HomeMy WebLinkAboutOrd 190-2005 (R) Rivising Chapter 6-2000 Edition of IPC.pdfCITY OF ANNA, TEXAS
ORDINANCE NO. 190-2005 (R)
AN ORDINANCE OF THE CITY OF ANNA, TEXAS, AMENDING
ORDINANCE NO. 2002-42, WHICH ADOPTED THE 2000 EDITION OF
THE ADMINISTRATION, CHAPPLUMTER 3ING OD(GENERALISING CHAPTER I
R REGULATIONS),
(ADMINISTRATION),
CHAPTER 4 (FIXTURES, FAUCETS, AND FIXTURE FITTINGS),
CHAPTER 5 (WATER HEATERS), CHAPTER 6 (WATER SUPPLY AND
DISTRIBUTIONH CHAPTER (SANITARY
DINTERCEPTORSCHAPTER
AND
(VENTS),
SEPARATORS), AND CHAPTER 11 (STORM DRAINAGE) OF THE
2000 EDITION OF THE 2000 INTERNATIONAL PLUMBING CODE;
PROVIDING A REPEALER CLAUSE; PROVIDING A SAVINGS
CLAUSE; AND PROVIDING FOR AN EFFECTIVE DATE
WHEREAS, the City Council has determined the need for revising the City's existing
residential code; and
WHEREAS, the City Council has received recommendations for said revisions from
qualified professionals in the building inspection trade; and
WHEREAS, the City Council desires to adopt and implement said recommendations;
now therefore
BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF ANNA, TEXAS:
Section 1. International Plumbing Code Revised.
The City Council hereby amends Ordinance 2002-42, in which the City Council adopted
the 2000 Edition of the International Plumbing Code with certain amendments.
Ordinance 2002-42 is hereby amended to include certain revisions to page 5 of the
document attached to Ordinance 2002-42 as Exhibit "A" and titled "City of Anna
Amendments 2000 International Plumbing Code." Said revisions delete the last
sentence of Section 603.1.1. Namely, this amending ordinance deletes following
sentence from Section 603.1.1: "Non-metallic materials may be permitted for
underground water supply piping with prior approval of the authority having jurisdiction."
Section 2 Conflict and Repeal Clause
Where, in a specific case, sections of this Ordinance or the 2000 Edition of the
International Building Code—as amended by this Ordinance and Ordinance 2002-42—
specify requirements that conflict with requirements under other applicable sections of
City of Anna Ordinances or adopted codes, the most restrictive sections shall govem.
Otherwise, all parts of any other ordinance in conflict with the provisions of this
ordinance are to the extent of such conflict hereby repealed.
Section 5 Savinas Clause
If any provision of this ordinance shall be held to be invalid or unconstitutional, the
remainder of such ordinance shall continue in full force and effect the same as If such
invalid or unconstitutional provision had never been a part hereof.
Section 4 Effective Date
This ordinance shall be effective upon the posting and/or publication of its caption as
required by law and the City Secretary is hereby directed to implement such posting
and/or publication.
PASSED by the City Council of the City of Anna, Texas, this 10th day of January, 2006.
APPROVED: ATTESTED:
L U11 1 P
City ecretary, Natha Wilkison '' .Mayor, Kenneth Pelham
EXHIBIT W
CITY OF ANNA AMENDMENTS
213100 INTERNATIONAL PLUMBING CODE
The folowtog additions, deletions and amendments to the 2000 International Plumbing code adopted
herein are hereby approved and adopted.
Chapter 1 Administration
S.oftn IMB Referenced =dm and standards. The ondes and standards referenced id standards
n this code
r 13 and such Cod", when specifically adopted, an
Shall be these that SIV listed I' Chapter MMtS of this Code to prasoribed extent of each Such reference.
shag be ocraidered Part of Im requirai do not conform
Where We requirements of reference Standards or manufacturer's installation instructions
- Whenever amendments
to the minimurn Provisions Or this code - the provions of this code shall apply
have been adopted to the netemcatt codes andsistandards, each referenceid to said code and standard
shall be considered to reference the amendments as well Any relerence, to NFPA 70 or the ICC may be
Electrical Code shall mean the electrical code adopted by the City of Anne as it "rentlY estate Or
amended.
Section 106.5.2 permit fee schedule. The Permit fees for all plumbing work shall be as indicated in the
following Schedule:
Permit Issuance
$20.80
1. For issuing each Permit ......... . .. .. .......... - - . ........ ............
$10.00
enlalP"t....................................... "- ...... ... .. . .. ..... .
2 - For issUIngeH&SuPPIM`m
Unit Fee Schedule (h addition to items 1 and 2 above)
$7.00
1. For each plumbing fbdUr8 On We trap Or 2 Set Of tortures M We trap ....
$16.00
- ...... ................... ...........
2. For each building SOW ......................-.........................................
$7.00
3. Rainwater systemper drain ........................................................
e-$185.00
4. For each On-site Sanitary Sewer facility, - ..............................- ...
$7.00
5. For each water heater and I a vent ..................... ................ .......
$500
6. For each gas Piping system (I to 5 outlets) ..... . ...... ..... ............ .
$1.00
7. For each additional gas piping outlet, par outlet ...................................
$15.00
8. For each waste PrOtmatmant Interceptor .. ......... .......... ...... ............
9. For each lawn WQatl0h system including bacom prevention ..... I .........
$75.00
10. For 31MUSP1113MC Vacuum breakers not include above (I W15) .. . .. . .........
$5.00
11. For additional WSCUUM breakers, each ........... 2 ..................................
$700
12. For Other backflow protection devices: 2 inch diameter a less ................
$15.00
over 2 inch diameter ..................
piping system serving we to fino) 11,10WOUtlet5 .........
$50.00
13. For each medical gas
14. For each additional meckel gas inteljouflet ........................................WOO
15. For each building sewervideo trospeclim .........................................
Other Inspectors; and Fees
MOM
1. Inspections outside of normal business hours ..............................
$30m
2. Reinspection fee ... .. ....... ... . . ... ... ..... .. . ......
3. Inspections for which no fee is specifically indicated ......................
$30.00
4. Additional plan review required by changes, additions or alterations to approved
$30.00
plans (per hour, one hour minimum) .......... .... . - - ---
Section 11011,5.3 1" refunds. The building official may authorize the refunding the full amount Of fees
May authorize the refund of not more than
that were e neously paid or collected. The building official
eighty percent (80%) of hit, paid when no work has been done under a Parrott issued In accordance with
this code. The building official my authorize the refund of not mom than eighty percent (80%) Of Plan
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- review fees t>elo when an application for permit I, withdrawn or canceled before any Plan review effort
has been expanded.
The building offict.] may not authorize the refunding of any fees paid except upon written applicason filed
by the original permutes not later than 180 days after the data of the fee Payment.
Section 1071nspasitans and Testing
Section 107.1 RWufred inspections and tasting. Add an additional Item number 4 to this section.
5. Each building sewer shall be Inspected by video camera. This inspection "I be scheduled after the
rough plumbing inspection when all test plugs have been removed and the building seas french has
been backfilled. Fees for this inspection will be assessed and paid at the issuance of the plumbing Permit.Any failure of this inspection will require correction and payment of a re-irepecaon fee equal o
the
original assessment The building sewer camera inspection must be passed before receiving 9 framing
inspection.
Chapter 3 General Reguf 00he
Section 305 protection of pipes and Plumbing system components
Section 305.6.1 Sewer depth. Building sawere shall be a minimum of twelve (12) inches below grade.
Section 305.9 protection of components of plumbing system. ComPoneMs of Plumbing systems
installed within three (3) feet along alleyways, driveways. Parking garages or other locations in a manner
in which they would be exposed to damage shall be recessed into the wall or otherwise Protected in an
approved manner.
Section 312.9 impeotions and Testing of backflow prevention assambgss
Section 312.9.1 Inspections. Annual nspecliols shall be made of all backflow protection assemblies
and air gaps to detarmne whether they are opealmle. In the absence of local Prov"sion&, the owner a
responsible to ensure that testing is performed.
Section 312.92 Tasting. Reduced pressure prihcgmle backflow prevame' assemblies, double check-
vahte assemblies, double -detector check valve assemblies and pressure vacuum breaker assemblies
shall be tested at the time of Installation, immedkd* after repairs a relocation and S �IuBN Trye a
recognized backflow prevention assembly tester, and ceti0ed to be operating
testing procedure shalt be performed in accordance with applicable State or local provisions. In the
absence of tical provisions, the owner is responsible to ensure that testing is done in accordance with the
standards listed in this sectlon.
Section 314 Condeawate Disposal
So tion 314.2.1 Coodgmate disposal. Condensate from all coding coifs and evaporators shall be
cnnvey a from dares such as Into a streedrain pan Outlell. to an �allevy. sied iddewalk o ace of mer areas so al. Condensate
othcause a nu'sence. all not discharge n a
pm:blldY exposed
Section 314.22 Condensate waste pipe materials and sizing. Add a second paragraph to this section
as follows:
Condensate pipe
Equipment Capacity in lona of refngeation minimumInside Diameter
314 inch
up to 20 tons t inch
over 20 to 40 tons 1 Y inch
over 40 to 90 Ions 1 %inch
over 90 to 125 tons 2 mhes
over 125 toms
r+, 2 of6
The Size for corxlanSate waste pipes may be for one unit or a combination of units, or as recommended
by the manurathtrer. The capacity of waste PiPeS assumes a 1/8 inch per foot slope, with the Pipe
running three-quarters full.
Sectlen 314.2.3 Au)dl lary and asowrdery drain systems. Add note to and of this Section as follows:
Note: Discharge from auxifiary and secondary condensate waste systems shall be to a conspicuous point
to alert occupants in the event of a stoppage of the primary drain. However, the conspicuous Point shall
not create a hared such as dripping over a walking surface or other areas so AS in cleats a nuisance.
Methods 2 and 3 above may not be used for coding or evaporator odds located in attics of residential
occupancies.
Chapter FrA es, Fauces, and Fixture FdyrW
Section 401.1 Seopae. This chapter shall govern the materials, design and installation of plumbing
fbtWrea. fauces and fixture 0tfings in accordance with the type of occupancy, and shah provide for the
minimum number of fixtures for varlous types of occupancies. The provisions Of this chapter are meant to
work in coordination with the provisions of the Building Code. Should any conflicts arise between the two
chapters, the building official shall determine which provision applies.
Section 404 Acc ssible Plumbing facllttl"
Section 404.2 Unisex toilet and bathing rooms. In assembly and m enix an u o_pancieor mose MIA Or female water
accessible unisex toilet room shall be provided where an aggregate
closets are provided. In buildings of mixed occupancy, only those water dosels required for the assembly
a memenlhe occupancy shall be used to determine the unisex toilet room requirement In recreational
10-1 facilities where separate sex bathing rooms are provided, an accessible unsex bathing mom shall be
provided.
Section 409 Dishwashing machines
section 4092 Water connection. The water supply connectton to a commercial dishwashing machine
shall be protected against backflow by an air gap a backflow pre` enter m accordance with Section 608.
Section 412 Flow drahm
Section 412A Required location. Floor drains Shall be installed in the following loraWs.
1. In public coin-operated laundries and in the canis, washing facilities of mul&famllydwellings, mans
containing automatic clothes washers shall be provided with floor drains located to readily drain the entire
flow area.
2. Commercial kitchens shag be provided with floor drains connected to the grease waste system.
3. In ,,amt rooms containing two or more water doses a urinal.
Section 413 Food wastes grinders
Section 413.4 Westar supply required. All food waste grinders shall be provided with a supply of cold
water. The water supply shag be protected against back flow by an air gap or with the installation d a
backflow prevention device in accordance with Section 608.
Section 417 Showers
Section 417.5 Shower floors as receptors. Flow surfaces shall be constructed of impervious, noir
c rmcalve, nxaabsoment and waterproof materials.
Threshold shall be a minimum of two (2) inches and a maximum of nine (9) inches measured from the top
of the drain to the top of the threshold or dam. Thresholds shall be of suffkAemwidth to accommodate a
minimum twenty-two (22) inch door.
Section 417.5.2 Sh"ar lining. Floors under shower camparlm r s, except where prefabricated
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receptors have been provided, shall be lined and made watertight utilizing material conplying With
Sections 417.52.1 through 417.5.2.4. Such linersshall tum up on all Sides at least three (3) Inches above
the finished threshold level and shall exond outward over the threshold and fastened to the outside of the
threshold jamb. Lints shell be recessed and fastened to an approved backing so as not to occupy the
space required far wslf coveting, and shell not be nailed or perforated at any point less then one (1) inch
above the finished threshold. Liners shall be pikhed one-fourth'untt vertical In twelve units harizontal (2%
slope) and shall be sloped towards the fixWre drains an be securely fastened to the waste outlet at the
seepage entrance, making a water -tight joint between the liner and the outlet.
Section 417.7 Test for shooter receptors. Shower receptors shall be test for water ugliness by filling
with weber to the level of the rough threshold. The drain shall be plugged in a masher so that both sides of
pans shall be subjected to the test at the point where it is damped to the drain.
Chapter 5 Water Nesters
Section 502.5 Water hestare inatalled in attics. Water heaters installed in attics shall be provided with
an opening and unobstructed passageway large enough to allow the removal of the water heater, The
passageway shall not be less than thirty (30) inches high and twenty-two (22) Indus wide and not more
than twenty (20) toot In length when measured along the cwrterfere of the passageway from the opening
to the water heater. The passageway shall have continuous solid flooring not less men twenty-four (24)
Inches wide. A level service space at lead thirty (30) inches wide and thirty (30) Inches deep shall be
provided at the from or service aide of tis wafer heater. The dear access openings shall be a minimum of
twenty (20) Inches by thirty (30) inches or larger where such dimensions are no large enough to allow
removal of the water heater.
Section 501.5.1 Stairway or ladder required. As a minimum, access to water heaters or other
equipment installed in attics shall be provided by one of the following:
1. A permanent stair Or ladder fastened to the building.
2. A pull down stairway with a minimum 300 -pound capacity.
3. An access door from an upper floor level.
Section 504 Safety devices
Section 504.0 Discharge. The relief valve shelf dsdarpe through full sae piping to a safe place of
disposal such as a Soar drain, outside the building, or an Indirect waste receptor. The discharge pipe shatl
not have any tapped sections. When the drain pipe is run exposed, in an area outdtle of the room where
the water heater is located, in a manner that would make it eubject to damage, the drain stall have a
visible ail gap or air gap filling located in the same num as the water heater. The discharge shall be
installed in a manner that does net muse personal Injury to occupants in the immediate area ar structural
damage to the building. Piping shell not discharge to a porch, patio or sidewalk.
The and of the discharge pipe shall not be threaded. The discharge pipe shall mut discharge into the pan
less than ua Section) ndres a more thandischarging
tweo H -four (2�4) Inches above ide the building the
ground a the floor levelll notof the
area receiving me discharge end pointing downward.
Section 504.7 Required pane. Where water hastens or hot water storage tanks are Installed in attics Or
furred spaces, In an approved location within the Occupied areas m a building a in a garage adjacent to
the common wall with an occupied area where leakage of tanks or connections will cause damage, the
tank a water hie shah be installed In a galvanized steel pan having a minimum thickness of 24 gage,
or other pans approved for such use.
Section 505 insulation
Section 505,1 llnthrod vsasol insulation. Unfired hot water wage tanks ohs% be insulated so that heat
loss is lfmited as specified In Section 504, International Energy Conservation Code.
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Section 506 Combustion air and ventilation. Combustion air and ventilation for fuel burning water
heaters, other than gas-fired, shall be in accordance with the Mechanical Code as adopted by the City of
Anna. Combustion eB and ventilation for gas-fired water heaters shall be in accordance with the Fuel Gas
Code as adopted by the City of Anna.
Chapter 6 Water Supply and DistriMdion
Section W3 Water service
Section 063,1.1 Copper roquWa& Ail potable water supply and distribution piping in the City of Anna
shel be Types 14 L, or M capper b N.•l l9R ms6Wlc melarlelamsy#permitled�e+m esead ureter
aupPIY9pIr10+WMt6sP9aMWey gi iD«ere- Tiers fcr•rrc.•�J
Section 60.72 Separation of water aervice and building drainisswer. Add exception number 2 to this
section as follows:
2. Water piping crossing sewer or drain piping shall be laid a minimum of twelve (12) inches above the
sewer or drain piping and shall be protected by a PVC sleeve a minimum of two (2) pipe diameters larger
than the water piping. The sleeve shall extend a minimum of twelve (12) inches beyond the trench.
Section 604.8 Water pressure reducing valves. An approved water pressure -reducing valve
conforming to ASSE 1003 shall be installed on all water supply and distribdion systems to protect the
systems from excessive pressures in the pudic water mains. Each pressure -reducing valve shall be
equipped with an Integral bypass.
Section 805 Materials, joints and connections.
Tables 605.4 and 605.5. Delete Polybutylene (PS) plastic pipe and tubing.
Section 606 Installation of building water distribution system.
Section 606.1 Location of full -open values. Delete Rams number 4, 5 and 6 in this section.
Section 606.2 Location of shutoff valves. Shutoff valves shall be installed In the following locations:
1. On the fixture supply to each plumbing fixture.
2. On the water supply to each sillcock when subject to freezing.
3- On the water supply pipe to each appliance or mechanical equipment.
Section 607 trot water supply systems.
Section 607.1 Hot water supply temperature maintenance. All hot water supply and distribution piping
shall be insulated. The methods of maintaining energy efficiency shag be in accordance with the
International Energy Conservation Code as adopted by the Ci/y, of Anna.
Chapter 7 Sanitary Drelnag ,
Section 710 Drainage system sizing.
Section 710.1 Maximum fortune unit bad. The maximum number of drainage fixture units connected to
a given size of [wilding sewer, building drain or horizontal branch of the building drain shall be determined
using Table 710.1 (1). The maximum number of drainage fixture units connected to a given aim of
horaomal branch or vertical soil or waste stadx shall be determined using Table 710.1 (2).
No building sewer, including cleaneuts, shall be less then four (4) inches, nor smaler than the building
drain.
pwg af6
Chapter 9 Vents
Section 904 Vent terminale
Section 9041 Roof extenslon. All open vent pipes extending through a root shall be terminated at least
six (6) inches above the mcf, except where the roof is to be used for any purpose other than weather
protection, the vent extensions shall be run at bast sever (7) feet above the roof.
Section 912 Combination waste and vent system.
Section 912.1 Type of fixtures. A combination waste and vent System stall not serve fixtures other than
floor drains, slarMpipes and Indirect waste receptors. Combination waste and vent systems shall no
receive the discharge of a food waste grinder.
Section 912.2 Installation. The only vertical pipe of a combination wasts and vett system shall be the
conraclion between the Naim drain of a standpps, and the horizontal combination waste and vent pipe.
The maximum vertical distance shall be eight (8) feet
Chapter 10 Taps. Interceptors arx7 Separators
Section 1003.3 Grease traps and grease Interceptors. Grease traps and grease inteceptnxs shall be
sized and Installed to comply with the requirements of Food and Health Safety Deperonent of the City of
Anna.
Section 1003.3.2 Food waste grinders. Food waste grinders shall not be connected to a grease trap er
Besse intercepter.
Chapter 11 Storm Drainage
Section 1108 Size of conductors, leaders and storm drains.
Section 1106.1 Ganeral. The size of vertical conductors and leaders, building swan orains, building
storm sewers, and any horizontal branches of such drains or sewers shall be based on six (6) Inches per
hox rainfall rate.
Section 1107.3 slang of secondary drains. Secondary roof drain systems shall be sized In accordance
with Section 1106. Scuppers shall be sired to prevent the depth of standing water from exceeding that for
which the roof was designed as determined by Section 1101 .7. Overflow scuppers shall be three times
he size of the primary met drains and shell be at least four (4) inches in height The flow through the
primary system shall not be considered when sizing the secondary roof drain system.
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