Sections:
15.04.010
International Building Code 2003 - Regulations Adopted and Modified.
The provisions
of Chapters 2 through 35, inclusive, of the 2003 International Building
Code issued by the International Code Council, Inc., 4051 West Flossmoor
Road, Country Club Hills, IL, 60478, not less than three (3) copies of
which have been and are on file in the Office of the Clerk of the City
of St. Charles, Illinois, for more than thirty days, together with the
amendments listed in Section 15.04.015 hereof, are hereby adopted as the
regulations governing the construction of buildings and structures within
the City of St. Charles, except for one- and two-family dwellings and
townhouses not more than three stories in height, which are covered by
Section 15.04.020. (For adoptions of administrative provisions in Chapter
1 of the International Building Code, see Chapter 15.101). (Ord. 2004-M-62
§ 1.)
15.04.015
Amendments to the 2003 International Building Code.
1. Amend
Section 202 “Definitions” (pg. 11) by adding the following:
Townhouse:
A single family dwelling unit constructed in a group of 3, 4, 5, or
6 attached units in which each unit extends from foundation to roof
and with open space on at least two (2) sides. Dwelling units where
more than six (6) units are attached shall be governed by code provisions
applicable to multiple family dwellings, rather than the provisions
of this one (1) and two (2) family dwelling code.
2. Delete
the provisions of Section 402.4.2 “Number of Means of Egress”
(pg. 39) and substitute the following therefor:
402.4.2
Number of Means of Egress: Each tenant space shall be provided
with two (2) exits remote from each other. One (1) exit may discharge
into the mall, the other into a separate remote, protected exit way.
Where the tenant space has an occupant load of less than twenty (20)
persons, based on the size of the tenant space, and the travel distance
from the mall exterior entrance to the remote point within the tenant
space does not exceed 150 feet, a secondary exit is not required.
3. Amend
Section 402.11 “Security Grills and Doors” (pg. 41) by adding
Note #5 as follows;
5. A security
grill may not serve as the sole exit.
4. Delete
the provisions of Section 402.9 “Smoke Control” (pg. 41) and
substitute the following therefor:
402.9
Smoke Control: A ventilation system shall be provided that
is capable of not less than six (6) air changes per hour for the volume
of the tenant spaces and the mall. The ventilation system shall exhaust
smoke from the point of development. Design shall be in accordance with
Section 909, as amended.
5. Amend
Section 403 “High-Rise Buildings” by deleting Section 403.1
“Applicability” (pg. 41) and 403.2 “Automatic Sprinkler
System” (pg. 42) in their entirety and substitute the following
therefor:
403.1
Applicability: The provisions of this section shall apply to
all buildings having occupiable floors located more than thirty-five
(35) feet above the lowest level of Fire Department vehicle access.
6. Delete
the provisions of Section 404.3 “Automatic Sprinkler Protection”
(pg. 43) and substitute the following therefor:
404.3
Automatic Sprinkler System: The atrium and all stories and
floor areas connected to the atrium shall be equipped throughout with
an automatic sprinkler system in accordance with Section 903. The automatic
sprinkler system shall be supervised in accordance with Section 907.14,
Method 1, or 2.
7. Amend
Section 406.2 “Parking Garages” (pg. 45) by adding paragraph
Section 406.2.10 “Sprinkler System” as follows:
406.2.10
Sprinkler System: All parking garages shall be equipped throughout
with an automatic sprinkler system in accordance with Section 903.3.1.1
– NFPA 13 System.
8. Amend
the provisions of Section 407 “Group I-2” (pg. 48) by adding
Section 407.8 “Smoke Control System” as follows:
407.8
Smoke Control Systems: A smoke control system shall be installed
for all I-2 uses in accordance with Section 909.
9. Delete
the provisions of Section 411.1 “General” (pg. 53) and substitute
the following therefor:
411.1
General: All special amusement buildings shall comply with
the requirements for the appropriate Group A occupancy and this Section.
10. Delete
the Exception paragraph of Section 411.4 “Automatic Sprinkler System”
(pg. 53) in its entirety.
11. Delete the Exception paragraphs of Section 413.2 “Attic, Under-floor
and Concealed Spaces” (pg. 55) and substitute the following therefor:
Exceptions:
1. Group R-3 Occupancies
12. Delete
the provisions of Section 415.1 “Scope” (pg. 59) in its entirety,
and substitute the following therefor:
415.1
Scope. The provisions of this section shall apply to all storage
and use of hazardous materials. The uses described as High Hazard Uses
in Use Groups H-1, H-2, H-3 and H-4 are not permitted uses except by
specific approval of the Building Official and the Fire Chief on a case-by-case
basis. Such approval shall be based on an analysis of the products,
processes, and applications involved and on the criteria listed in this
section and in Exhibit A.
13. Delete
the provisions of Section 416.1 “General” (pg. 71) in its
entirety and substitute the following therefor:
416.1
General. The provisions of this section shall apply to all
construction, installation and use of buildings and structures, or parts
thereof, for the spraying of flammable paints, varnishes, and lacquers
or other flammable materials or mixtures or compounds used for painting,
varnishing, staining or similar purposes. Such applications of flammable
finishes are not permitted uses except by specific approval of the Building
Official and the Fire Chief on a case-by-case basis. Such approval shall
be based on an analysis of the products, processes, and applications
involved and on the criteria listed in this section and in Exhibit A.
14. Delete
the provisions of Section 417.1 “General” (pg. 72) in its
entirety and substitute the following therefor:
417.1
General. Drying rooms are not a permitted use except by specific
approval of the Building Official and the Fire Chief on a case-by-case
basis. Such approval shall be based on an analysis of the products,
processes, and applications involved and on the criteria listed in this
section and in Exhibit A.
15. Delete
the provisions of Section 418.1 “Building Features” (pg. 72)
in its entirety and substitute the following therefor:
418.1
General. The manufacturing of organic coatings is not a permitted
use except by specific approval of the Building Official and the Fire
Chief on a case-by-case basis. Such approval shall be based on an analysis
of the products, processes, and applications involved and on the criteria
listed in this section and in Exhibit A. In addition, manufacturing
of organic coatings shall be done only in buildings that do not have
pits or basements.
16. Delete
Table 503 “Allowable Heights and Building Areas” (pg. 74)
in its entirety and substitute the following therefor:
Table
503
Allowable Height and Building Areas
Height limitations shown as stories and feet above grade plane.
Area limitations as determined by the definition of “Area, building,”
per floor.
|
Type
of Construction |
Type
I |
Type
II |
Type
III |
Type
IV |
Type
V |
A |
B |
A |
B |
A |
B |
HT |
A |
B |
Group |
Hgt
(feet)
Hgt (S) |
UL |
160 |
65 |
55 |
65 |
55 |
65 |
50 |
40 |
A-1 |
S
A |
UL
UL |
5
UL |
3
15,500 |
2
8,500 |
4
14,000 |
2
8,500 |
3
15,000 |
2
10,000 |
1
5,500 |
A-2 |
S
A |
UL
UL |
11
UL |
3
15,500 |
2
9,500 |
3
14,000 |
2
9,500 |
3
15,000 |
2
10,000 |
1
6,000 |
A-3 |
S
A |
UL
UL |
11
UL |
3
15,500 |
2
9,500 |
3
14,400 |
2
9,500 |
3
15,000 |
2
10,000 |
1
6,000 |
A-4 |
S
A |
UL
UL |
11
UL |
3
15,500 |
2
9,500 |
3
14,000 |
2
9,500 |
3
15,000 |
2
10,000 |
1
6,000 |
A-5 |
S
A |
UL
UL |
UL
UL |
UL
UL |
UL
UL |
UL
UL |
UL
UL |
UL
UL |
UL
UL |
UL
UL |
B |
S
A |
UL
UL |
11
UL |
5
37,500 |
4
23,000 |
5
28,500 |
4
19,000 |
5
36,000 |
3
10,000 |
2
9,000 |
E |
S
A |
UL
UL |
5
UL |
3
26,500 |
2
14,500 |
3
23,500 |
2
14,500 |
3
25,500 |
1
10,000 |
1
9,500 |
F-1 |
S
A |
UL
UL |
11
UL |
4
25,000 |
2
15,500 |
3
19,000 |
2
12,000 |
4
33,500 |
2
10,000 |
1
8,500 |
F-2 |
S
A |
UL
UL |
11
UL |
5
37,500 |
3
23,000 |
4
28,500 |
3
18,000 |
5
50,500 |
3
10,000 |
2
10,000 |
H-1 |
S
A |
1
21,000 |
1
16,500 |
1
11,000 |
1
7,000 |
1
9,500 |
1
7,000 |
1
10,500 |
1
7,500 |
NP
NP |
H-2 |
S
A |
UL
21,000 |
3
16,500 |
2
11,000 |
1
7,000 |
2
9,500 |
1
7,000 |
2
10,500 |
1
7,500 |
1
3,000 |
H-3 |
S
A |
UL
UL |
6
60,000 |
4
26,500 |
2
14,000 |
4
17,500 |
2
13,000 |
4
25,500 |
2
10,000 |
1
5,000 |
H-4 |
S
A |
UL
UL |
7
UL |
5
37,500 |
3
17,500 |
5
28,500 |
3
17,500 |
5
36,000 |
3
10,000 |
2
6,500 |
H-5 |
S
A |
3
UL |
3
U L |
3
37,500 |
3
23,000 |
3
28,500 |
3
19,000 |
3
36,000 |
3
10,000 |
2
9,000 |
I-1 |
S
A |
UL
UL |
9
55,000 |
4
19,000 |
3
10,000 |
4
16,500 |
3
10,000 |
4
18,000 |
3
10,000 |
2
4,500 |
I-2 |
S
A |
UL
UL |
4
UL |
2
15,000 |
1
11,000 |
1
12,000 |
NP
NP |
1
12,000 |
1
9,500 |
NP
NP |
I-3 |
S
A |
UL
UL |
4
UL |
2
15,000 |
1
11,000 |
2
10,500 |
1
7,500 |
2
12,000 |
2
7,500 |
1
5,000 |
I-4 |
S
A |
UL
UL |
5
60,500 |
3
26,500 |
2
13,000 |
3
23,500 |
2
13,000 |
3
25,500 |
1
10,000 |
1
9,000 |
M |
S
A |
UL
UL |
11
UL |
4
21,500 |
4
12,500 |
4
18,500 |
4
12,500 |
4
20,500 |
3
10,000 |
1
9,000 |
R-1 |
S
A |
UL
UL |
11
UL |
4
24,000 |
4
16,000 |
4
24,000 |
4
16,000 |
4
20,500 |
3
10,000 |
2
7,000 |
R-2a |
S
A |
UL
UL |
11
UL |
4
24,000 |
4
16,000 |
4
24,000 |
4
16,000 |
4
20,500 |
3
10,000 |
2
7,000 |
R-3a |
S
A |
UL
UL |
11
UL |
4
UL |
4
UL |
4
UL |
4
UL |
4
UL |
3
UL |
3
UL |
R-4 |
S
A |
UL
UL |
11
UL |
4
24,000 |
4
16,000 |
4
24,000 |
4
16,000 |
4
20,500 |
3
10,000 |
2
7,000 |
S-1 |
S
A |
UL
UL |
11
48,000 |
4
26,000 |
3
17,500 |
3
26,000 |
3
17,500 |
4
25,500 |
3
10,000 |
1
9,000 |
S-2b,c |
S
A |
UL
UL |
11
79,000 |
5
39,500 |
4
26,000 |
4
39,000 |
4
26,000 |
5
38,500 |
4
10,000 |
2
10,000 |
Uc |
S
A |
UL
UL |
5
35,500 |
4
19,000 |
2
8,500 |
3
14,000 |
2
8,500 |
4
18,000 |
2
9,000 |
1
5,500 |
For SI:
1 foot = 304.8 mm, 1 square foot = 0.0929m2
UL: Unlimited, NP = Not permitted
a. As applicable in Section 101.2
b. For open parking structures, see Section 406.3
c. For private garages, see Section 406.
17. Delete
Exception No. 3 of Section 504.2 “Automatic Sprinkler Increase”
(pg. 75) in its entirety.
18. Delete
Exception No. 2 of Section 505.3 “Egress” (pg. 75) and substitute
the following therefor:
2. Accessible
means of egress shall be provided in accordance with Section 1007.1
(pg. 197).
19. Delete
Exception No. 2 of Section 506.3 “Automatic Sprinkler Increase”
(pg. 76) in its entirety.
20. Amend
the provisions of Section 506 by adding Section 506.5, as follows:
506.5
Special Restrictions for Type V Construction: Notwithstanding
any provisions of this code to the contrary, there shall be no increase
of the allowable areas specified in Table 503 for any building of Type
V-A or Type V-B Construction. Floor areas greater than those specified
in Table 503 are only permitted for Type V construction when a four
hour firewall is provided between sections of the building, and each
section is within the limitations of Table 503. A minimum separation
of 30 feet shall be provided between exterior walls of type V construction.
21. Delete
the provisions of Section 507.1 “Non-sprinklered, One Story”
(pg. 76) and substitute the following:
507.1
One Story Buildings: For all occupancies other than Use Groups
A-1, A-2, A-4, A-5, E, H, I-1, I-3, and R, the area of the buildings
that do not exceed one story and 85 feet in height, other than buildings
of Type 5 construction, shall not be limited, provided that the building
is equipped throughout with an automatic sprinkler system in accordance
with Section 903.3.1.1, (pg. 168); and the building is separated as
specified in Table 602 (pg. 83) as amended. Buildings with occupancy
in Use Group I-1 shall not be constructed of Type 3B construction.
22. Delete
Table 602 “Exterior Walls and Fire Separation Distance” (pg.
83) and substitute the following therefor:
Table
602
Exterior Fire Wall Resistance Ratings
Fire
Separation in Feet |
Required
Fire Resistance Rating |
| Less
than 5 |
3 hours |
| 5 or
more but less than 10 |
2 hours |
| 10
or more but less than 30 |
1 hour |
| 30
or more |
0 hours |
Exception:
Except as modified by Section 705.5.1 |
23. Delete
Subparagraph No. 8 of Section 603.1 “Allowable materials”
(pg. 82) in its entirety.
24. Delete
Table 704.8 in its entirety and substitute the following therefor:
Table
704.8
Maximum Area of Exterior Wall Openings(a)
CLASSIFICATION
OF OPENING |
FIRE
SEPARATION DISTANCE (feet) |
0
to 3 |
Greater
than 3 to 5 |
Greater
than 5 to 10 |
Greater
than 10 to 15 |
Greater
than 15 to 20 |
Greater
than 20 to 25 |
Greater
than 25 to 30 |
Greater
than 30 |
Unprotected |
Not
Permitted |
Not
Permitted |
Not
Permitted |
Not
Permitted |
Not
Permitted |
Not
Permitted |
Not
Permitted |
No
limit |
Protected |
Not
permitted |
15% |
25% |
45% |
75% |
No
limit |
No
limit |
No
limit |
a.
Values are given in percentage of the area of the exterior wall
b. The area of openings in an open parking structure with a fire separation
distance of greater than 10 feet shall not be limited.
c. For requirements for fire walls for buildings with differing roof
heights, see Section 705.6.1
d. Buildings whose exterior bearing wall, exterior nonbearing wall
and exterior structural frame are not required to be fire-resistance
rated shall be permitted to have unlimited unprotected openings. |
25.
Delete the provision in Section 705.3 “Materials” (pg. 90)
in its entirety and substitute the following therefore:
705.3
Materials: Fire walls shall be constructed of approved masonry
materials.
26. Delete
Table 705.4 “Fire Wall Fire Resistance Rating” (pg. 90) and
substitute the following therefor:
Table
705.4
Fire Wall Fire Resistance Ratings
Group |
Fire
Resistance Rating (hours) |
A,
B, E, H-4, I, R-1, R-2 and U |
4a |
F-1,
H-3b, H-5, M, S-1 |
4 |
H-1,
H-2 |
4b |
F-2,
S-2, R-3, R-4 |
4 |
a.
Walls shall be not less than 2-hour fire resistance rated where
separating buildings of type II or V construction.
b. For Group H-1, H-2 or H-3 buildings, also see Sections 415.4
and 415.5. |
27. Delete
Exceptions 1 and 2 under Section 708.3 “Fire Resistance Rating”
(pg. 95) in their entirety.
28. Delete
the provisions in Section 903.2 “Automatic Sprinkler Systems –
Where Required,” inclusive of subsections 903.2.1 through 903.2.13
and Table 903.2.13 and substitute the following therefor:
903.2
Where Required. An automatic fire suppression system shall
be installed and maintained in full operating condition throughout every
story and basement of all buildings subject to this code.
Exception: An automatic fire suppression system is not required for the following structures and conditions.
1. Salt Dome Structures, Provided:
a. The structure is constructed with approved noncombustible material.
b. The structure is continually monitored by an approved automatic fire alarm system.
c. The structure is located a minimum distance of one-hundred (100) feet from any principle building, fueling facilities, and other high hazard occupancies or materials as defined in the adopted Building Code.
d. An approved water supply shall be available in accordance with Section 15.28.060 Water Supplies for Fire Department use.
2. Unenclosed Roof Structures:
a. The structure is constructed with approved noncombustible material.
b. The structure is located a mini8mum distance over one hundred (100) feet from any principle building.
c. An approved water supply shall be available in accordance with Section 15.28.060 Water Supplies for Fire Department use.
29. Delete
the provisions of Section 903.3.1.2 “NFPA 13R Sprinkler Systems,”
(pg. 168) in its entirety and substitute the following therefor:
903.3.1.2
NFPA 13R Sprinkler Systems. NFPA 13R Sprinkler systems are
allowed only in one- and two-family dwellings; if provided, they shall
be installed throughout in accordance with NFPA 13R.
30. Delete
the provisions of Section 903.3.5.1.1 “Limited Area Sprinkler System”
(pg. 169) and substitute the following therefor:
903.3.5.1.1
Limited Area Sprinkler Systems: Limited area sprinkler systems
serving fewer than five (5) sprinklers on any single connection are
permitted to be connected to the domestic service where a wet automatic
standpipe is not available. Limited areas sprinkler systems connected
to domestic water supplies shall comply with each of the following requirements:
31. Delete
Exceptions No. 3 and No. 5 of Section 903.4 “Sprinkler System Monitoring
and Alarms” (pg. 169) in their entirety.
32. Amend
the provisions of Section 905 “Standpipe Systems” by adding
the following:
905.11
Fire Department Connection: All required water extinguishing
and standpipe systems shall be provided with a Fire Department connection
in accordance with the applicable standards.
Exceptions:
1. Limited area sprinkler system supplied from the domestic water system
shall not require a Fire Department connection.
2. This requirement shall allow the local Fire Department to approve
a single connection for large diameter supply hose of not less than
four (4”) inches inside diameter with appropriate adapting hardware.
33. Delete
the provisions of Section 907.2 “Where Required” (pg. 174)
and substitute the following therefor:
907.2
Where Required: An approved manual, automatic or manual and
automatic fire alarm system shall be provided in accordance with Sections
907.2.1 through 907.2.23. Where automatic sprinkler protection, installed
in accordance with Section 903.3.1.1 or 903.3.1.2, is provided and connected
to the building fire alarm system, automatic heat detection required
by this section shall not be required. An approved automatic fire detection
system shall be installed in accordance with the provisions of this
code and NFPA 72. Devices, combinations of devices, appliances and equipment
shall comply with Section 907.1.2. The automatic fire detectors shall
be smoke detectors, except that an approved alternative type of detector
shall be installed in spaces such as boiler rooms where, during normal
operation, products of combustion are present in sufficient quantity
to actuate a smoke detector. Notwithstanding any provision of Section
907 to the contrary, an approved manual fire alarm signaling system
shall be installed and maintained in all buildings over one (1) story
in height or over 1,000 square feet.
34. Delete
the Exception of Section 907.3.1 “Location” (pg. 179) in its
entirety.
35. Delete
the provisions of Section 907.14 “Monitoring” and its exceptions
(pg. 180) and substitute the following therefor:
907.14
Supervisory Service: Where required by this chapter or the
International Fire Code, an approved supervising station in accordance
with NFPA 72 shall monitor fire alarm systems. All required fire protective
signaling systems shall transmit alarm and trouble signs to an approved
central station, proprietary system, or remote-station system, and shall
be approved by the Fire Department. The following Methods are approved.
1. Direct connect
2. AES Radio
3. Or other methods approved by the Fire Official
Exception:
Supervisory service is not required for:
1. Single- and multiple-station smoke alarms required by Section 907.2.10.
2. Smoke detectors in Group I-3 Occupancies
36. Amend
the provisions of Section 909.1 “Scope and purpose” (pg. 181)
by adding the following:
Section
909.1.1 Where Required: An emergency smoke control system is
also required when one or more of the following applies:
1. In all sprinklered buildings with a gross (total of all floors) floor
area of 40,000 square feet or more.
2. In all buildings over three (3) stories or thirty-five (35’)
feet in height.
3. In buildings with multi-storied atriums.
4. In covered malls including anchor stores and tenant spaces.
37. Amend
the provisions of Section 909.2 “General Design Requirements”
(pg. 181) by adding the following:
909.2.1
Design Criteria: Mechanical or gravity venting may be utilized.
Mechanical venting shall provide not less than six (6) air changes per
hour, in addition to meeting the other criteria of this Section. Gravity
venting shall conform to nationally accepted practices based upon the
anticipated smoke production and cubic area to be vented. For ordinary
hazards, gravity roof venting shall not be less than a 1:100 factor,
and such vents shall be spaced not more than 120 feet on centers.
38. Amend
Section 909.16 “Fire-fighter’s smoke control panel”
(pg. 186) to read as follows:
909.16
A fire-fighter’s smoke control panel for fire department emergency
response purposes only shall be provided and shall include manual control
or override of automatic control for mechanical smoke control systems.
The panel shall be located in a fire command center complying with Section
911, and shall comply with Sections 909.16.1 through 909.16.3. The location
and design of controls for all smoke control systems shall be subject
to the approval of the Fire Chief.
39. Amend
the provisions of Section 1008.1.8.3 “Locks and Latches” (pg.
202) by deleting Conditions No. 2, 2.1, 2.2, 2.3 and 3.
40. Amend
the provisions of Section 1008.1.8.5 “Unlatching” (pg. 202)
by deleting item No. 3 of the Exception in its entirety.
41. Delete
the provisions of Section 1008.1.8.6 “Delayed Egress Locks”
(pg. 203) in its entirety.
42. Amend
the provisions of Section 1008.1.8.7 “Stairway Door” (pg.
202) by deleting item No. 3 of the Exception in its entirety.
43. Amend
the provisions of Section 1012.3 “Opening Limitations” by
deleting the first paragraph and substituting the following therefor:
1012.2
Opening Limitations. Open guards shall have balusters or ornamental
patterns such that a 4-inch diameter (102 mm) sphere cannot pass through
any opening up to a height of 34 inches (864 mm). From a height of 34
inches (864 mm) to 42 inches (1067 mm) above the adjacent walking surfaces,
a sphere 8 inches (203 mm) shall not pass. In occupancies in Groups
A, B, E, I-1, I-2, I-4, M and R and in public garages and open parking
structures, guards shall not have an ornamental pattern or design that
would provide a ladder effect.
44. Delete
the Exception to Section 1014.1 “Exit or Exit Access Doorways Required”
(pg. 210) and substitute the following therefor:
Exception:
Group I-2 occupancies shall comply with Section 1013.2.2. All Group
H, I and R-2 occupancies shall provide two exits or exit access doorways
from any space, regardless of occupant load or egress distance.
45. Delete
Table 1014.1 “Spaces With One Means of Egress” (pg. 210) and
substitute the following therefor:
Table
1014.1
Spaces with One Means of Egress
| Occupancy |
Maximum
Occupant Load |
| A,
B, E, M, U |
20 |
| H-1,
H-2, H-3 H-4, H-5, I-1, I-3, I-4 |
NA |
| R-1,
R-3, R-4 |
10 |
| S |
20 |
46. Amend
Table 1016.1 to read as follows:
Table
1016.1
Corridor Fire Resistance Rating
Occupancy |
Occupant
Load
Served by Corridor |
Required
Fire-Resistance Rating(hours) |
Without
Sprinkler System |
With
Sprinkler System (c) |
| H-1,
H-2, H-3 |
All |
Not
Permitted |
1 |
| H-4,
H-5 |
Greater
than 30 |
Not
Permitted |
1 |
| A,
B, E, F, M, S, U |
Greater
than 30 |
1 |
1 |
| R |
Greater
than 10 |
1 |
1 |
| I-2(a),
I-4 |
All |
Not
Permitted |
1 |
| I-1,
I-3 |
All |
Not
Permitted |
1(b) |
(a)
For requirements for occupancies in Group I-2, see Section 407.3
(b) For a reduction in the fire-resistance rating of occupancies in
Group I-3, see Section 408.7.
(c) Buildings equipped throughout with an automatic sprinkler system
in accordance with Section 903.3.1.1 or 903.3.1.2 where allowed. |
47.
Delete Section 1018.2 “Buildings With One Exit” (pg. 214)
and Table 1018.2 in its entirety and substitute the following therefor:
1018.2
Buildings with one exit. Only one exit shall be required in
buildings as described in Section 1014.1.
48. Amend
the provisions of Section 1023.3 to read as follows:
1023.3
Exit discharge location. Exterior balconies, stairways and
ramps shall be located at least 10 feet (3048 mm) from adjacent lot
lines and from other buildings on the same lot unless the adjacent building
exterior walls and openings are protected in accordance with Section
704 based on fire separation distance. Exit doors in exterior walls
shall be provided and spaced not more than 150 feet apart.
49. Delete
the provisions of Sections 1805.4.5 “Timber Footings” (pg.
366) and Section 1805.4.6 “Wood Foundations” (pg. 366) in
their entirety.
50. Amend
the provisions of Section 2308.8.2.1 “Engineered Wood Products”
(pg. 473) by adding paragraph Section 2803.8.2.2 “I-Joist Frame”
as follows:
2803.8.2.2
I Joist Frame. Floor and/or ceiling framing consisting of Engineered
I-Joist shall have 5/8 Type X drywall placed at the underside of the
joist with paper-tape embedded in compound over joints and covered in
additional compound to provide protection of concealed space in accordance
with 2002 Edition of NFPA 13, Section 8.14.1.
51. Delete
the provisions of Section 3002.4 “Elevator car to accommodate ambulance
stretcher” (pg. 551) and substitute the following therefor:
3002.4
Elevator car to accommodate ambulance stretcher. In buildings
three (3) stories in height or more, at least one (1) elevator shall
be provided for Fire Department emergency access to all floors. Such
elevator car shall be of such a size and arrangement to accommodate
a 24-inch by 76-inch (610 mm by 1930 mm) ambulance stretcher in the
horizontal, open position and shall be identified by the international
symbol for emergency medical services (star of life). The symbol shall
not be less than 3 inches (76 mm) high and shall be placed inside on
both sides of the hoistway door frame.
52. Delete
the provisions of Section 3102 “Membrane Structures” (pg.
555) in its entirety.
53. Delete
the provisions of Section 3103.1 “General” (pg. 556) and substitute
the following therefor:
3103.1
General: The provisions of this section shall apply to structures
erected for a period of less than 180 days. Tents erected for a period
of less than 180 days shall comply with the International Fire Code.
Those erected for a longer period of time shall comply with applicable
sections of this code.
54. Delete
the provisions of Section 3404.1.2 “Existing Fire Escapes”
(pg. 567) and substitute the following therefor:
3404.1.2
Fire Escapes: Existing fire escapes shall be permitted as a
component in the means of egress in existing structures in accordance
with Section 1025.0 so long as such fire escape is properly maintained
and provided that such fire escape shall be examined by a structural
engineer who shall then submit a report as to such fire escapes fitness
for use and structural integrity.
55. Delete
the provisions of Section 3409 “Accessibility for Existing Buildings”
(pg. 568) in its entirety. The design for accessibility shall comply with
applicable provisions of the most current addition of the Illinois Accessibility
Code and the Fair Housing Act.
56. Insert
the date of August 1, 2004 in Section 3410.2 “Applicability.”
57. Amend
the provisions of Section 3410.2.3 “Additions” (pg. 570) by
adding paragraph Section 3410.2.3.1 “Fire Alarms Systems –
Extension Installation” as follows:
3410.2.3.1
Fire Alarm Systems – Extension Installation: An existing
fire alarm system shall be extended to provide protection to any additions
to the building. If no fire alarm system presently exists, and the addition
or additions individually or in aggregate exceed 200 square feet, an
approved fire alarm system shall be installed throughout the entire
existing building and addition(s) thereto.
58. Delete
the provisions of Section 3410.6 “Evaluation Process” (pg.
571) in its entirety and substitute the following therefor:
3410.6
Evaluation Process: The results of the investigation and evaluation
carried out under Section 3410.6 through 3410.9.1 shall be reduced to
writing on a form generally similar to Table 3410.7 Summary Sheet –
Building Score, and shall be made available upon request. As an objective
evaluation conducted under the specific provisions of this Code, this
document is not subject to appeal as provided elsewhere in this Code.
Matters of applicability may still be appealed.
In applying
this section to a building with mixed occupancies, where the separation
between the mixed occupancies does not qualify for any category indicated
in Section 3410.6.16, the score for each occupancy shall be determined
and the lower score determined for each section of the evaluation process
shall apply to the entire building.
Where
the separation between the mixed occupancies qualifies for any category
indicated in Section 3410.6.16, the score for each occupancy shall apply
to each portion of the building based on the occupancy of the space.
59. Add
Exhibit A:
Exhibit
A
Performance
Guidelines for High Hazard Uses in the City of St. Charles
- Specific
location: The geographic location and distances to other structures,
rivers, streams, and other use groups.
- Zoning:
The proximate distances to Assembly, Educational, Institutional, and
Residential uses and vacant land zoned for these uses.
- Types
of hazardous materials which are not allowed: Materials listed in Section
307.3 High Hazard Group H-1 that present a detonation hazard shall not
be permitted under any circumstances.
- Allowable
construction types: Type I and II only.
- Required
fire protection for High Hazard materials:
a. Provide extra hazard Group II fire sprinkler system
b. Provide a fixed foam fire protection system
- Required
water supply system: 3,000 to 6,000 gallons per minute from a reliable
source.
- Required
review of the maximum allowable quantities per the control areas and
compliance with Sections 414, 415, 416, 417 and 418.
- Required
review for potential for:
a. Noise
b. Glare and heat
c. Vibration
d. Dust or air pollution
e. Odor
f. Electromagnetic interference
g. Water pollution and containment
h. Hazardous waste and by-products
- Required
safeguards provided for toxic substances
- Review
of hazardous materials truck routes to and from the site.
- Elevation
of product handling and transfer.
- Separation
between high hazard areas and other use areas within the same building
shall be provided by means of a four (4) hour rated reinforced solid
masonry wall.
- Submittal
and review of all hazardous materials MSDS.
- A specific
evacuation plan is required for the building and surrounding area.
- A contingency
plan is required for any spill or release of product to mitigate the
hazard and provide a complete listing of persons to contact.”
(Ord. 2006-M-63 § 1; Ord. 2004-M-62 § 1.)
15.04.020
One-family and two-family residences--Regulations adopted and modified.
The provisions
of the 2000 International Residential Code for One and Two Family Dwellings,
published January 2000 by the International Code Council, Inc., 5203 Leesburg
Pike, Suite 708, Falls Church, Virginia 22041-3401 (hereinafter sometimes
referred to as "the IRC"), not less than three (3) copies of which have
been and are on file in the Office of the Clerk of the City of St. Charles,
Illinois, for more than thirty (30) days, together with the amendments
listed herein, are hereby adopted as the regulations governing the construction
of one and two family dwellings and townhouses not more than three stories
in height.
Amendments
to the 2000 International Residential Code for One and Two Family Dwellings:
A. Chapter
1 - Administration:
1. Delete
Sections R103 through R114 in their entirety, as the City has provided
for the same under Chapter 15.101 "Administration, Enforcement, Fees,
and Penalties" of the Municipal Code of the City of St. Charles.
B. Chapter
2 - Definitions:
1. Delete
the definition of "BUILDING OFFICIAL" and substitute the following therefore:
"BUILDING OFFICIAL. The Building and Zoning Commissioner of the City
of St. Charles, or his designee."
2. Change
the stated title of the "MANUFACTURED HOME" definition to "MANUFACTURED/MOBILE
HOME."
3. Delete
the definition of "TOWNHOUSE" and substitute the following therefore:
"TOWNHOUSE. A single family dwelling unit constructed in a group of
3, 4, 5 or 6 attached units in which each unit extends from foundation
to roof and with open space on at least two sides. Dwelling units where
more than six units are attached shall be governed by code provisions
applicable to multiple family dwellings, rather than the provisions
of this one and two family dwelling code."
C. Chapter
3 - Building Planning:
1. Insert
values in Table R301.2 (1) as follows:
|
Roof
Snow Load
|
Wind
|
Seismic
Design Category (f,g)
|
Subject
to Damage From
|
Winter
Design Temps (f)
|
Flood
Hazard (h)
|
|
Speed
(e) in MPH
|
Weathering
(a)
|
Frost
Line Depth (b)
|
Termite
(c)
|
Decay
(d)
|
|
25
|
90
|
B
|
SEVERE
|
42"
|
M-H
|
S-M
|
-5f
|
Refer
to Title 18,
St. Charles Municipal Code
|
2. Amend the provisions of Section R301.2.4 Floodplain Construction
by adding the following:
"Buildings
and structures constructed in flood hazard areas shall be also designed,
constructed and located in accordan |