HomeMy WebLinkAbout2004-04-19-Ordinance 2467_International Building Code AdoptionORDINANCE NO.2467
AN ORDINANCE TO REPEAL CHAPTER 222 OF THE MUNICIPAL CODE OF THE
CITY OF WAUKEE,IOWA AND TO ADOPT BY REFERENCE THE 2003 EDITION OF
THE INTERNATIONAL CODES (I-CODESTM)AND MORE SPECIFICALLY THE
INTERNATIONAL BUILDING CODE,THE INTERNATIONAL EXISTING BUILDING
CODE,THE INTERNATIONAL FUEL GAS CODE,THE INTERNATIONAL
MECHANICAL CODE,THE INTERNATIONAL PLUMBING CODE,AND THE
INTERNATIONAL PROPERTY MAINTENANCE CODE;AND BY REFERENCE THE 2002
NATIONAL ELECTRICAL CODE TOREGULATE THE ERECTION,CONSTRUCTION,
ENLARGEMENT,ALTERATION,REPAIR,MOVING,REMOVAL,CONVERSION,
DEMOLITION,OCCUPANCY,EQUIPMENT,USE,HEIGHT,AREA AND
MAINTENANCE OF BUILDINGS AND STRUCTURES,INCLUDING INSTALLATION OF
MOBILE,MANUFACTURED AND MODULAR HOMES;TO PROVIDE FOR THE
ISSUANCE OF PERMITS AND COLLECTION OF FEES;AND TO PROVIDE PENALTIES
FOR VIOLATIONS.
BE IT ENACTED BY THE CITY COUNCIL OF THE CITY OF WAUKEE,
IOWA:
Section 1.Ordinance.Section 222,Waukee Municipal Code,
Building Code Regulations and Penalties for Violations,is hereby repealed,and
the following ordinance is hereby enacted in lieu thereof:
§222.1 Adoption of the 2003 International Residential Code.Pursuant to
published notice and public healing,as required by law,the International Residential Code,2003
Edition,published by the International Code Council,is hereby adopted in full,including
Appendix Chapters E and J,except for such portions as may hereinafter be deleted,modified or
amended.
§222.2 Amendments,Modifications,Additions and Deletions.The following
amendments,modifications,additions and deletions to the International Residential Code,2003
Edition,are hereby made:
A.Add the following to Section R108.3:"The Building Valuation will be derived
from the most current Building Valuation Data Schedule published in the
Building Safety Journal.Furthermore,the good column will be used,nothing will
be added for air-conditioning and the Regional Modifier for Iowa will be used.
The method for determining the value of the additional listed residential items
will be as follows:The square foot of the listed structure,times the Dwelling -Type V -Wood
Frame value,times the %multiplier assigned to each listed item.
1.Open Decks -8%
2.Screened Porches -15%
3.In-ground Pools -17%
4.Above-ground pools -8%
5.3 Season Porches -50%
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Crawl spaces or garage foundations are not included in basement charges."
B.In Section R11 0.1 under Exception,add the following:
"On all new construction,all necessary walks,drives and approaches,and
all seeding and sodding are to be installed before a final Certificate of Occupancy
is issued.
For one and two family residential lots,two trees (one inch caliper or
greater)must also be planted."
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C.Add the following to Section R108.2 Schedule of Permit Fees:
TOTAL VALUATION FEE*
$1.00 to $500 $15.00
$501 to $2,000 $15 for the first $500 plus $2 for each
additional $100 or fraction thereof,to and
including $2,000
$2,001 to $25,000 $45 for the first $2,000 plus $8 for each
additional $1,000 or fraction thereof,to and
including $25,000
$25,001 to $50,000 $229.00 for the first $25,000 plus $7.00 for
each additional $1,000 or fraction thereof,
to and including $50,000
$50,001 TO $100,000 $404 for the first $50,000 plus $5 for each
additional $1,000 or fraction thereof,to and
including $100,000
$100,001 TO $1,000,000 $654 for the first $100,000 plus $3 for each
additional $1,000 or portion thereof,to and
including $1,000,000
$1,000,001 and up $3,354 for the first $1,000,000 plus $2.50
for each additional $1,000 or fraction
thereof.
Other Inspections and Fees
1.Fences $20.00
2.Signs (0-100 sq.ft.)$15.00 base plus
$0.25 per sq.ft.
3.Signs (101 sq.ft.and up)$40.00 base plus
$0.15 per sq.ft.
4.Storage Tanks $25.00 each for
installation or
removal
5.Temporary Structures (including tents,$25.00
canopies,membrane structures and similar
structures)
6.For use of outside consultants for plan Actual costs**
checking and inspections,or both
*Building permit fees may be waived for non-profit organizations or olber charitable
purposes when deemed acceptable by the city council.**Actual costs include administrative and overhead costs.
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The permit fee for building permits issued as the result of an order
issued by the City of Waukee building department to abate violation(s)
of City of Waukee Property Maintenance Ordinance,may be waived if
the permit applicant makes application showing good cause for waiver
of such fee to the Code Compliance Officer,and the application for
waiver of fees is approved by the City Council.
D.Amend Section RI05.2(1)to read as follows:"One-story detached
accessory structures,provided the floor area does not exceed 120 square
feet."
E.Delete SectionRI05.2(2).
F.Amend Section RI05.2(7)to read as follows:"Prefabricated swimming
pools that are less than 18 inches deep."
G.Amend Section RI08.5 to read as follows:"Fee Refunds,The building
official may authorize refunding of any fee paid hereunder which was
erroneously paid or collected.
The building official may authorize refunding of not more than 80 percent
of the permit fee paid when no work has been done under a permit issued
in accordance with this code.
The building official may authorize refunding of not more than 80 percent
of the plan review fee paid when an application for a permit for which a
plan review fee has been paid is withdrawn or canceled before any plan
reviewing is done.
The building official shall not authorize refunding of any fee paid except
on written application filed by the original permittee not later than 180
days after the date of fee payment."
H.In Section R301.2.1.3 add the following:"For purposes of determining
wind loads,the minimum basic wind speed shall be considered as 90 miles
per hour;except when referenced documents are based on fastest mile
wind velocities,Table R301.2.1.3 shall be used."
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1.In Section R301.2.3 add the following:"For purposes of determining snow
loads,the minimum ground snow load for design purposes shall be 30
pounds per square foot.Subsequent increases or decreases shall be
allowed as otherwise provided in this code,except that the minimum
allowable flat roof snow load may be reduced to not less than 80 percent
ofthe ground snow load."
J.In Section R309.1 add "and shall have self-closing devices required on
doors"so the second sentence of the paragraph reads as follows:"Other
openings between the garage and residence shall be equipped with solid
wood doors not less than 1 3/8 inches (35 mm)in thickness,solid or
honeycomb core steel doors not less than 1 3/8 inches (35 mm)thick,or
20-minute fire-rated doors;and shall have self-closing devices required on
doors."
K.Amend Section R31 0.1 by deleting from the first sentence the words "with
habitable space"to read as follows:"Basements and every sleeping room
shall have at least one openab1e emergency escape and rescue opening."
L.In SectionR319.1 add the following:"8.Fences.Residential fences shall
be chain link or approved wood not more than 6'higher than grade at the
fence line.Wood fences shall be constructed so that both sides are
finished,using alternating vertical boards no more than 5-112"wide.
Wood used in fences shaIl be treated wood,or approved wood of natural
resistance to decay."
M.Replace Table R403.1 with the foIlowing:
Minimum
Thickness of Depth of
Foundation Foundation
Walls Below N atural
Minimum Surface of
Unit Width of Thickness of Ground and
Nnmber of Concrete Footing Footing Finish Grade
Stories Masonry (inches)(inches)(inches)
1 8 8 16 8 42
2 8 8 16 8 42
3 10 10 18 12 42
TABLE R403.l
FOUNDATIONS FOR STUD BEARING WALLS
N.In Section R404 add the following:
"1.Scope.Notwithstanding other design requirements of Sections R404.1
-R404.1.5.1 of the International Residential Code,foundation
retaining waIls for one and two family dwelling occupancies of Type
V construction may be constructed in accordance with this section,I
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provided that use or building site conditions affecting such walls are
within the limitations specified in this section.
2.Specifications.General specifications for such foundation retaining
walls shall be as follows:
A.Eight-,Nine-and Ten-foot High Walls
1.The maximum height of the foundation wall for eight-foot
walls shall be seven feet eight inches (7'8"),for nine-foot
walls shall be eight feet eight inches (8'8"),and for ten-foot
walls shall be nine feet eight inches (9'8"),measured between
foundation plate and a concrete floor slab having a minimum
thickness of four inches.If such floor slab is not provided,a
specially designed means of providing lateral support at the
bottom of the wall shall be required.
2.The foundation plate shall be attached to the wall with one-half
inch steel bolts as prescribed in Section R403.1.3 ofthe
International Residential Code.
3.Material used for backfilling shall be carefully placed granular
soil of average or high permeability and shall be drained with
an approved drainage system as prescribed in Section R405.l
of the International Residential Code.
4.Where soils containing a high percentage of clay,fine silt or
similar materials of low permeability or expansive soils are
encountered or where backfill materials are not drained or an
unusually high surcharge is to be placed adjacent to the wall,a
specially designed wall shall be required.
3.Hollow Concrete Masonry Foundation Walls
A.Hollow concrete masonry units shall be set in Type M or Type S
mortar.
B.All footings shall be of cast-in-place concrete having a minimum
compressive strength of3,000 pounds per square inch at 28 days,
and shall be reinforced longitudinally with not less than two one-
half inch diameter steel bars placed continuously throughout.
Footing reinforcement shall be symmetrically placed and so
located as to ensure no less than three inches of concrete cover on
all sides.
C.Foundation walls having a nominal thickness of not less than 12
inches may be unreinforced.Other foundation walls shall comply
with the following requirements:
I.The nominal thickness of concrete masonry units shall not be
less than eight inches.
2.When a foundation wall has a horizontal clear span of more
than 12 feet between supporting cross walls or comers,fully
grouted vertical reinforcing shall be provided in the center of
said wall in the amount of 0.075 square inches of ASTM A615
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grade 40 steel per lineal foot of wal1.All reinforcing steel shall
be deformed bars spaced no more than 8 foot on center.All
grout shall comply with Section 607 and 609 of the
International Residential Code.I
4.Cast-in-place Plain Concrete Foundation Walls
A.Cast-in-place concrete foundation walls constructed under the
provisions ofthis subsection shall be concrete having a minimum
compressive strength of28 days of not less than 3,000 pounds per
square inch.All materials,proportioning,and placing shall
conform to the requirements of Chapter 4 of the International
Residential Code.In addition:
I.The minimum thickness of wall shall be seven and one-half
inches for eight-foot high walls.
2.Walls shall be reinforced with no less than three II2-inch
diameter deformed ASTM A615 grade 40 steel bars placed
horizontally at the center of the wall,with one bar located near
the top,one bar located near the bottom,and one bar located
near mid-height of the wall for eight-foot high walls.
3.Nine-and ten-foot high walls shall have a minimum thickness
of 8 inches.Walls shall be reinforced with ASTM A615 grade
40 deformed steel bars.Steel bars of II2-inch diameter shall be
placed in the center ofthe wall horizontally at 2 feet on center
and 20 inches on center vertically.Steel bars of 5/8-inch
diameter shall be placed in the center of the wall horizontally at
2 feet on center and 30 inches on center vertically.(The use of
5/8-inch steel bars is optiona1.)"
O.In Section R403.1.43 add the following:"Frost Protection for Accessory
Structures.Accessory structures 400 square feet or less can be erected on
a slab at least 4 inches in thickness with no footings.Any structures over
400 square feet and not exceeding 720 square feet may be provided with a
floating slab which shall include a thickened edge of a minimum of 12
inches in depth,of which 6 inches shall be below grade and 6 inches
above grade.The thickened edge shall be at least 8 inches in width and
tapered to at least 4 inches in depth throughout.Sod shall be removed to a
depth of 6 inches and replaced with a minimum of 3 inches of sand
backfill.Any structure over 720 square feet shall have frost footings."
P.Delete Chapter II Energy Efficiency in its entirety.
§222.3 Adoption of the 2003 International Building Code.Pursuant to
published notice and public heating,as required by law,the International Building Code,
2003 Edition,published by the International Code Council,is hereby adopted in full
except for such portions as may hereinafter be deleted,modified or amended.)
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§222.4 Amendments,Modifications,Additions and Deletions.The
following amendments,modifications,additions and deletions to the International
Building Code,2003 Edition,are hereby made:
A.Delete Section 105.2(2).
B.Amend Section 105.2(9)to read as follows:"Prefabricated swimming
pools that are less than 18 inches deep."
C.Add the following to Section 108.2 Schedule of Permit Fees:
TOTAL VALUATION FEE*
$1.00 to $500 $15.00
$501 to $2,000 $15 for the first $500 plus $2 for each
additional $100 or fraction thereof,to and
including $2,000
$2,001 to $25,000 $45 for the first $2,000 plus $8 for each
additional $1,000 or fraction thereof,to and
including $25,000
$25,001 to $50,000 $229.00 for the first $25,000 plus $7.00 for
each additional $1,000 or fraction thereof,
to and including $50,000
$50,001 TO $100,000 $404 for the first $50,000 plus $5 for each
additional $1,000 or fraction thereof,to and
including $100,000
$100,001 TO $1,000,000 $654 for the first $100,000 plus $3 for each
additional $1,000 or portion thereof,to and
including $1,000,000
$1,000,001 and up $3,354 for the first $1,000,000 plus $2.50
for each additional $1,000 or fraction
thereof.
Other Inspections and Fees
1.Fences $20.00
2.Signs (0-100 sq.ft.)$15.00 base plus
$0.25 per sq.ft.
3.Signs (101 sq.ft.and up)$40.00 base plus
$0.15 per sq.n.
4.Storage Tanks $25.00 each for
installation or
removal
5.Temporary Structures (including tents,$25.00
canopies,membrane structures and similar
structures)
6.For use of outside consultants for plan Actual costs**
checking and inspections,or both
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*Building permit fees may be waived for non-profit organizations or other
charitable purposes when deemed acceptable by the city council.**Actual costs include administrative and overhead costs.
The permit fee for building permits issued as the result of an order
issued by the City of Waukee building department to abate violation(s)
of City of Waukee Property Maintenance Ordinance,may be waived if
the permit applicant makes application showing good cause for waiver
of such fee to the Code Compliance Officer,and the application for
waiver of fees is approved by the City Council.
D.In Section 1608.2 add the following:"For purposes of determining snow
loads,the minimum ground snow load for design purposes shall be 30
pounds per square foot.Subsequent increases or decreases shall be
allowed as otherwise provided in this code,except that the minimum
allowable flat roof snow load may be reduced to not less than 80 percent
ofthe ground snow load."
E.In Section 1609.3 add the following:"For purposes of determining wind
loads,the minimum basic wind speed shall be considered as 90 miles per
hour;except when referenced documents are based on fastest mile wind
velocities,Table 1609.3.1 shall be used."
F.Replace Table 1805.4.2 with the following:]
Minimum
Thickness of Depth of
Foundation Foundation
Walls Below Natural
Minimum Surface of
Unit Width of Thickness of Ground and
Number of Concrete Footing Footing Finish Grade
Stories Masonrv (inches)(inches)(inches)
1 8 8 16 8 42
2 8 8 16 8 42
3 10 10 18 12 42
TABLE 1805.4.2
FOUNDATIONS FOR STUD BEARING WALLS
G.Add the following as Section 1806.2 Foundation Retaining Walls for
Group R Occupancies:
"1.Scope.Notwithstanding other design requirements of Chapters 18,19
and 21 of the International Building Code,foundation retaining walls
for Group R occupancies of Type V construction may be constructed
in accordance with this section,provided that use or building site
conditions affecting such walls are within the limitations specified in
this section.)
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2.Specifications.General specifications for such foundation retaining
walls shall be as follows:
A.Eight-,Nine-and Ten-foot High Walls
1.The maximum height of the foundation wall for eight-foot
walls shall be seven feet eight inches (7'8"),for nine-foot
walls shall be eight feet eight inches (8'8"),and for ten-foot
walls shall be nine feet eight inches (9'8"),measured between
foundation plate and a concrete floor slab having a minimum
thickness of four inches.If such floor slab is not provided,a
specially designed means of providing lateral support at the
bottom of the wall shall be required.
2.The foundation plate shall be attached to the wall with one-half
inch steel bolts as prescribed in Section R403.1.3 ofthe
International Residential Code.
3.Material used for backfilling shall be carefully placed granular
soil of average or high permeability and shall be drained with
an approved drainage system as prescribed in Section R405.1
of the International Residential Code.
4.Where soils containing a high percentage of clay,fine silt or
similar materials of low permeability or expansive soils are
encountered or where backfill materials are not drained or an
unusually high surcharge is to be placed adjacent to the wall,a
specially designed wall shall be required.
3.Hollow Concrete Masonry Foundation Walls
A.Hollow concrete masonry units shall be set in Type M or Type S
mortar.
B.All footings shall be of cast-in-place concrete having a minimum
compressive strength of3,000 pounds per square inch at 28 days,
and shall be reinforced longitudinally with not less than two one-
half inch diameter steel bars placed continuously throughout.
Footing reinforcement shall be symmetrically placed and so
located as to ensure no less than three inches of concrete cover on
all sides.
C.Foundation walls having a nominal thickness of not less than 12
inches may be unreinforced.Other foundation walls shall comply
with the following requirements:
1.The nominal thickness of concrete masonry uuits shall not be
less than eight inches.
2.When a foundation wall has a horizontal clear span of more
than 12 feet between supporting cross walls or corners,fully
grouted vertical reinforcing shall be provided in the center of
said wall in the amount of 0.075 square inches of ASTM A615
grade 40 steel per lineal foot of wall.All reinforcing steel shall
be deformed bars spaced no more than 8 foot on center.All
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grout shall comply with Section 607 and 609 of the
International Residential Code.I4.Cast-in-place Plain Concrete Foundation Walls
A.Cast-in-place concrete foundation walls constructed under the
provisions of this subsection shall be concrete having a minimum
compressive strength of28 days of not less than 3,000 pounds per
square inch.All materials,proportioning,and placing shall
conform to the requirements of Chapter 4 of the International
Residential Code.In addition:
1.The minimum thickness of wall shall be seven and one-half
inches for eight-foot high walls.
2.Walls shall be reinforced with no less than three 1/2-inch
diameter deformed ASTM A615 grade 40 steel bars placed
horizontally at the center of the wall,with one bar located near
the top,one bar located near the bottom,and one bar located
near mid-height of the wall for eight-foot high walls.
3.Nine-and ten-foot high walls shall have a minimum thickness
of 8 inches.Walls shall be reinforced with ASTM A615 grade
40 deformed steel bars.Steel bars of lI2-inch diameter shall be
placed in the center of the wall horizontally at 2 feet on center
and 20 inches on center vertically.Steel bars of 5/8-inch
diameter shall be placed in the center ofthe wall horizontally at
2 feet on center and 30 inches on center vertically,(The use of
5/8-inch steel bars is optional.)"\
H.Delete Chapter 13 Energy Efficiency in its entirety.
§222.5 Adoption of the 2003 International Existing Building Code.
Pursuant to published notice and public hearing,as required by law,the International
Existing Building Code,2003 Edition,published by the Intemational Code Council,is
hereby adopted in full except fOTsuch portions as may hereinafter be deleted,modified or
amended.
§222.6 Amendments,Modificatious,Additions and Deletions.The
following amendments,modifications,additions and deletions to the Intemational
Existing Building Code,2003 Edition,are hereby made:
A.Add the following to Section 108.2 Schedule of Penn it Fees:
TOTAL VALUATION FEE*
$1.00 to $500 $15.00
$501 to $2,000 $15 for the first $500 plus $2 fOTeach
additional $100 OTfraction thereof,to and
including $2,000 I
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$2,001 to $25,000 $45 for the first $2,000 plus $8 for each
additional $1,000 or fraction thereof,to and
including $25,000
$25,001 to $50,000 $229.00 for the first $25,000 plus $7.00 for
each additional $1,000 or fraction thereof,
to and including $50,000
$50,001 TO $100,000 $404 for the first $50,000 plus $5 for each
additional $1,000 or fraction thereof,to and
including $100,000
$100,001 TO $1,000,000 $654 for the first $100,000 plus $3 for each
additional $1,000 or portion thereof,to and
including $1,000,000
$1,000,001 and up $3,354 for the first $1,000,000 plus $2.50
for each additional $1,000 or fraction
thereof.
Other Inspections and Fees
7.Fences $20.00
8.Signs (0-100 sq.ft.)$15.00 base plus
$0.25 per sq.ft.
9.Signs (101 sq.ft.and up)$40.00 base plus
$0.15 per sq.ft.
10.Storage Tanks $25.00 each for
installation or
removal
11.Temporary Structures (including tents,$25.00
canopies,membrane structures and similar
structures)
12.For use of outside consultants for plan Actual costs**
checking and inspections,or both
*Building permit fees may be waived for non-profit organizations or other
charitable purposes when deemed acceptable by the city council.
**Actual costs include administrative and overhead costs.
The permit fee for building permits issued as the result of an order
issued by the City of Waukee building departuJent to abate violation(s)
of City of Waukee Property Maintenance Ordinance,may be waived if
the permit applicant makes application showing good cause for waiver
of such fee to the Code Compliance Officer,and the application for
waiver of fees is approved by the City Council.
§222.7 Adoption of the 2003 International Mechanical Code.Pursuant
to published notice and public hearing,as required by law,the International Mechanical
Code,2003 Edition,published by the International Code Council,is hereby adopted in
full except for such portions as may hereinafter be deleted,modified or amended.
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§222.8 Amendments,Modifications,Additions and Deletions.The
following amendments,modifications,additions and deletions to the International
Mechanical Code,2003 Edition,are hereby made:
A.In Section 106.5.2 add the following:"The mechanical permit for new
construction shall be deemed included in the general building permit
issued to the builder/general contractor."
§222.9 Adoption of the 2003 International Plumbing Code.Pursuant
to published notice and public hearing,as required by law,the International Plumbing
Code,2003 Edition,published by the International Code Council,is hereby adopted in
full except for such portions as may hereinafter be deleted,modified or amended.
§222.10 Amendments,Modifications,Additions and Deletions.The
following amendments,modifications,additions and deletions to the International
Plumbing Code,2003 Edition,are hereby made:
A.In Section 106.5 delete the period at the end of the paragraph and add the
following:"Except new construction where the plumbing permit will be
deemed as included in the general building permit issued to the
builder/general contractor."
B.Drainage Piping to Sanitary Sewer.All draining piping at its connection
to sanitary sewer drain in the City of Waukee shall be protected from
backflow of sewage by installation of an approved type backwater or
swing check valve.
C.PEX cross-link polyethylene is approved for water distribution within the
City of Waukee with the following restrictions:
I.PEX is not approved for water service lines,so from the main to the
meter the material is required to be copper,when it is 2"diameter or
smaller.
2.The material is listed to be in conformance with ASTM F 876-97,
ASTM F 877-96a,or ASTM F 1281-98 and properly identified to
demonstrate the appropriate listing.
3.All fittings shall be the metal insert or metal compression style
manufactured for use with ASTM F 1961-99d or ASTM F 1974-99 and
properly identified to demonstrate the appropriate listing,
4.PEX tubing shall not be installed within the first eighteen (18)inches
of piping connecting to a water heater and/or water meter.
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§222.11 Adoption of the 2002 National Electrical Code.Pursuant to
published notice and public hearing,as required by law,the National Electrical Code,
2002 Edition,published by the National Fire Protection Association,is hereby adopted in
full except for such portions as may hereinafter be deleted,modified or amended.
§222.12 Amendments,Modifications,Additions and Deletions.The
following amendments,modifications,additions and deletions to the National Electrical
Code,2002 Edition,are hereby made:
A.In Section 80.19(E)add the following:Exception:The electrical permit
for new construction shall be deemed included in the general building
permit issued to the builder/general contractor."
§222.13 Adoption of the 2003 International Fuel Gas Code.Pursuant to
published notice and public hearing,as required by law,the International Fuel Gas Code,
2003 Edition,published by the International Code Council,is hereby adopted in full
except for such portions as may hereinafter be deleted,modified or amended.
§222.14 Adoption of the 2003 International Property Maintenance
Code.Pursuant to published notice and public hearing,as required by law,the
International Property Maintenance Code,2003 Edition,published by the International
Code Council,is hereby adopted in full except for such portions as may hereinafter be
deleted,modified or amended.
§222.15 Amendments,Modifications,Additions and Deletions.The
following amendments,modifications,additions and deletions to the International
Property Maintenance Code,2003 Edition,are hereby made:
A.Amend Section 303.2 by replacing "24 inches"with "18 inches"to read as
follows:"Private swimming pools,hot tubs and spas,containing water
more that 18 inches in depth shall be completely surrounded by a fence or
barrier at least 48 inches in height above the finished ground level
measured on the side ofthe barriers away from the pool."
B.Amend Section 304.14 to read as follows:"During the period from April
15th to October is",every door,window and other outside opening
required for ventilation of habitable rooms,food preparation areas,food
service areas or any areas where products to be included or utilized in food
for human consumption are processed,manufactured,packaged or stored,
shall be supplied with approved tightly fitting screens of not less than 16
mesh per inch (16 mesh per 25 mm)and every swinging door shall have a
self-closing device in good working condition."
Section 2.Repealer.All ordinances or parts of ordinances in
conflict with the provisions of this ordinance are hereby repealed.
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Section 3.Severability Clause.If any section,provision or part of this
ordinance shall be adjudged invalid or unconstitutional,such adjudication shall not affect the
validity of the ordinance as a whole or any section,provision,or part thereof not adjudged
invalid or unconstitutional.
Section 4.Effective Date.This ordinance shall be in effect upon its final
passage,approval and publication as provided by law.
Passed by the City Council of the City of Waukee,Iowa,this 19th day of
Ap'il2004 and approved this 19"day or AP:'2'.
Ub~~'""."Niclio~..S5b:u r,
I
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