HomeMy WebLinkAboutOrdinance 3036ORDINANCE NO. 3036
AN ORDINANCE AMENDING CHAPTER 98 OF THE NORTH
RICHLAND HILLS CODE OF ORDINANCES, ADOPTING THE 2006
INTERNATIONAL PLUMBING CODE AS AMENDED BY THE
RECOMMENDED AMENDMENTS OF THE NORTH CENTRAL TEXAS
COUNCIL OF GOVERNMENTS AND CITY TECHNICAL CODE
COMMITTEE TOGETHER WITH STATE MANDATED LANDSCAPE
IRRIGATION RULES AS THE PLUMBING CODE OF THE CITY OF
NORTH RICHLAND HILLS; AMENDING FEES CHARGED FOR
CERTAIN PERMITS; PROVIDING FOR SEVERABILITY;
ESTABLISHING A PENALTY; AUTHORIZING PUBLICATION; AND
ESTABLISHING AN EFFECTIVE DATE.
WHEREAS, the North Richland Hills City Council desires to adopt the 2006
International Plumbing Code with amendments recommended by the
North Central Texas Council of Governments and city staff, together with
state mandated landscape irrigation rules and adopting fees for such
landscape irrigation permits in order to better provide for the safety of its
residents and their property; NOW, THEREFORE,
BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF NORTH RICHLAND
HILLS, TEXAS:
Section 1: THAT Section 98-373 of the North Richland Hills Code of Ordinances be
amended to read as follows:
" Sec. 98-373. International Plumbing Code adopted.
The International Plumbing Code, 2006 Edition, as adopted by the
International Code Council, Inc., in cooperation with the International
Conference of Building Officials, a copy of which is on file in the office of
the city secretary, as amended by the recommended amendments of the
North Central Texas Council of Governments, as further modified by the
city technical code committee and attached hereto as Exhibit A is hereby
adopted by reference and designated as the "Plumbing Code of the City
of North Richland Hills," the same as though such code were copied at
length herein."
Section 2: THAT Section 98-374 of the North Richland Hills Code of ordinances is
hereby repealed.
Section 3: THAT Appendix A of the North Richland Hills Code of ordinances is
hereby amended by adding under CHAPTER 98. BUILDINGS AND
BUILDING REGULATIONS the following:
Ordinance No. 3036
Page 1 of 15
TABLE 4
PLUMBING FEES
Description of Work Permit Fee
Each landscape irrigation system
Residential $100.00
Commercial, Multi-family $125.00
Section 4: All other ordinances or parts of ordinances in conflict herewith, are hereby
repealed to the extent that they are in conflict. Such other Ordinances are
hereby saved from repeal to the extent they do not conflict herewith.
Section 5: It is hereby declared to be the intention of the City Council that the
sections, paragraphs, sentences, clauses and phrases of this ordinance
are severable and, if any phrase, clause, sentence, paragraph or section
of this ordinance shall be declared unconstitutional or otherwise invalid by
the final judgment or decree of any court of competent jurisdiction, such
invalidity shall not affect any of the remaining phrases, clauses,
sentences, paragraphs and sections of this ordinance, since the same
would have been enacted by the city council without the incorporation in
this ordinance of any such invalid phrase, clause, sentence, paragraph or
section.
Section 6: Violation of any provision of this ordinance or the International Plumbing
Code herein amended which governs fire safety and public health, shall
be punished by a fine of not more than Two Thousand Dollars
($2,000.00). All other violations shall be punished by a fine not exceeding
Five Hundred Dollars ($500.00). Each day any violation shall continue
shall constitute a separate offense.
Section 7: The City Secretary is hereby authorized and directed to cause the
publication of the descriptive caption and penalty clauses of this
ordinance.
Section 6: This Ordinance shall become effective immediately upon passage.
AND IT IS SO ORDAINED.
PASSED AND APPROVED on the 22nd day of
CITY
By:
ayor
Ordinance No. 3036
Page 2 of 15
ATTEST:
Patricia Hutson, City Secretary
APP V TO RM AND LEGALITY:
George A. tapl ,City Attorney
Ordinance No. 3036
Page 3 of 15
EXHIBIT A
**Table of Contents, Chapter 7, Section 714; change to read as follows:
Section 714 Engineered Drainage Design ................... 65
**Section 106.1; change to read as follows:
106.1 When required. Any owner, authorized agent or contractor who desires to
construct, enlarge, alter, repair, move, demolish or change the occupancy of a building
or structure, or to erect, install, enlarge, alter, repair, remove, convert or replace any
plumbing or irrigation system, the installation of which is regulated by this code, or to
cause any such work to be done, shall first make application to the code official and
obtain the required permit for the work.
**Section 106.2.; change to read as follows:
106.2 Exempted work. The following work shall be exempt from the requirement for a
permit:
1. The stopping of leaks in drains, water, soil, waste or vent pipe provided, however,
that if any concealed trap, drainpipe, water, soil, waste or vent pipe becomes
defective and it becomes necessary to remove and replace the same with new
material, such work shall be considered as new work and a permit shall be obtained
and inspection made as provided in the code.
2. The clearing of stoppages or the repairing of leaks in pipes, valves or fixtures, and
the removal and reinstallation of water closets, provided such repairs do not involve
or required the replacement or rearrangement of valves, pipes or fixtures
3. An irrigation system that is an on-site sewage disposal system, as defined by
Section 355.002, of the Texas Health and Safety Code
4. An irrigation system used on or by an agricultural operation as defined by Section
251.002, Texas Agriculture Code
5. An irrigation system connected to a groundwater well used by the property owner
for domestic use
**Section 102.8; modify section to read as follows:
102.8 Referenced codes and standards. The codes and standards referenced in this
code shall be those that are listed in Chapter 13 and such codes, when specifically
adopted, and standards shall be considered as part of the requirements of this code to
the prescribed extent of each such reference. Where the differences occur between
provisions of this code and the referenced standards, the provisions of this code shall
be the minimum requirements. Whenever amendments have been adopted to the
referenced codes and standards, each reference to said code and standard shall be
considered to reference the amendments as well. Any reference to NFPA 70 or the ICC
Electrical Code shall mean the Electrical Code as adopted.
Ordinance No. 3036
Page 4 of 15
***Sections 106.6.2 and 106.6.3; change to read as follows:
106.6.2 Fee schedule. The fees for all plumbing work shall be as adopted by the City of
North Richland Hills and found in Appendix A
106.6.3 Fee Refunds. The code official shall establish a policy for authorizing the
refunding of fees.
**Section 107.1; modify items 1 & 3 to read as follows:
1. Underground inspections shall be made after trenches or ditches are
excavated and bedded, piping installed, and before any backfill is put in
place. This shall also include irrigation systems.
3. Final inspection shall be made after the building is complete, all plumbing
fixtures are in place and properly connected, and the structure is ready for
occupancy. Final inspection shall also be made to all irrigations systems after
the backflow device has been installed and tested and all requirements of the
Texas Commission of Environmental Quality and Texas Administrative Code
Chapter 344 have been completed.
***Section 109; Delete entire section and insert the following:
SECTION 109
MEANS OF APPEAL
109.1 Application for appeal. Any person shall have the right to appeal a decision of
the code official to the board of appeals established by article 98-42 of the North
Richland Hills Code of Ordinances.
**Section 305.6.1; change to read as follows:
305.6.1 Sewer depth. Building sewers shall be a minimum of 12 inches (304 mm)
below grade.
**Section 305.9; change to read as follows:
305.9 Protection of components of plumbing system. Components of a plumbing
system installed within 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 310.5; delete entire section.
**Section 312.1.1; change to read as follows:
Ordinance No. 3036
Page 5 of 15
312.1.1 Test gauges. Unless otherwise approved by the code official, gauges used for
testing shall be of the diaphragm type and shall be incremented as follows: {balance of
section is unchanged}
**Section 312.1.2; to read as follows:
312.2 Drainage and vent water test. A water test shall be applied to the drainage
system either in its entirety or in sections. If applied to the entire system, all opening in
the piping shall be tightly closed, except the highest opening, and the system shall be
filled with water to the point of overflow. If the system is tested in sections, each
opening shall be tightly plugged except the highest openings of the section under test,
and each section shall be filled with water, but no section shall be tested with less than
a 5-foot (1524 mm) head of water. In testing successive sections, at least the upper 5
feet (1524 mm) of the next preceding section shall be tested so that no joint of pipe in
the building, except the uppermost 5 feet (1524 mm) of the system, shall have been
submitted to a test of less than 5-foot (1524 mm) head of water. This pressure shall be
held for at least 15 minutes. The system shall then be tight at all points.
**Sections 312.9.1 and 312.9.2; change to read as follows:
312.9.1 Inspections. Annual inspections shall be made of all backflow prevention
assemblies and air gaps to determine whether they are operable. In the absence of
local provisions, the owner is responsible to ensure that testing is performed.
312.9.2 Testing. Reduced pressure principle backflow preventer assemblies, double
check-valve assemblies, pressure vacuum breaker assemblies, reduced pressure
detector fire protection backflow prevention assemblies, double check detector fire
protection backflow prevention assemblies, hose connection backflow preventers, and
spill-proof vacuum breakers shall be tested at the time of installation, immediately after
repairs or relocation and at least annually. The testing procedure shall be performed in
accordance with applicable local provisions. In the absence of local provisions, the
owner is responsible to ensure that testing is done in accordance with one of the
following standards:
{list of standards unchanged}
**Section 314.2.1; modify second sentence to read as follows:
314.2.1 Condensate disposal. Condensate from all cooling coils and evaporators
shall be conveyed from the drain pan outlet to an approved place of disposal.
Condensate shall not discharge into a street, alley, sidewalk, rooftop, or other areas so
as to cause a nuisance.
**Section 314.2,2; change to read as follows:
Ordinance No. 3036
Page 6 of 15
314.2.2 Drain pipe materials and sizes. Components of the condensate disposal
system shall be cast iron, galvanized steel, copper, cross-linked polyethylene,
polybutylene, polyethylene, ABS, CPVC, or schedule 80 PVC pipe or tubing when
exposed to ultra violet light. All components shall be selected for the pressure, and
temperature and exposure rating of the installation. Condensate waste and drain line
size shall not be less than 3/-inch (19 mm) internal diameter and shall not decrease in
size from the drain pan connection to the place of condensate disposal. Where the drain
pipes from more than one unit are manifolded together for condensate drainage, the
pipe or tubing shall be sized in accordance with an approved method. All horizontal
sections of drain piping shall be installed in uniform alignment at a uniform slope.
**Section 315; add new section to read as follows:
SECTION 315
LANDSCAPE IRRIGATION
315. Landscape Irrigation. Minimum Standards for Landscape Irrigation Systems. The
landscape irrigation rules promulgated by the Texas Commission on Environmental
Quality and contained in Chapter 344, Subchapters A, E and F, of the TEXAS
ADMINISTRATIVE CODE, as the same may be from time to time amended, are hereby
adopted by reference as the landscape irrigation rules of the City.
*`Section 401.1; add a sentence to read as follows:
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 Code
Official shall determine which provision applies.
**Section 403.1; change entire section to read as follows:
403.1 Minimum number of fixtures. Plumbing fixtures shall be provided for the type of
occupancy and in the minimum number as follows:
1. Assembly Occupancies: At least one drinking fountain shall be provided at each
floor level in an approved location.
Exception: A drinking fountain need not be provided in a drinking or dining
establishment.
2. Groups A, B, F, H, I, M and S Occupancies: Buildings or portions thereof where
persons are employed shall be provided with at least one water closet for each
sex except as provided for in Section 403.2.
3. Group E Occupancies: Shall be provided with fixtures as shown in Table 403.1.
4. Group R Occupancies: Shall be provided with fixtures as shown in Table 403.1.
The minimum number of fixtures provided shall comply with the number shown in Table
403.1 or as otherwise approved by the Building Official. Occupancies not shown in
Table 403.1 shall be considered individually by the code official. The number of
Ordinance No. 3036
Page 7 of 15
occupants shall be determined by the International Building Code. Occupancy
classification shall be determined in accordance with the International Building Code.
**Add Section 403.1.2 to read as follows:
403.1.2 Finish material. Finish materials shall comply with Section 1210 of the
International Building Code.
**Section 405.6; delete.
**Section 409.2; change to read as follows:
409.2 Water connection. The water supply to a commercial dishwashing machine
shall be protected against backflow by an air gap or backflow preventer in accordance
with Section 608.
**Section 410.1; change entire section to read as follows:
410.1 Approval. Drinking fountains shall conform to ASME A112.19.1 M, ASME
A112.19.2M or ASME A112.19.9M, and water coolers shall conform to ARI 1010.
Drinking fountains and water coolers shall conform to NSF 61, Section 9.
Exception: A drinking fountain need not be provided in a drinking or
dining establishment.
**Section 412.4; change entire section to read as follows:
412.4 Required location. Floor drains shall be installed in the following areas.
1. In public coin-operated laundries and in the central washing facilities of multiple
family dwellings, the rooms containing automatic clothes washers shall be
provided with floor drains located to readily drain the entire floor area. Such
drains shall have a minimum outlet of not less than 3 inches (76 mm) in diameter.
2. Commercial kitchens. (In lieu of floor drains in commercial kitchens, the code
official may accept floor sinks.)
3. Public toilet rooms containing two or more water closets or a combination of one
water closet and one urinal. Floors of such rooms shall slope toward the floor
drain.
**Section 413.4; change to read as follows:
413.4 Water supply required. All food waste grinders shall be provided with a supply
of cold water. The water supply shall be protected against backflow by an air gap or
with the installation of a backflow preventer in accordance with Section 608.
**Section 417.5; change to read as follows:
Ordinance No. 3036
Page 8 of 15
417.5 Shower floors or receptors. Floor surfaces shall be constructed of impervious,
noncorrosive, nonabsorbent and waterproof materials.
Thresholds shall be a minimum of 2 inches (51 mm) and a maximum of 9 inches (229
mm), measured from top of the drain to top of threshold or dam. Thresholds shall be of
sufficient width to accommodate a minimum twenty-two (22) inch (559 mm) door.
Exception: Showers designed to comply with ICC/ANSI A117.1
**Section 417.5.2; change to read as follows:
417.5.2 Shower lining. Floors under shower compartments, except where
prefabricated receptors have been provided, shall be lined and made water tight utilizing
material complying with Sections 417.5.2.1 through 417.5.2.4. Such liners shall turn up
on all sides at least 3 inches (76 mm) above the finished threshold level and shall
extend outward over the threshold and fastened to the outside of the threshold jamb.
Liners shall be recessed and fastened to an approved backing so as not to occupy the
space required for wall covering, and shall not be nailed or perforated at any point less
than 1 inch (25 mm) above the finished threshold. Liners shall be pitched one-fourth unit
vertical in 12 units horizontal (2-percent slope) and shall be sloped toward the fixture
drains and be securely fastened to the waste outlet at the seepage entrance, making a
water-tight joint between the liner and the outlet.
Exception: When approved by the code official, showers recessed a minimum of 4
inches (102 mm) in the concrete slab of 1 & 2 family dwellings when
located on the lowest floor level and double seal drains are utilized.
**Add Section 417.7 to read as follows:
417.7 Test for shower receptors. Shower receptors shall be tested for water tightness
by filling with water to the level of the rough threshold. The drain shall be plugged in a
manner so that both sides of pans shall be subjected to the test at the point where it is
clamped to the drain.
**Section 419.3; change to read as follows:
419.3 Surrounding material. Wall and floor space to a point 2 feet (610 mm) in front of
a urinal lip and 4 feet (1219 mm) above the floor and at least 2 feet (610 mm) to each
side of the urinal shall be waterproofed with a smooth, readily cleanable, hard,
nonabsorbent material.
**Section 502.3; change to read as follows:
502.3 Water heaters installed in attics. Attics containing a water heater shall be
provided with an opening and unobstructed passageway large enough to allow removal
of the water heater. The passageway shall not be less than 30 inches (762 mm) high
Ordinance No. 3036
Page 9 of 15
and 22 inches (559 mm) wide and not more than 20 feet (6096 mm) in length when
measured along the centerline of the passageway from the opening to the water heater.
The passageway shall have continuous solid flooring not less than 24 inches (610 mm)
wide. A level service space at least 30 inches (762 mm) deep and 30 inches (762 mm)
wide shall be present at the front or service side of the water heater. The clear access
opening dimensions shall be a minimum of 20 inches by 30 inches (508 mm by 762
mm), or larger where such dimensions are not large enough to allow removal of the
water heater.
**Add Section 502.5 to read as follows;
502.5 Water heaters above ground or floor. When the attic, roof, mezzanine or
platform in which a water heater is installed is more than eight (8) feet (2438 mm) above
the ground or floor level, it shall be made accessible by a stairway or permanent ladder
fastened to the building.
Exception: Amax 10 gallon water heater (or larger with approval) is capable of
being accessed through alay-in ceiling and a water heater is installed is not
more than ten (10) feet (3048 mm) above the ground or floor level and may be
reached with a portable ladder.
502.5.1 Whenever the mezzanine or platform is not adequately lighted or access
to a receptacle outlet is not obtainable from the main level, lighting and a
receptacle outlet shall be provided in accordance with Section 502.1.
***Section 504.6; change to read as follows;
504.6 Requirements for discharge piping. The discharge piping serving a pressure
relief valve, temperature relief valve or combination thereof shall:
1. Not be directly connected to the drainage system.
2. Discharge through an air gap
3. Not be smaller than the diameter of the outlet of the valve served and shall
discharge full size to the air gap.
4. Serve a single relief device and shall not connect to piping serving any other
relief device or equipment.
Exception: Multiple relief devices may be installed to a single T & P
discharge piping system when approved by the administrative authority and
permitted by the manufactures installation instructions and installed with
those instructions.
5. Discharge to an indirect waste receptor or to the outdoors. Where
discharging to the outdoors in areas subject to freezing, discharge piping
shall be first piped to an indirect waste receptor through an air gap located
in a conditioned area.
Ordinance No. 3036
Page 10 of 15
6. Discharge in a manner that does not cause personal injury or structural
damage.
7. Discharge to a termination point that is readily observable by the building
occupants.
8. Not be trapped.
9. Be installed so as to flow by gravity.
10. Not terminate less than 6 inches or more than 24 inches (152 mm) above
grade nor more than 6 inches above the waste receptor.
11. Not have a threaded connection at the end of such piping.
12. Not have valves or tee fittings.
13. Be constructed of those materials listed in Section 605.4 or materials tested,
rated and approved for such use in accordance with ASME A112.4.1.
**Add Section 604.4.1 to read as follows:
604.4.1 State maximum flow rate. Where the State mandated maximum flow rate is
more restrictive than those of this section, the State flow rate shall take precedence.
**Tables 605.3 and 605.4; delete "Polybutylene (PB) plastic pipe and tubing".
*'`Amend to Section 605.4 read as follows:
605.4 Water distribution pipe. {Original section to remain unchanged} Add following
text} When utilized, non-metallic pipe, tubuing, or similar water distribution piping shall
be installed in strict conformance with the manufacture's installation instructions,
nationally recognized evaluation reports, and all policies and procedures established by
the building official. An additional form of electrical grounding shall be provided and
installed in accordance with the electrical code whenever non-metallic water distribution
materials are utilized.
**Section 606.1; delete items #4 and #5.
**Section 606.2; change to read as follows:
606.2 Location of shutoff valves. Shutoff valves shall be installed in the following
locations:
1. On the fixture supply to each plumbing fixture other than bathtubs and
showers in one- and two-family residential occupancies, and other than in
individual sleeping units that are provided with unit shutoff valves in hotels,
motels, boarding houses and similar occupancies.
2. On the water supply pipe to each appliance or mechanical equipment.
**Section 608.1; change to read as follows:
Ordinance No. 3036
Page 11 of 15
608.1 General. A potable water supply system shall be designed, installed and
maintained in such a manner so as to prevent contamination from nonpotable liquids,
solids or gases being introduced into the potable water supply through cross-
connections or any other piping connections to the system. Backflow preventer
applications shall conform to applicable local regulations, Table 608.1, and as
specifically stated in Sections 608.2 through 608.16.10.
**Section 608.16.5; change to read as follows:
608.16.5 Connections to lawn irrigation systems.
The potable water supply to lawn irrigation systems shall be protected against backflow
by an atmospheric-type vacuum breaker, apressure-type vacuum breaker, adouble-
check assembly or a reduced pressure principle backflow preventer. A valve shall not
be installed downstream from an atmospheric vacuum breaker. Where chemicals are
introduced into the system, the potable water supply shall be protected against backflow
by a reduced pressure principle backflow preventer.
**Section 608.17; change to read as follows:
608.17 Protection of individual water supplies. An individual water supply shall be
located and constructed so as to be safeguarded against contamination in accordance
with applicable local regulations. In the absence of other local regulations, installation
shall be in accordance with Sections 608.17.1 through 608.17.8.
*~*Section 610.1; add exception to read as follows:
610.1 General. New or repaired potable water systems shall be purged of deleterious
matter and disinfected prior to utilization. The method to be followed shall be that
prescribed by the health authority or water purveyor having jurisdiction or, in the
absence of a prescribed method, the procedure described in either AWWA C651 or
AWWA C652, or as described in this section. This requirement shall apply to "on-site" or
"inplant" fabrication of a system or to a modular portion of a system.
1. The pipe system shall be flushed with clean, potable water until dirty water does
not appear at the points of outlet.
2. The system or part thereof shall be filled with awater/chlorine solution containing
at least 50 parts per million (50 mg/L) of chlorine, and the system or part thereof
shall be valved off and allowed to stand for 24 hours; or the system or part
thereof shall be filled with awater/chlorine solution containing at least 200 parts
per million (200 mg/L) of chlorine and allowed to stand for 3 hours.
3. Following the required standing time, the system shall be flushed with clean
potable water until the chlorine is purged from the system.
4. The procedure shall be repeated where shown by a bacteriological examination
that contamination remains present in the system.
Ordinance No. 3036
Page 12 of 15
Exception: With prior approval the Code Official may wave this requirement when
deemed un-necessary by the Code Official.
**Add Section 712.5 to read as follows:
712.5 Dual Pump System. All sumps shall be automatically discharged and, when in
any "public use" occupancy where the sump serves more than 10 fixture units, shall be
provided with dual pumps or ejectors arranged to function independently in case of
overload or mechanical failure. For storm drainage sumps and pumping systems, see
Section 1113.
**Section 714, 714.1; change to read as follows:
SECTION 714
ENGINEERED DRAINAGE DESIGN
714.1 Design of drainage system. The sizing, design and layout of the drainage
system shall be permitted to be designed by approved design methods.
**Section 802.4; add a sentence to read as follows:
No standpipe shall be installed below the ground.
**Section 903.3; changed to read as follows:
903.3 Vent termination. Every vent stack or stack vent shall terminate outdoors to the
open air.
Exception: When approved by the code official, stack-type air admittance valves
may be utilized in accordance with Section 917.
**Section 904.1; changed to read as follows:
904.1 Roof extension. All open vent pipes that extend through a roof shall be
terminated at least six (6) inches (152 mm) above the roof, except that where a roof is
to be used for any purpose other than weather protection, the vent extensions shall be
run at least 7 feet (2134 mm) above the roof.
**Section 906.1; changed to read as follows:
906.1 Distance of trap from vent. Each fixture trap shall have a protecting vent
located so that the slope and the developed length in the fixture drain from the trap weir
to the vent fitting are within the requirements set forth in Table 906.1.
**Section 912.1; change to read as follows:
912.1 Type of fixture. A combination drain and vent system shall not serve fixtures
other than floor drains, standpipes, and indirect waste receptors. Combination drain
Ordinance No. 3036
Page 13 of 15
and vent systems shall not receive the discharge from a food waste grinder or clinical
sink.
**Section 1002.10; delete.
**Section 1003.3.1; change to read as follows:
1003.3.1 Grease interceptors and automatic grease removal devices required. A
grease interceptor, or an automatic grease removal device that has been approved by
the North Richland Hills Consumer Health Department, shall be required to
receive...{remainder of section unchanged}.
**Section 1003.3.4.1; changed to read a follows:
1003.3.4.1 Grease interceptor capacity. Grease interceptors shall have the grease
retention capacity indicated in Table 1003.3.4.1 for the drainage fixture units (DFU's)
indicated.
Exception: Engineered systems approved by the building official
**Table 1003.3.4.1; replace table with the following:
TABLE 1003.3.4.1
Capacity of (~rn~~n Ire+n~i.~..fw~.e.
DFU's Pipe
Size Slope Flow Cal. Size Nominal
8 2" 2% 10 m 300 al 500 al
35 3" 2% 29 m 870 al 1000 al
172 4" 1 % 44 m 1320 al 1500 al
216 4" 2% 62 m 1860 al 2000 al
342 5" 1 % 80 m 2400 al 3000 al
428 5" 2% 120 m 3600 al 4000 al
576 6" 1 % 140 m 4200 al 5000 al
720 6" 2% 190 m 5700 al 7500 al
**Section 1101.8; change to read as follows:
1101.8 Cleanouts required. Cleanouts shall be installed in the building storm drainage
system and shall comply with the provisions of this code for sanitary drainage pipe
Cleanouts.
Exception: Subsurface drainage system
**Section 1106.1; change to read as follows:
Ordinance No. 3036
Page 14 of 15
1106.1 General. The size of the vertical conductors and leaders, building storm drains,
building storm sewers, and any horizontal branches of such drains or sewers shall be
based on six (6) inches per hour rainfall rate.
**Section 1107.3; change to read as fo/lows:
1107.3 Sizing of secondary drains. Secondary (emergency) roof drain systems shall
be sized in accordance with Section 1106. Scuppers shall be sized to prevent the depth
of ponding water from exceeding that for which the roof was designed as determined by
Section 1101.7. Scuppers shall not have an opening dimension of less than 4 inches
(102 mm). The flow through the primary system shall not be considered when sizing the
secondary roof drain system.
***Section 1202.1; delete Exception 2
Ordinance No. 3036
Page 15 of 15
INVOICE Preview
Star - Telegram Customer ID: CIT13
400 W. 7TH STREET Invoice Number: 303010381
FORT WORTH, TX 76102
(817) 390 -7761 Invoice Date: 2/15/2009
Federal Tax ID 26- 2674582 Terms: Net due in 21 days
Due Date: 2/28/2009
Bill To: PO Number:
CITY OF NORTH RICHLAND HILLS /SE
PO BOX 820609 Order Number: 30301038
NORTH RICHLAND HILLS, TX 76182- Sales Rep: 073
Description: CITY OF NORTH RI
Attn STACEY HARRISON Publication Dates: 2/12/2009 - 2/15/2009
°Depthtxtge ,YI>ET Rate Amount
CITY OF NORTH
CITY OF I\
RICHLAND IE I HILLS 13580 1 70 70 LINE $0.26 $55.40
3036
An ordinance amend-
ing opter 98 of the
Sales Disco North Ch Richland Hitls ($8.50)
Code of Ordinances
adopting the. 2006
international
M lsc Fee Plumbing e the
amende by
d $5.00
r e c o m m e n d e d
amendments of the
North Central Texas
Council of Govern-
ments and City
Technical Code
Committee together
with state mandat- Net Amount: $51.90
ed Landscape Irri-
gation Rules as the
Plumbing Code of the
City of North Rich-
land Hills; amending
fees charged for
certain permits;
g roviding for sever -'
biiity; establishing
a penalty; authoriz-
ing publication; and
establishing an ef-
fective date.
Violation of any pro-
vision of this ordi-
nance or the Inter -
natJonal Plumbingg
Code herein amend-,
THE STA: ed which governs fire
County of health, a shallpubbe
punished by a fine of
not more than Two
Before me Thousand Dollars
($2 Thousand ). All other for said Coun ty and State, this da y personally appeared Deborah Baylor, Bid and Legal Coordinator for the Star -
Telegram, v�ofations snail be ele ram, Inc. at Fort Worth, in Tarrant County, Texas; and who, after being dui sworn, did depose and say that the fin attached c non ' exceeding a Five l ent was ublished in th ove named paper on the listed dates: BIDS & LEGAL DEPT. STAR TELEGRAM
Hundred Dollars P P P
( 817)390- ($500.00). Each day .�
any violation shall
continue shall con-
stitute a separate Sign
\I \�ttt�lllll/
offense. 9 \\ // /
Passed and Approved � /
SUBSCRII Dece 2008Y of EFORE ME, THIS Wednesday, Fe uary 18, 2009. `��3:• �SPRYP(�9C�if'/��%
/s /Oscar Trevino �.
Oscar Trevino - ayor �/0 �2 Z
ATTEST:
/s /Patricia Hutson Notary Public
Pa ric`�ia HFu son - City Z ;
Secretary Z
O -
FORM AND As T LEGAL/
APPROVED 9 �O F �P ` '
ITY: 1
George stapies
T, !N. George taples -City �/ •�•�
AIRE •..
Attorney /////819� 1.0. \ \ \ \\\.0,
Thank You For ' oY ur payment
---------------------------------------------
Remit To: Star - Telegram Customer ID: CIT13
P.O. BOX 901051 Customer Name: CITY OF NORTH RICHLAN
FORT WORTH, TX 76101 -2051 Invoice Number: 303010381
Invoice Amount: $51.90
PO Number:
Amount Enclosed: $