further, an Amendment Form is required to be
submitted detailing the changes for any revisions from previously
approved plans. For building plans that have been previously reviewed,
and the permit issued, any revisions to the building plan that, based
upon the changes proposed require the review of two or more disciplines,
a plan review fee for the Amendment Form is set forth in the Village's
Annual Fee Resolution."
|
"A.
|
Any person shall have the right to appeal a decision of the
Building Official to the Village Manager. A letter for appeal shall
be based on a claim for one of the following three reasons:
| |
"1.
|
That the true intent of this code or the rules legally adopted
thereunder have been incorrectly interpreted, or
| |
"2.
|
The provisions of this code do not fully apply, or
| |
"3.
|
An equivalent or better method of construction is proposed.
| |
"B.
|
All appeals shall be filed within thirty days of the decision
of the Building Official.
| |
"C.
|
The Village Manager shall affirm, modify, or reverse the decision
of the Building Official."
|
TABLE R301.2(1)
CLIMATE & GEOGRAPHIC DESIGN CRITERIA
| ||||||||||
---|---|---|---|---|---|---|---|---|---|---|
Wind Design
|
Seismic Design Categoryf
|
Subject to Damage From
|
Winter Design Temperaturee
|
Ice Barrier Underlayment Requiredh
| ||||||
Ground Snow Load
|
Speedd
(mph)
|
Topographic Effectsk
|
Special Wind Regioni
|
Wind borne Debris Zonem
|
Weatheringa
|
Frost Line Depthb
|
Termitec
| |||
30
|
90
|
NO
|
NO
|
NO
|
A
|
Severe
|
42 inches
|
Moderate to severe
|
Minus 4° F
|
Yes
|
TABLE R301.2(1) continued
CLIMATE & GEOGRAPHIC DESIGN CRITERIA
| |||||||||
---|---|---|---|---|---|---|---|---|---|
Flood Hazardsg
|
Aire Freezing Indexi
|
Mean Annual Temperaturej
|
Elevation
|
Latitude Winter Heating
|
Winter Heating
|
Summer Cooling
|
Altitude Correction Factor
|
Indoor Design Temperature
|
Design Temperature Cooling
|
Refer to local
|
1635
|
48.7° F
|
679 ft.
|
42.1
|
Minus 1° F
|
91° F
|
0
|
72° F maximum
|
75° F minimum
|
TABLE R301.2(1) continued
CLIMATE & GEOGRAPHIC DESIGN CRITERIA
| |||||||
---|---|---|---|---|---|---|---|
Heating Temperature Difference
|
Cooling Temperature Difference
|
Wind Velocity Heating
|
Wind Velocity Cooling
|
Coincident Wet Bulb
|
Daily Range
|
Winter Humidity
|
Summer Humidity
|
73° F
|
16° F
|
8.4 mph
|
5.7 mph
|
76
|
Medium 16°-25° F.
|
30%
|
50%
|
For SI: 1 pound per square foot = 0.0479 kPa, 1 mile per hour
= 0.447 m/s.
| |
a.
|
Where weathering requires a higher strength concrete or grade
of masonry than necessary to satisfy the structural requirements of
this code, the frost line depth strength required for weathering shall
govern. The weathering column shall be filled in with the weathering
index, negligible, moderate, or severe for concrete as determined
from Figure R301.2(4). The grade of masonry units shall be determined
from ASTMC34, C55, C62, C73, C90, C129, C145, C216 or C652.
|
b.
|
Where the frost line depth requires deeper footings than indicated
in Figure R403.1(1), the frost line depth strength required for weathering
shall govern. The jurisdiction shall fill in the frost line depth
column with the minimum depth of footing below finish grade.
|
c.
|
The jurisdiction shall fill in this part of the table to indicate
the need for protection depending on whether there has been a history
of local subterranean termite damage.
|
d.
|
The jurisdiction shall fill in this part of the table with the
wind speed from the basic wind speed map [Figure R301.2(5)A]. Wind
exposure category shall be determined on a site-specific basis in
accordance with Section R301.2.1.4.
|
e.
|
The outdoor design dry-bulb temperature shall be selected from
the columns of 971/2-percent values for winter from Appendix D of
the International Plumbing Code. Deviations from the Appendix D temperatures
shall be permitted to reflect local climates or local weather experience
as determined by the Building Official. [Also see Figure R301.2(1).]
|
f.
|
The jurisdiction shall fill in this part of the table with the
seismic design category determined from Section R301.2.2.1.
|
g.
|
The jurisdiction shall fill in this part of the table with (a)
the date of the jurisdiction's entry into the National Flood
Insurance Program (date of adoption of the first code or ordinance
for management of flood hazard areas), (b) the date(s) of the Flood
Insurance Study and (c) the panel numbers and dates of the currently
effective FIRMs and FBFMs or other flood hazard map adopted by the
authority having jurisdiction, as amended.
|
h.
|
In accordance with Sections R905.1.2, R905.4.3.1, R905.5.3.1,
R905.6.3.1, R905.7.3.1 and R905.8.3.1, where there has been a history
of local damage from the effects of ice damming, the jurisdiction
shall fill in this part of the table with YES. Otherwise, the jurisdiction
shall fill in this part of the table with NO.
|
i.
|
The jurisdiction shall fill in this part of the table with the
100-year return period air freezing index (BF-days) from Figure R403.3(2)
or from the 100-year (99 percent) value on the National Climatic Data
Center data table Air Freezing Index-USA Method (Base 32°F).
|
j.
|
The jurisdiction shall fill in this part of the table with the
mean annual temperature from the National Climatic Data Center data
table Air Freezing Index-USA Method (Base 32°F).
|
k.
|
In accordance with Section R301.2.1.5, where there is local
historical data documenting structural damage to buildings due to
topographic wind speed-up effects, the jurisdiction shall fill in
this part of the table with YES. Otherwise, the jurisdiction shall
indicate NO in this part of the table.
|
l.
|
In accordance with Figure R301.2(5)A, where there is local historical
data documenting unusual wind conditions, the jurisdiction shall fill
in this part of the table with YES and identify any specific requirements.
Otherwise, the jurisdiction shall indicate NO in this part of the
table.
|
m.
|
In accordance with Section R301.2.1.2 the jurisdiction shall
indicate the wind-borne debris wind zone(s). Otherwise, the jurisdiction
shall indicate NO in this part of the table.
|
n.
|
The jurisdiction shall fill in these sections of the table to
establish the design criteria using Table 1a or 1b from ACCA Manual
J or established criteria determined by the jurisdiction.
|
o.
|
The jurisdiction shall fill in this section of the table using
the Ground Snow Loads in Figure R301.2(6).
|
"Exceptions:
| |
"1.
|
Walls, projections, openings, or penetrations in walls perpendicular
to the line used to determine the fire separation distance.
|
"2.
|
Detached garages accessory to a dwelling located within 2 feet
(610 mm) of a lot line are permitted to have roof eave projections
not exceeding 4 inches (102 mm).
|
"3.
|
Foundation vents installed in compliance with this code are
permitted."
|
TABLE R302.1(1)
EXTERIOR WALLS
| |||
---|---|---|---|
Exterior Wall Element
|
Minimum Fire-Resistance Rating
|
Minimum Fire Separation Distance
| |
Walls
|
Fire-resistance rated
|
1 hour - tested in accordance with ASTM E 119
or UL 263 with exposure from both sides
|
< 15 feet
|
Not fire-resistance rated
| |||
Projections
|
Not allowed
|
N/A
|
< 2 feet
|
Fire-resistance rated
|
1 hour on the undersidea, b
|
< 2 feet to < 5 feet
| |
Not fire-resistance rated
|
0 hours
|
< 5 feet
| |
Openings in walls
|
Not allowed
|
N/A
|
< 3 feet
|
25% maximum of wall area
|
0 hours
|
3 feet
| |
Unlimited
|
0 hours
|
5 feet
| |
Penetrations
|
All
|
Comply with Section R302.4
|
< 3 feet
|
None required
|
< 3 feet
|
For SI: 1 foot = 304.8 mm.
| |
NA = Not Applicable.
| |
a.
|
The fire-resistance rating shall be permitted to be reduced
to 0 hours on the underside of the eave overhang if fireblocking is
provided from the wall top plate to the underside of the roof sheathing.
|
b.
|
The fire-resistance rating shall be permitted to be reduced
to 0 hours on the underside of the rake overhang where gable vent
openings are not installed.
|
TABLE R302.1(2)
EXTERIOR WALLS - DWELLINGS WITH FIRE SPRINKLERS
| |||
---|---|---|---|
Exterior Wall Element
|
Minimum Fire-Resistance Rating
|
Minimum Fire Separation Distance
| |
Walls
|
Fire-resistance rated
|
1 hour - tested in accordance with ASTM E 119
or UL 263 with exposure from the outside
|
< 15 feet
|
Not fire-resistance rated
| |||
Projections
|
Not allowed
|
N/A
|
< 2 feet
|
Fire-resistance rated
|
1 hour on the undersideb, c
|
2 feeta
| |
Not fire-resistance rated
|
0 hours
|
3 feet
| |
Not allowed
|
N/A
|
< 3 feet
| |
Unlimited
|
0 hours
|
3 feeta
| |
Penetrations
|
All
|
Comply with Section R302.4
|
< 3 feet
|
None required
|
3 feet
|
For SI: 1 foot = 304.8 mm.
| |
NA = Not Applicable.
| |
a.
|
For residential subdivisions where all dwellings are equipped
throughout with an automatic sprinkler system installed in accordance
with NFPA 13D, the fire separation distance for exterior walls not
fire-resistance rated and for fire-resistance-rated projections shall
be permitted to be reduced to 0 feet, and unlimited unprotected openings
and penetrations shall be permitted, where the adjoining lot provides
an open setback yard that is 6 feet or more in width on the opposite
side of the property line.
|
b.
|
The fire-resistance rating shall be permitted to be reduced
to 0 hours on the underside of the eave overhang if fireblocking is
provided from the wall top plate to the underside of the roof sheathing.
|
c.
|
The fire-resistance rating shall be permitted to be reduced
to 0 hours on the underside of the rake overhang where gable vent
openings are not installed.
|
TABLE R302.6
DWELLINGS-GARAGE SEPARATION
| |
---|---|
Separation
|
Material
|
From the residence and attics
|
Not less than 5/8-inch gypsum board or equivalent applied to
the garage side
|
From habitable rooms above garages
|
Not less than 5/8-inch Type X gypsum board or equivalent
|
Structure(s) supporting floor/ceiling assemblies used for separation
required by this section
|
Not less than 5/8-inch gypsum board or equivalent
|
Garages located less than 3 feet from a dwelling unit on the
same lot
|
Not less than 5/8-inch gypsum board or equivalent applied to
the interior side of exterior walls that are within this area
|
For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm.
|
"1.
|
Extended below the frost line specified in Table R301.2.(1).
|
"2.
|
Erected on solid rock.
|
"Footings shall not bear on frozen soil unless the frozen condition
is permanent.
| |
"Exceptions:
| |
"1.
|
Protection of freestanding accessory structures with an area
of 400 square feet (56 m2) or less, of light-frame construction, with
an eave height of 10 feet (3,048 mm) or less shall not be required.
|
"2.
|
Protection of freestanding accessory structures with an area
of 400 square feet (37 m2) or less, of other than light-frame construction,
with an eave height of 10 feet (3,048 mm) or less shall not be required.
|
"3.
|
Protection of decks, not as a part of a required landing, step
or stair, under 120 sq. ft., and not supported by a dwelling need
not be provided with footings that extend below the frost line."
|