G72-12 1-
_ Ordinance No. G72-12
• AN ORDINANCE
ADOPTING THE INTERNATIONAL RESIDENTIAL CODE 2012
AS THE ONE AND TWO FAMILY DWELLING CODE OF THE CITY OF ELGIN
BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF ELGIN, ILLINOIS:
Section 1. That Chapter 16.36 entitled "One and Two Family Dwelling Code" of the
Elgin Municipal Code, 1976, as amended, be and is hereby repealed.
Section 2. That Chapter 16.36 entitled "One and Two Family Dwelling Code" be and is
hereby added to the Elgin Municipal Code, 1976, as amended, to read as follows:
Chapter 16.36
ONE AND TWO FAMILY DWELLING CODE
Sections:
16.36.010 Adopted-Exceptions.
16.36.020 Additions, Insertions and Changes.
16.36.030 Illustrations.
16.36.040 Conflicts With Other Provisions.
16.36.010 ADOPTED-EXCEPTIONS.
That a certain document, one (1) copy of which is on file in the office of the City Clerk of the
City of Elgin, being marked and designated as the International Residential Code 2012, as
published by the International Code Council, be and is hereby adopted as and shall be known as
the One and Two Family Dwelling Code of the City of Elgin for regulating the fabrication,
erection, construction, enlargement, alteration, repair, location and use of one- and two-family
dwellings, their appurtenances and accessory structures; and each and all of the regulations,
provisions, penalties, conditions and terms of said International Residential Code 2012 are
hereby referred to, adopted, and made a part thereof, as if fully set out in this ordinance, with the
additions, insertions, deletions and changes prescribed in this chapter.
16.36.020 ADDITIONS, INSERTIONS AND CHANGES.
The International Residential Code 2012 is amended and revised in the following respects:
Section R105.2 Work exempt from permit, shall be amended to read as follows:
In the subsection entitled Building, subparagraphs 1, 2, 3, 5 and 10 shall be deleted in
their entirety.
Section R102.8 Historic Buildings, shall be created to read as follows:
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The provisions of this chapter relating to the construction, repair, alteration, addition,
• restoration and movement of structures, and change of occupancy, shall not be mandatory
for exterior architectural features of historic buildings where such exterior architectural
features are judged by the building official to not constitute a distinct life safety hazard.
For the purposes of this chapter, "Historic Building" shall mean a building that is listed in
or eligible for listing in the National Register of Historic Places, or that is designated as
historic under state or local law, or that is eligible for designation as a landmark or a
historically/architecturally significant residential structure under Title 20 of the Elgin
Municipal Code, 1976, as amended.
Section R108 Fees, shall be amended to read as follows:
Permit fees shall be in accordance with the provisions set forth in Chapter 16.48 of this
code.
Section R112.1 Board of Appeals General, shall be amended to read as follows:
In order to hear and decide appeals of orders, decisions or determinations made by the
Building Official relative to the application and interpretation of this code, there shall be
and is hereby created a board of appeals. The board of appeals shall consist of the
Building Commission members and shall hold office at its pleasure. The board shall
adopt rules of procedure for conducting its business.
• Table R301.2(1) Climatic and Geographic Design Criteria, is amended to read as follows:
Ground Snow Load - lbs. per sq. ft. —30 psf
Wind Speed - 90 mph
Topographic effects—No
Seismic Condition by Zone—B
Subject to Damage from Weathering - Yes - Severe
Frost Line Depth - 42 inches below grade
Termite - Moderate to Heavy
Winter Design Temperature - minus 10 deg F
Ice Barrier Underlayment Required—Yes
Flood Hazards February 12, 1975
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Air Freezing Index -1000-2000
Mean Annual Temp 45-50 F
Table R301.7 Allowable Deflection of Structural Members, shall be amended to read as follows:
TABLE R301.7
ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS a,b,c,d,e
ALLOWABLE
STRUCTURAL MEMBERS DEFLECTION
Rafters having slopes greater than 3:12 with no finished ceiling
attached to rafters L/180
Interior walls and partitions H/l80
Floors and plaster ceilings' L/360
All other structural members L/240
Exterior walls with plaster or stucco finish 14/360
Exterior walls—wind loads a with brittle finishes H/240
Exterior walls—wind loads 'with flexible finishes L/120
Lintels supporting masonry veneer walls e L/600
Note: L=span length, H=span height
a. The wind load shall be permitted to be taken as 0.7 times the Component and Cladding loads for the purpose of
determining deflection limits herein.
b. For cantilever members,L shall be taken as twice the length of the cantilever.
c. For aluminium structural members or panels used in roofs or walls of sunroom additions or patio covers, not
supporting edges of glass or sandwich panels, the total load deflection shall not exceed L/60. For continuous
aluminium structural members supporting edge of glass, the total load deflection shall not exceed L/175 for each
glass lite or L/60 for the entire length of the member, whichever is more stringent. For sandwich panels used in roofs
or walls of sunroom additions or patio covers,the total load deflection shall not exceed L/120.
d. Deflection for exterior walls with interior gypsum board finish shall be limited to an allowable deflection of
H/180.
e. Refer to Section R703.7.2.
f Refer to Section R502.11.1 amended for wood truss deflection.
Section R302.2 Townhouses, shall be amended to read as follows:
Each townhouse shall be considered a separate building and shall be separated by fire-
resistance-rated wall assemblies meeting the requirements of Section R302.1 for exterior
walls.
Exception: A common 2-hour fire-resistance-rated wall is permitted for townhouses if
such walls do not contain plumbing or mechanical equipment, ducts or vents in the cavity
of the common wall. The wall shall be rated for fire exposure from both sides and shall
extend to and be tight against exterior walls and the underside of the roof sheathing.
Electrical installations shall be installed in accordance with the applicable provisions of
Chapter 16.24 of the Elgin Municipal Code, 1976, as amended. Penetrations of electrical
outlet boxes shall be in accordance with Section R302.4
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Section R302.3 Exception No. 2, shall be deleted
• Section R302.5.2.1 Ducts in garages, shall be created to read as follows:
Ducts in the garage shall be enclosed with 5/8" fire code type gypsum board or
equivalent.
Section R302.5.2.2 Installation of heating units in garages, shall be created to read as follows:
Installation of a dwelling heating unit or other fuel-burning appliance in the garage is
prohibited. One-hour fire-rated partitions between the space containing a house heating
unit and the garage space shall be installed. Doors are not permitted common to the
heater room or fuel burning appliance room and the garage.
Exception: Garage heating units with UL listing (or equivalent) for such use or a sealed
combustion furnace which utilizes combustion air from the outdoors shall be permitted.
Section R 302.6 Dwelling/garage fire separation, shall be amended to read as follows:
The garage shall be separated from the residence and its attic as required by Table R302.6
and/or as follows:
The walls separating the garage from habitable areas of the house shall have one (1) layer
• of 5/8" fire code type gypsum board on each side or equivalent. Where a gable type
connection is used, the same construction shall be utilized as that separating the garage
from the adjacent habitable space. When the garage ceiling is to be finished to separate
the garage from the attic space, two (2) layers of 5/8" fire code type gypsum board, or
equivalent, shall be installed. The second layer of gypsum board shall be positioned
perpendicular to the first layer. All joints shall be taped and spackled. Where habitable
rooms are constructed over the garage, all walls shall have one (1) layer of 5/8" fire code
type gypsum board or equivalent applied, and the ceiling shall have two (2) layers 5/8"
fire code type gypsum board or equivalent.
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Table R302.6 Dwelling/Garage Separations, shall be amended to read as follows:
• TABLE 8302.6
DWELLING/GARAGE SEPARATION
SEPARATION MATERIAL
Not less than%-inch Type X gypsum board or
From the residence and attics equivalent applied to both sides
Not less than 2 layers of%-inch Type X
From all habitable rooms above the garage gypsum board on the ceiling and 1 layer of%-
inch Type X gypsum board on all walls or
equivalent
Structure(s) supporting floor/ceiling assemblies Not less than %-inch Type X gypsum board or
used for separation required by this section equivalent
Not less than%-inch Type X gypsum board or
Garages located less than 3 feet from a equivalent applied to the interior of the exterior
dwelling unit on the same lot walls that are within this area
Section R302.7 Under-stair protection, shall be amended as follows:
All accessible space under interior stairs shall have under stair surface, landings and any
soffits protected on the enclosed side with minimum ''/2" gypsum board.
• Section R303.3 Bathrooms, shall be amended to read as follows:
Bathrooms, water closets, compartments and similar rooms shall be mechanically vented
to the exterior using wall louvers or roof caps with insect screens. Vent discharge into
the attic or soffit is prohibited. Mechanical vents shall be sized to provide five (5) air
changes per hour.
Section R305.1.1 Basements, shall be amended to read as follows:
The bottom edge of the floor joists in basements without habitable spaces may project to
within 7 feet 6 inches (2185 mm) of the finished floor, and beams, girders, ducts or other
obstructions may project to within 6 feet 9 inches (2032 mm) of the finished floor.
Section R309.1 Floor Surfaces, shall be amended to read as follows:
The garage floor surface shall be a minimum four (4) inches of concrete on a minimum
four (4) inch crushed stone, sand or gravel base. The floor used for parking of vehicles
shall be sloped to facilitate the movement of liquids toward the main vehicle entry
doorway or to a floor drain installed to the requirements of the Illinois State Plumbing
Code as amended by Chapter 16.20 of the Elgin Municipal Code, 1976, as amended.
Section R309.6 Detached garages, shall be created to read as follows:
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Detached frame garages shall comply with the construction requirements for one-story
• dwellings with the following exceptions:
1. Garages constructed within four (4) feet of a residential dwelling are required to meet
minimum foundation requirements for dwellings. Foundation walls and footings
shall not be less than forty-two (42) inches below finish grade. The minimum
foundation thickness shall be eight (8) inches. Any walls facing the residence, in
whole or in part, shall have a one-hour fire rating.
2. Grade beam construction is permitted for garages constructed more than four (4) feet
from the dwelling. The grade beam design shall be as follows: sixteen (16) inches
deep by twenty (20) inches at the top and ten (10) inches at the base with two one-
half inch diameter re-bars continuous around the perimeter and poured monolithically
with the floor slab (see Illustration A at the end of this chapter). Floor slab shall be a
minimum four (4) inches thick with six (6) inch by six (6) inch number ten (10)
welded wire fabric or equivalent throughout. The grade beam shall rest on
undisturbed soil or engineered fill. Garages larger than 490 square feet require
foundations to be extended to forty-two (42) inches below grade. A twelve-inch thick
trench wall is permitted.
3. The maximum spacing for studs shall be twenty-four (24) inches O.C. and sixteen
(16) inches O.C. if square footage is over 490 square feet.
• 4. Wall sheathing and building paper may be omitted if walls are ten (10) feet in height
or less and corner bracing is used. Each corner is to be braced from the top outward
in two directions to a minimum of seventy-two (72) inches from corner at sill plate,
and may be applied on the inside surface of studs. The minimum bracing size shall
be one (1) inch by four (4) inches.
5. Corner posts may consist of two (2) two (2) inch by four (4) inch posts or one (1) four
(4) inch by four (4) inch post.
6. Top plates may be single, provided rafters occur directly over the studs and the plate
is adequately tied at joints, corners and intersecting walls by a minimum 3-inch by 6-
inch by 0.036-inch-thick galvanized steel plate that is nailed to each wall or segment
of wall by six 8d nails on each side and garage square footage is 490 or less.
7. Rafter ties at eaves shall not be less than two (2) inches by four (4) inches with the
maximum spacing of four (4) feet O.C.
8. Concrete floor: A minimum four (4) inches of concrete on minimum a four (4) inch
crushed stone, sand or gravel base shall be provided. The floor used for parking of
vehicles shall be sloped to facilitate the movement of liquids toward the main vehicle
entry doorway or to a floor drain installed to the requirements of the Illinois State
Plumbing Code as amended by Chapter 16.20 of the Elgin Municipal Code, 1976, as
• amended.
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9. House wrap shall be required when vinyl or aluminum siding is applied.
• Section R309.7 Detached masonry garages, shall be created to read as follows:
Detached masonry or masonry veneer garages shall comply with the construction
requirements for dwellings with the following exception: Combined foundation wall and
footing shall be permitted provided it extends forty-two (42) inches below grade and the
bottom is flared to sixteen (16) inches. The wall width shall be wide enough to support
the wall above but shall not be less than eight (8) inches wide.
Section R309.8 Maximum height of detached residential garages, shall be created to read as
follows:
The maximum height of a detached residential garage shall be fifteen (15) feet. (See
Illustrations B and C of this chapter.)
Section R 310.1.2 Minimum opening height, shall be amended to read as follows:
The minimum net clear opening height shall be 24 inches (610 mm).
Exception: The minimum net clear opening height of windows below grade shall be 36
inches (914 mm).
• Section R310.1.3 Minimum opening width, shall be amended to read as follows:
The minimum net clear opening width shall be 20 inches (508 mm).
Exception: The minimum net clear opening width of windows below grade shall be 24
inches (610mm).
Section R312.3 Retaining Wall Guards, shall be created to read as follows:
Where retaining walls with differences in grade level in excess of 30" are located closer
than two (2) feet to a walk, path, pedestrian area, parking lot or driveway on the high
side, such retaining walls shall be provided with guards that are constructed to provide a
protective barrier not less than 36" high measured vertically above the adjacent walking
surface. Open guards shall have balusters, horizontal intermediate rails or other
construction such that a 21-inch diameter sphere cannot pass through any opening.
Section R313.1 Townhouse automatic fire sprinkler system, shall be amended to read as follows:
Where a townhouse is to be located upon land that was within the corporate limits of the
City of Elgin as of the adoption date of this ordinance, such townhouse shall include fire
sprinkler protection in the basement area only. This fire sprinkler system can be part of
the domestic water system, without backflow prevention, as long as the system is a
• looped system with no dead-ends in excess of 2 feet.
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Exceptions:
• 1. When wood I joists or open web trusses are used and protected with a '/2-inch gypsum
wallboard membrane, 5/8-inch wood structural membrane, or equivalent on the
underside of the floor framing member.
2. Wood floor assemblies using dimensional lumber or structural composite lumber
equal to or greater than 2-inch by 10-inch nominal dimension, or other approved floor
assemblies demonstrating equivalent fire protection.
3. An automatic residential fire sprinkler system shall not be required when additions or
alterations are made to existing townhouses that do not have an automatic residential
fire sprinkler system installed.
In all such instances above, the general contractor shall be responsible for ensuring that
the homeowner is advised of the availability and benefits of a full automatic fire sprinkler
system (NFPA 13D compliant). Such notification shall be on a form provided by the
City of Elgin and include the printed name and signature of the homeowner.
Where a townhouse is to be located upon land annexed to the City of Elgin after the
adoption date of this ordinance, a full fire sprinkler system shall be required, installed in
accordance with NFPA 13D. This system shall include backflow protection by use of a
double check valve.
• Section R313.2 One- and two-family dwellings automatic fire sprinkler systems, shall be
amended to read as follows:
Where a one- and two-family dwelling is to be located upon land that was located within
the City of Elgin as of the adoption date of this ordinance, such one- and two-family
dwelling shall include fire sprinkler protection in the basement area only. This fire
sprinkler system can be part of the domestic water system, without backflow prevention,
as long as the system is a looped system with no dead-ends in excess of 2 feet.
Exceptions:
1. When wood I-joists or open web trusses are used and protected with a `/2-inch gypsum
wallboard membrane, 5/8-inch wood structural membrane, or equivalent on the
underside of the floor framing member.
2. Wood floor assemblies using dimensional lumber or structural composite lumber
equal to or greater than 2-inch by 10-inch nominal dimension, or other approved floor
assemblies demonstrating equivalent fire protection.
3. An automatic residential fire sprinkler system shall not be required when additions or
alterations are made to existing one- and two-family dwellings that do not have an
• automatic residential fire sprinkler system installed.
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In all such instances above, the general contractor shall be responsible for ensuring that
the homeowner is advised of the availability and benefits of a full automatic fire sprinkler
system (NFPA 13D compliant). Such notification shall be on a form provided by the
City of Elgin and include the printed name and signature of the homeowner.
Where a one- and two-family dwelling is to be located upon land annexed to the City of
Elgin after the adoption date of this ordinance, a full fire sprinkler system shall be
required, installed in accordance with NFPA 13D. This system shall include backflow
protection by use of a double check valve.
Section R314.3 Location, shall be amended to read as follows:
Smoke alarms shall be installed in the following locations:
1. In each sleeping room.
2. Outside each sleeping area within 15 feet of the bedroom doors.
3. On each additional story of the dwelling, including basements and habitable attics but
not including crawl spaces and uninhabitable attics. In dwellings or dwelling units
with split level and without an intervening door between adjacent levels, a smoke
alarm installed on the upper level shall suffice for the adjacent lower level provided
that the lower level is less than one full story below the upper level.
• Section R315.1 Carbon monoxide alarms, shall be amended to read as follows:
For new construction, an approved carbon monoxide alarm shall be installed outside each
separate sleeping area within 15 feet of the bedroom doors in dwelling units within which
fuel-fired appliances are installed and in dwelling units that have attached garages.
Section R319.1 Address numbers, shall be amended to read as follows:
Buildings shall have approved address numbers, building numbers or approved building
identification placed in a position that is plainly legible and visible from the street or road
fronting the property. These numbers shall contrast with their background. Address
numbers shall be Arabic numbers. Numbers shall be a minimum of 5" (102mm) high
with a minimum stroke of inch (12.7mm). Where access is by means of a private road
and the building address cannot be viewed from the public way, a monument, pole or
other sign or means shall be used to identify the structure.
Section R401.1 Applications, shall be amended to read as follows:
The provisions of this chapter shall control the design and construction of the foundation
and foundation spaces for all buildings. In addition to the provisions of this chapter, the
design and construction of foundations in flood hazard areas as established by Table
R301.2(l) shall meet the provisions of Section R322. Any other provisions of this
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chapter to the contrary notwithstanding, wood foundations shall not be permitted in the
• city.
Section R402.1 Wood foundations, Section R402.1.1 Fasteners, and Section R402.1.2 Wood
Treatment, shall be deleted in their entirety.
Table R402.2 Minimum Specified Compressive Strength of Concrete (severe columns), shall be
amended as follows:
TABLE R402.2
MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE
MINIMUM SPECIFIED COMPRESSIVE STRENGTH (f'c)
TYPE OR LOCATION OF CONCRETE
CONSTRUCTION Negligible Moderate Severe
Basement walls, foundation walls,exterior
walls and other vertical concrete work
exposed to the weather 2,500 3,000' ),000d
Basement slabs and interior slabs on grade,
except garage floor slabs 2,500 2,500 3,500
Basement walls, foundation walls, exterior
walls and other vertical concrete work
exposed to the weather 2,500 3,000' 3,000'
• Porches,carport slabs and steps exposed to
the weather, and garage floor slabs. 2,500 3,000d,e,1 4,000d,e,t
For SI: 1 pound per square inch+6.895 kPa.
a. Strength at 28 days psi.
b. See Table R301.2(1)for weathering potential.
c. Concrete in these locations that may be subject to freezing and thawing during construction shall be air-entrained
concrete in accordance with Footnote d.
d. Concrete shall be air-entrained. Total air content(percent by volume of concrete)shall be not less than 5 percent
or more than 7 percent.
e. See Section R402.2 for maximum cementitious materials content.
f. For garage floors with a steel troweled finish,reduction of the total air content(percent by volume of concrete)to
not less than 3 percent is permitted if the specified compressive strength of the concrete is increased to not less than
4,000 psi.
Section R403.1 General, shall be amended to read as follows:
All exterior walls shall be supported on continuous solid or fully grouted masonry or
concrete footings, or other approved structural systems which shall be of sufficient design
to accommodate all loads to the soil within the limitations as determined from the
character of the soil. Footings shall be supported on undisturbed natural soils or
engineered fill.
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R403.1.3.2 Slabs-on-ground with turned-down footings, shall be amended to read as follows:
•
Slabs-on-ground, cast monolithically, with turned-down footings, when approved, shall
be a minimum twelve (12) inches wide and a minimum forty-two (42) inches below
grade with two (2) number five (5) re-bar reinforcing continuous at top and bottom all
around.
Where the slab is not cast monolithically with the footing, No. 3 or larger vertical dowels
with standard hooks on each end shall be provided in accordance with Figure R403.1.3.2.
Standard hooks shall comply with Section R611.5.4.5.
Exception: Garage foundations and slabs shall be constructed per Illustration A.
Section R403.2 Footings for wood foundations, shall be deleted in its entirety.
Section R403.3 Frost protected shallow foundations, section R403.3.1 Foundations adjoining
frost protected shallow foundations, section R403.3.1.1 Attachment to unheated slab-on-ground
structure, section R403.3.1.2 Attachment to heated structure, and section R403.3.2 Protection of
horizontal insulation below ground, shall be deleted in their entirety.
Section R404.1.2.2 Reinforcement for foundation walls, shall be amended to read as follows:
Concrete walls shall be laterally supported at the top and bottom reinforced by four (4)
• number five rods. Two of the number five rods shall be located twelve (12) inches from
the bottom of the wall and the second two of the number five rods shall be located twelve
(12) inches below the top of the wall. Vertical reinforcement shall be provided in
accordance with Table R404.1.2(2), R404.1.2(3), R404.1.2(4), R404.1.2(5), R404.1.2(6),
R404.1.2(7) or R404.1.2(8). Vertical reinforcement for flat basement walls retaining 4
feet (1219 mm) or more of unbalanced backfill is permitted to be determined in
accordance with Table R404.1.2(9). For basement walls supporting above-grade concrete
walls, vertical reinforcement shall be the greater of that required by Tables R404.1.2(2)
through R404.1.2(8) or by Section R611.6 for the above-grade wall. In buildings assigned
to Seismic Design Category Do, D, or D2 concrete foundation walls shall also comply
with Section R404.1.4.2.
Section R404.1.2.3.7.3 Wall openings, shall be amended to read as follows:
Vertical wall reinforcement shall be required at all foundation wall openings. Vertical
reinforcement shall be number 4 rods and shall be placed within 6 inches of each side of
the opening and shall either extend 12 inches beyond the opening or tie to the horizontal
reinforcement with standard 90-degree hook, two bars. (See Illustration D).
Section R404.2 Wood foundation walls, section R404.2.1 Identification, section R404.2.2 Stud
size, section R404.2.3 Height of backfill, section R404.2.4 Backfilling, section R404.2.5
Drainage and dampproofing, and section R404.2.6 Fastening, shall be deleted in their entirety.
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Section R405.2, Wood foundations, section R405.2.1 Base, section R405.2.2 Vapor retarder, and
isection R405.2.3 Drainage system, shall be deleted in their entirety
Sections R406.3 Dampproofing of wood foundations, section R406.3.1 Panel joint sealed,
section R406.3.2 Below grade moisture barrier, section R406.3.3 Porous fill, and section
R406.3.4 Backfill, shall be deleted in their entirety.
Section R407.3 Structural requirements, shall be amended to read as follows:
The columns shall be restrained to prevent lateral displacement at the top and bottom
ends. Wood columns shall not be less in nominal size than 4 inches by 4 inches (102 mm
by 102mm) and steel columns shall not be less than 3-inch-diameter (76 mm) standard
pipe or approved equivalent.
Section R502.1.4 Prefabricated wood I-joist, shall be amended to read as follows:
Structural capacities and design provisions for prefabricated wood I-joist shall be
established and monitored in accordance with ASTM D 5055. Deflection shall be L/480
with maximum deflection of 1/2". When wood I-joists are used for floor framing they shall
be installed no more than 16 inches on center.
Section R502.1.8 Prefabricated wood open-web trusses, shall be created to read as follows:
• When open-web trusses are used for floor framing they shall be installed no more than 16
inches on center.
Section R502.6.2 Joist Framing, shall be amended to read as follows:
Joist framing into the side of a wood girder shall be supported by approved framing
anchors or an approved ledger strip.
Section 502.11.1 Design, shall be amended to read as follows:
Wood trusses shall be designed in accordance with approved engineering practices. The
design and manufacture of metal plate connected wood trusses shall comply with
ANSI/TPII. The truss design drawings shall be prepared by a registered professional
where required by the statues of the jurisdiction in which the project is to be constructed
in accordance with Section 106.1. Deflection shall be L/480 with maximum deflection of
/2»
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Table R503.2.1.1(1) shall be amended to read as follows:
TABLE R503.2.1.1(1)
ALLOWABLE SPANS AND LOADS FOR WOOD STRUCTURAL PANELS FOR ROOF
AND SUBFLOOR SHEATHING AND COMBINATION SUBFLOOR UNDERLAYMENTa"'
(Plywood structural p anels are to be rated 4/5 ply)
ALLOWABLE LIVE MAXIMUM SPAN LOAD(pounds per
SPAN MINIMUM LOAD(psf)h'I (inches) square foot,at MAX.
RATING NOMINAL maximums an SPAN
PANEL SPAN SPAN With Without (inches)
THICKNESS @ 16" @ 24" edge edge Total Live
(inches) o.c. O.C. support support load load
Sheathing` Rooe Subfloor'
16/0 1/2, 5/8 30 --- 16 16 40 30 0
20/0 5/8 50 --- 20 20 40 30 0
24/0 5/8 100 30 24 20g 40 30 0
24/16 5/8 100 40 24 24 50 40 16
32/16 5/8 180 70 32 28 40 30 16
40/20 5/8 305 130 40 32 40 30 20h,
48/24 23/32,3/4,7/ --- 175 48 36 45 35 24
8
60/32 7/8 --- 1 305 60 1 48 45 35 32
Comb.
Underlayment,C-C plugged, ROOff Subfloor
• single floor underlky
ment
16 o.c. 5/8 100 40 24 24 50 40 16'
20 o.c. 5/8 150 60 32 32 40 30 201''
24 o.c. 23/32, 3/4 240 100 48 36 35 25 24
32 o.c. 7/8 --- 185 48 40 50 40 32
48 o.c. 1 3/32, 1 1/8 --- 290 60 48 50 40 48
For SI 1 inch=25.4 mm, 1 pound per square foot=0.0479 kN/m
a. The allowable total loads were determined using a dead load of 10psf. If the dead load exceeds 10 psf. then the
live load shall be reduced accordingly.
b. Panels continuous over two or more spans with long dimension (strength axis)perpendicular to supports. Spans
shall be limited to values shown because of possible effect of concentrated loads.
c. Applies to panels 24 inches or wider.
d. Lumber blocking, panel edge clips (one midway between each support, except two equally spaced between
supports when span is 48 inches),tongue-and-groove panel edges, or other approved type of edge support.
e. Includes Structural I panels in these grades.
f. Uniform load deflection limitation: 1/180 of span under live load plus dead load, 1/240 of span under live load
only.
g. Maximum span 24 inches where 1/4 inch wood finish flooring is installed at right angles to joists.
h. Maximum span 24 inches where 1.5 inches of lightweight concrete of approved cellular concrete is placed over
the subfloor.
i. Unsupported edges shall have tongue-and groove joints or shall be supported with blocking unless minimum
nominal '/4 inch thick underlayment with end and edge joints offset at least 2 inches or 1.5 inches of lightweight
concrete or approved cellular concrete is placed over the subfloor, or 1/4 inch wood finish flooring is installed at
right angles to the supports. Allowable uniform live load at maximum span, based on deflection of 1/360 100
j. Unsupported edges shall have tongue-and-groove joints or shall be supported by blocking unless nominal '/4
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inch thick underlayment with end and edge joints offset at least 2 inches or 3/4 inch wood finish flooring is
. installed at right angles to the supports. Allowable uniform live load at maximum span, based on deflection of
1/360 of span, is 100psf, except panels with a span rating of 48" on center are limited to 65 psf total uniform
load at maximum span.
k. Unsupported edges shall have tongue-and-groove joints or shall be supported by blocking unless nominal '/4-
inch-thick underlayment with end and edge joints offset at least 2 inches or '/4-inch wood finish flooring is
installed at right angles to the supports. Allowable uniform live load at maximum span, based on deflection of
1/360 of span, is 100 psf, except panels with span rating of 48 on center are limited to 65 psf total uniform load
at maximum span.
1. Allowable live load values at spans of 16" o.c. and 24" o.c. taken from reference standard APA E30, APA
Engineered Wood Construction Guide. Refer to reference standard for allowable spans not listed in the table.
Section R507.2.3 Deck lateral load connection, shall be amended to read as follows:
The lateral load connection required by Section R507.2.2 shall be permitted to be in
accordance with Figure R507.2.3. Hold-down tension devices shall be installed in not
less than two locations per deck, and each device shall have an allowable stress design
capacity of not less than 1500 pounds (6672 N). Decks that are 4 feet, or higher, above
grade shall be submitted with architectural/structural plans.
Section R601.2 Requirements, shall be amended to read as follows:
Wall construction shall be capable of accommodating all loads imposed according to
Section R301 and of transmitting the resulting loads to the supporting structural elements.
Exterior walls that contain water supply and waste piping shall be framed to allow a
minimum of R-13 insulation (or minimum required by Energy Conservation Code)
between the piping and the exterior sheathing of the wall.
Table R602.3(5) Size, height and spacing of wood studs, shall be amended by adding the
following to the end thereof.
Maximum spacing for bearing walls shall be sixteen (16) inches.
Exception: For garages under 490 square feet and sheds, maximum stud spacing can be
twenty four (24) inches when supporting roof and ceiling only.
Section R602.3.2 Top plate, shall be amended to read as follows:
Exception: The exception, pertaining to a single top plate shall be deleted in its entirety.
Section R703.13 Corrugated siding, shall be created as follows:
The use of corrugated plastic siding material shall be prohibited.
Section R801.3 Roof drainage, shall be amended to read as follows:
In areas where expansive or collapsible soils are known to exist, all dwellings shall have
• a controlled method of water disposal from roofs that will collect and discharge all roof
14
drainage to the ground surface at least 5 feet (1524 mm) from foundation walls or to an
approved drainage system. Roof gutters and down spouts shall be installed and
maintained at all locations where water will run off the roof onto a walking or driving
surface below. Down spout leaders shall not discharge across walking or driving
surfaces.
Section R802.10.2 Design, shall be amended to read as follows:
Wood trusses shall be designed in accordance with accepted engineering practice. The
design and manufacture of metal plate connected wood trusses shall comply with
ANSI/TPI1. The truss design drawings shall be prepared by a registered professional
where required by the statues of the jurisdiction in which the project is to be constructed
in accordance with Section 106.1. Maximum deflection shall be L/240
Section R902.1.1 Corrugated plastic or fiberglass roofing panels, shall be created to read as
follows:
The use of corrugated plastic or fiberglass roofing panels shall be prohibited.
Section R1003.9.2 Spark arresters, shall be amended to read as follows:
Spark arresters shall be required on the chimney of all fireplaces designed to be capable
of burning wood. Spark arrestors shall meet all of the following:
1. The net free area of the arrestor shall not be less than four times the net free area of
the outlet of the chimney flue it serves.
2. The arrestor screen shall have heat and corrosion resistance equivalent to 19-gage
galvanized steel or 24-gage stainless steel.
3. Openings shall not permit the passage of spheres having a diameter greater than '/z
inch (12.7 mm) nor block the passage spheres having a diameter less than 3/8 inch
(9.5 mm).
4. The spark arrestor shall be accessible for cleaning and the screen or chimney cap shall
be removed to allow for cleaning of the chimney flue.
Section R1005.4.1 Spark arrestors factory-built chimney, shall be created as follows:
Spark arresters shall be required on the chimney of all fireplaces designed to be capable
of burning wood. Spark arrestors shall meet all of the requirements of Section 1003.9.2.
Section M1201.2 Application, shall be amended as follows:
In addition to the general administration requirements of chapter 1 of the International
• Residential Code 2012, as amended by this Chapter 16.36, the administration provisions
15
of chapter 12 of the International Residential Code 2012, as amended by this Chapter
• 16.36, shall also apply to the mechanical requirements of chapters 13 through 24 of the
International Residential Code 2012, as amended by this Chapter 16.36.
Section M1301.1 Scope, shall be amended to read as follows:
The provisions of chapter 13 of the International Residential Code 2012, as amended by
this Chapter 16.36, shall govern the installation of mechanical systems not specifically
covered in other chapters applicable to mechanical systems. Installations of mechanical
appliances, equipment and systems not addressed by this code shall comply with the
applicable provisions of Chapter 16.20 and Chapter 16.32 of the Elgin Municipal Code,
1976, as amended.
Section M1305.1.3 Appliances in attics, shall be amended to read as follows:
Attics containing appliances requiring access shall be provided with pull down stairs and
a clear and unobstructed passageway large enough to allow removal of the largest
appliance, but not less than 30 inches (762mm) high and 22 inches (559mm) wide and
not more than 20 feet (6096mm) long when measured along the centerline of the
passageway from the opening to the appliance. This passageway shall have continuous
solid flooring in accordance with chapter 5 of the International Residential Code 2012, as
amended by this Chapter 16.36, not less than 24 inches (610mm) wide. A level service
space at least 30 inches (762mm) deep and 30 inches (762) wide shall be present along all
• sides of the appliance where access is required. The clear access opening dimensions
shall be a minimum of 20 inches by 30 inches (508 mm by 762 mm), and large enough to
allow removal of the largest appliance.
Exceptions:
1. The passageway and level service space are not required where appliance can be
serviced and removed through the required opening.
2. Where the passageway is unobstructed and not less than 6 feet (1829mm) high and 22
inches (559mm) wide for its entire length, the passageway shall be 50 feet
(15,250mm) long.
Section M1307.5 Electrical appliances, shall be amended to read as follows:
Electrical appliances shall be installed in accordance with chapters 14, 15, 19, and 20 of
the International Residential Code 2012, as amended by this Chapter 16.36, and Chapter
16.24 of the Elgin Municipal Code, 1976, as amended.
Section M1401.1 Installation, shall be amended to read as follows:
Heating and cooling equipment and appliances shall be installed in accordance with the
manufacturer's installation instructions and the requirements of this code. Equipment
16
and appliance installation instructions shall be made available to the heating inspector
upon request.
Section M1401.3 Sizing, shall be amended to read as follows:
Heating and cooling equipment and appliances shall be sized in accordance with ACCA
Manual S based on building loads calculated in accordance with ACCA Manual J or
other approved heating and cooling calculation methodologies. Heating and cooling loads
shall be shown on permit plans. Equipment capacities, including heating, cooling and
airflow at 0.5" s.p., shall be shown on the permit plans. Additionally, the supply air,
return air, exhaust air, and outdoor ventilation air registers, grilles, and/or louvers
locations, sizes and air quantities shall be shown on the permit plans.
Section M1406.2 Clearances, shall be amended to read as follows:
Clearance for radiant heating panels or elements to any wiring, outlet boxes and junction
boxes used for installing electrical devices or mounting luminaires shall comply with
Chapter 16.24 of the Elgin Municipal Code, 1976, as amended.
Section M1407.1 General, shall be amended to read as follows:
Electrical duct heaters shall be installed in accordance with the manufacture's installation
instructions and Chapter 16.24 of the Elgin Municipal Code, 1976, as amended.
Electrical furnaces shall be tested in accordance with UL 1996.
Section M1409.1.1 shall be created to read as follows:
Wall heaters venting to the exterior and drawing exterior air for combustion may be
installed in existing buildings.
Section M1507.2.1 shall be created to read as follows:
All rooms containing bathtubs, showers, spas, and similar bathing fixtures shall be
mechanically exhausted. In addition, all rooms containing toilets, lavatories and similar
fixtures shall be mechanically exhausted. The exhaust rate from each of these rooms
shall be five (5) air changes for every one (1) hour (one (1) air change every twelve (12)
minutes). The exhaust duct shall be sized not less than the fan discharge size and vent
directly outdoors via a roof cap, wall cap, or wall louver with insect screens when
required.
Section M1601.1.01 Duct sizes, shall be created to read as follows:
Supply and return ducts shall be sized according to ACCA Manual D or SMACNA
Installation Standards for Residential Heating and Air Conditioning Systems or other
approved methods. In addition, for a residential air system, the main supply ducts shall
• be sized for an air velocity not to exceed one thousand (1,000) feet per minute. All
17
branch ducts shall be sized for an air velocity not to exceed six hundred (600) feet per
iminute. In supply air ducts transition fittings are required in all changes in duct size.
Bullhead fittings are prohibited.
Section M1601.1.1 Aboveground duct systems, subparagraph 5, shall be amended to read as
follows:
Gypsum products may be used as ducts or plenums, provided that the air temperature
does not exceed 95 degrees Fahrenheit and exposed surfaces are not subject to
condensation.
Section M1601.1.1 Aboveground duct systems, subparagraph 7.3, shall be amended to read as
follows:
Stud wall cavities shall not convey return air from more than one room and/or one floor
level.
Section M1601.1.1 Aboveground duct systems, subparagraph 8, shall be created to read as
follows:
Flexible air ducts, both metallic and non-metallic, shall be listed and labelled to indicate
conformance with the requirements of UL 181 for Class 0 or Class 1 flexible air ducts.
Flexible air ducts shall not exceed ten (10) feet in length.
Section M1601.1.1 Aboveground duct systems, subparagraph 9, shall be created to read as
follows:
Flexible air connectors, both metallic and non-metallic, shall be listed and labelled to
indicate conformance with the requirements of UL 181 for Class 0 or Class 1 flexible air
ducts. Flexible air ducts shall not exceed ten (10) feet in length.
Section M1601.1.1 Aboveground duct systems, subparagraph 10, shall be created to read as
follows:
Non-metallic ducts and/or connectors shall not be installed in non-accessible areas of any
dwelling.
Section M1601.1.1 Aboveground duct systems, subparagraph 11, shall be created to read as
follows:
Where air diffusing supply registers are placed in the baseboard or immediately above on
interior walls, air velocities shall not exceed four hundred (400) feet per minute. Where
air grilles are placed in the baseboard or immediately above or in the floor on exterior
walls, air velocities shall not exceed five hundred (500) feet per minute. Where
placement of grilles is above head level, velocity shall be from five hundred (500) to
seven hundred (700) feet per minute. All living quarters shall be supplied with at least
18
five (5) air changes per hour (one (1) air change every twelve (12) minutes) and all
• supply grilles shall be directly connected to either the heating unit or the main duct line.
Velocity at the return air grille is not to exceed four hundred (400) feet per minute.
Table M1601.1.1(2) Gages of metal ducts and Plenums used for heating or cooling, shall be
amended to read as follows:
Galvanized Gage
Duct Size No.
Round Duct
6" diameter or less 30 GA
6" - 14" diameter 28 GA
over 14" in
diameter 26 GA
Rectangular ducts
13" or less 26 GA
14" - 30" 24 GA
Section M1601.1.1.1 shall be created to read as follows:
Supply ducts for dwellings erected on concrete slabs shall be installed from the furnace to
the registers embedded and anchored in the slab on which the dwelling is erected. In two
and three story dwellings, heating outlets shall be located not more than twelve (12)
inches as measured from the top of the grille to the finished floor in that portion of a
dwelling utilizing concrete slab.
Section M1601.4 Installation, shall be amended to read as follows:
Duct installation shall comply with Sections M1601.4.1 through M1601.4.9. Heating
supply air shall be distributed to all rooms.
Exception: Interior spaces mechanically vented via other systems.
Section M1602.1.1 shall be created to read as follows:
Return air for warm air furnaces is required from all rooms except as prohibited by
Section M1602.2 of this chapter. Central returns are prohibited.
Section M1901.3 Prohibited locations, shall be amended to read as follows:
Cooking appliances designed, tested, listed and labelled for use in commercial
occupancies shall not be installed within dwelling units or within any area where
domestic cooking operations occur without obtaining a permit for such installations.
Approval of such installations will require that a properly engineered exhaust system be
• installed
19
I
Section M2005.3 Electric water heaters, shall be amended to read as follows:
• Electric water heaters shall also be installed in accordance with the applicable provisions
of Chapter 16.24 of the Elgin Municipal Code, 1976, as amended.
Section M2101.2 System drain down, shall be amended to read as follows:
Hydronic piping systems shall be installed to permit the system to be drained. When the
system drains to the plumbing drainage system, the installation shall conform to the
requirements of Chapter 16.20 of the Elgin Municipal Code, 1976, as amended.
Section M2101.3 Protection of potable water, shall be amended to read as follows:
The potable water system shall be protected from backflow in accordance with the
provision listed in Chapter 16.20 of the Elgin Municipal Code, 1976, as amended.
Chapter 22, Special Piping and Storage Systems, shall be deleted in its entirety.
Section G2406.2 (303.3) Prohibited locations, shall be amended as follows:
Exceptions 3 and 4 shall be deleted in their entirety.
Section G2407.5.1 (304.5.1) Standard Method, shall be amended to read as follows:
The minimum required volume shall be 100 cubic feet per 1,000 BTU/H (4.8m3/kw).
Section G2410.2 (309.2) Connections, shall be amended to read as follows:
Electrical connections between gas utilization equipment and the building wiring,
including the grounding of the equipment, shall conform to Chapter 16.24 of the Elgin
Municipal Code, 1976, as amended.
Section G2415.2 CSST, shall be deleted in its entirety.
Section G2445.5 (621.5) Room or space volume, shall be amended to read as follows:
The aggregate input rating of all unvented appliances installed in a room or space shall
not exceed IOBTU/H per cubic foot (0.105kw/m3) volume of such room or space.
Where the room or space in which the equipment is installed is directly connected to
another room or space by a doorway, archway or other opening of comparable size that
cannot be closed, the volume of such adjacent room or space shall be permitted to be
included in the calculations.
•
20
Section G2447.2 (623.2) Prohibited location, shall be amended to read as follows:
• Cooking appliances designed, tested, listed and labelled for use in commercial
occupancies shall not be installed within dwelling units or within any area where
domestic cooking operations occur without obtaining a permit for such installations.
Approval of such installations will require that a properly engineered exhaust system be
installed.
Chapters 26 through 43, inclusive, shall be deleted in their entirety.
Appendix A, Sizing and Capacities of Gas Piping, shall be deleted in its entirety.
Appendix B, Sizing of Venting Systems Serving Appliances Equipped With Draft Hoods,
Category I Appliance and Appliances Listed For Use and Type B Vents, shall be adopted in its
entirety.
Appendix C, Exit Terminals of Mechanical Draft and Direct Vent Venting System, shall be
adopted in its entirety.
Appendix D, Recommended Procedure for Safety Inspection of an Existing Appliance, shall be
adopted in its entirety.
Appendix E, Manufactured Housing Used as Dwellings, shall be deleted in its entirety.
• Appendix F, Radon Control Methods, shall be adopted in its entirety with the exception of the
following specified amendments:
Section AF 103.4.10 Crawl Space Access, shall be amended as follows:
Access doors and other openings or penetrations between basements and adjoining
crawl spaces shall be closed, gasketed or otherwise filled to prevent air leakage.
These requirements may be eliminated if a 2-inch thick concrete slab is installed
which will meet the requirements of this appendix for concrete slab installation.
Section AF 103.6.1 Vent pipe, shall be amended to read as follows:
A minimum 3-inch-diameter (76mm) PVC or equivalent gas-tight pipe shall be
embedded vertically into the sub-slab aggregate or other permeable material before
the slab is cast. A "T" fitting or equivalent method shall be used to ensure that the
pipe opening remain within the sub-slab permeable material. Alternatively, the 3-
inch pipe shall be inserted directly into an interior perimeter drain tile loop or through
a sealed sump cover where the sump is exposed to the sub-slab aggregate or
connected to it through a drainage system.
Appendix G, Swimming Pools, Spas and Hot Tubs, shall be adopted in its entirety with the
• exception of the following specified amendments:
21
Section AG102 Definitions, Swimming Pool, shall be amended to read as follows:
• Any structure intended for swimming or recreational bathing that has the ability to
contain water over 24 inches (610mm) deep. This includes in-ground, aboveground
and on ground swimming pools, hot tubs and spas.
Appendix H Patio Covers, shall be adopted in its entirety.
Appendix I, Private Sewage Disposal, shall be deleted in its entirety.
Appendix J, Existing Buildings and Structures, shall be adopted in its entirety.
Section AJ501.7 Ceiling height, shall be amended to read as such:
Spaces created in existing basements, such as recreation rooms, laundry rooms, study
rooms, and bathrooms, shall have a ceiling height of not less than 6 feet 8 inches.
Obstructions may project to within 6 feet 4 inches of the basement floor. All other
habitable spaces created in existing basements shall have a minimum ceiling height of
7 feet 0 inches. Existing finished ceiling heights in nonhabitable spaces in basements
shall not be reduced.
Section AJ601.4 Ceiling height, shall be amended to read as such:
• Spaces created in existing basements, such as recreation rooms, laundry rooms, study
rooms, and bathrooms, shall have a ceiling height of not less than 6 feet 8 inches.
Obstructions may project to within 6 feet 4 inches of the basement floor. All other
habitable spaces created in existing basements shall have a minimum ceiling height of
7 feet 0 inches. Existing finished ceiling heights in nonhabitable spaces in basements
shall not be reduced.
Appendix K, Sound Transmission, shall be deleted in its entirety.
Appendix L, Permit Fees shall be deleted in its entirety.
Appendix M, Home Day Care-R-3 Occupancy, shall be deleted in its entirety.
Appendix N, Venting Methods, shall be deleted in its entirety.
Appendix O, Gray water Recycling Systems, shall be deleted in its entirety.
Appendix P, Sizing of Water Piping Systems, shall be deleted in its entirety
Appendix Q, ICC International Residential Code Electrical Provisions/National Electrical Code
Cross Reference shall be deleted in its entirety.
•
22
r
16.36.030 ILLUSTRATIONS
•
Buildings and Construction
tt
I
' WELDED WIRE MESH
THROUGHOUT SLAB I
J_
GRADE BEAM .SLAB
20"
GRADE
2 — 1/f REBAR
CONTINUOUS ALL
AROUND SLAB EDGE
}O"
(ilhstration A)
16.36-12 (Elgin 3/11/98)
•
23
One .and Two Family Dwelling Code
i
B(ffLDING HEIGHT
°Building height" means the vertical distance. measured from the
established average grade at the foundation to the highest point
of the underside of the ceiling beams, in the case of the flat
roof; to the deck line of a mansard roof; and to the main level
of the underside raters between the eaves and the rdge. of a
gable, hip, or gambrel roof. Chimmeys, spires, towers, elevator
penthouses, tanks, and similar projections other than signs
shall not be included in calculating the height.
A
C
BUILDING
HEIGHT
IF
ID
Point A is the ridge of the roof.
Point B is the.average level of the underside of the rafters
between the eaves and the ridge of the roof.
Point C is the underside of the rafters at the eave.
Point D is the minimum grade at the foundation.
Point c is the average grade at the foundation.
Point F is the maximum grade at the foundation.
(Illustration B)
• j'niglr, 3ilaiS9j ��'u�—�?
24
_ Buildings and Construction
BUILDENG HEIGHTS
Building height is the vertical distance measured from the
established de to the hig hest point of the roof surface for'
gra
flat roofs; to the deck line of mansard roofs; and to the
average height between eaves and ridge for gable, hip and
gambrel roofs.
BUltlltNC
HJGNT
END V}EW SIDE VIEW
GABLE ROOF
SWUNG
HEIGHT
END VIEW ` SIDE VIEY!
HIP ROOF
BURN G
H£ICHT
END VIEW SIDE VIEW
GAMBREL ROOF
BUIIL ING
HEIGHT
END VIEW SIDE VIEW
—j L— i
MANSARD ROOF
One and Two Family Dwelling Code
. Buildings and Construction
•
One-and Two-Family Dwelling Code
Furnace and Ductwork Installation
(Illustration E)
Forced warm air
To outside air
Heated supply air
DAMPER to regulate system to rooms
CHIMNEY '
VENT CONNECTOR
• ,
A/C COIL:
(if equiped) • ;
FLU PIPE----- `
GAS O SUPPLY
SHUTOFF--+--- AIR TRUNK
POWER Illlll��� Q RETURN
SWITCH-------- D AIR DROP, RETURN
AIR TRUNK
DRIP
TEE---- -- 0
AIR FlLTER
26
f
One-and Two-Family Dwelling Code
Return Air Ductwork and Filter Sizing
(Illustration F)
R.A.Dud: R.A.Duct R.A.Dud
40"
! X X�
17'." 21" 24" Filter
Filter Filter:
3 Ton&Under 4 Ton&Above 5 Ton ;
Filter-16 x 25 x 1 Filter-20 x 25 x 1 Filter 24 x 25 x 1
40 MBH R.A.Dud-24 x 8
60 MBH R.A.Dud-24 x 8
80 MBH R.A.Dud-24 x 10 R.A.Dud-24 x 10
100 MBH R.A.Dud-24 x 12 R.A.Dud-24 x 12
120 MBH R.A.Duct-24 x 14
X=4"accessory plenum, X=8"acc.plenum,
side and bottom return side and bolt.return
27
16.36.040 CONFLICTS WITH OTHER PROVISIONS
• When a provision of this chapter conflicts with any other provision of the Elgin Municipal Code
regulating the same subject matter, either as presently adopted or to be adopted or amended in
the future, the more stringent or restrictive provision shall apply.
Section 3. That all ordinances or parts of ordinances in conflict with the provisions of
this ordinance be and are hereby repealed.
Section 4. That this ordinance shall be in full force and effect immediately after its
passage in the manner provided by law.
ZA
David J. Kap n, M or
Presented: October 24, 2012
Passed: October 24, 2012 e
Vote: Yeas: 6 Nays: 1 �,�sauMn,h
Recorded: October 24, 2012 �-
Published: October 26, 2012
Attest:
Kimberly Dewis, City Terk
28