HomeMy WebLinkAboutOrdinance 1975-009 Adopts Standard Plumbing Code 1975 Edition1
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ORDINANCE NO. 9-75
AN ORDINANCE OF THE VILLAGE OF NORTH PALM BEACH, FLORIDA,
AMENDING CHAPTER 28 OF THE VILLAGE OF NORTH PALM BEACH CODE, THE PLUMBING
CODE FOR THE VILLAGE, BY ADOPTING BY REFERENCE THERETO THE STANDARD
PLUMBING CODE, 1975 EDITION AND APPENDIX A AND APPENDIX B THERETO, AND
SETTING FORTH AMENDMENTS TO SAID STANDARD PLUMBING CODE.
FLORIDA:
BE IT ORDAINED BY THE VILLAGE COUNCIL OF NORTH PALM BEACH,
Section 1. Section 28-11 of the Village of North Palm Beach
Code is hereby amended to read as follows:
"Sec. 28-11. ADOPTED BY REFERENCE ---Under the authority
of Section 165.191, Florida Statutes, the Village of North
Palm Beach hereby adopts by reference thereto the Standard
Plumbing Code, 1975 Edition, including Appendix A and Appen-
dix B thereto, as the plumbing code for the Village. There
has been for at least ten days last past and shall be during
the time that this code is in effect, three copies of such
code kept available for public use, inspection and examination."
Section 2. Section 28-12 of the Village of North Palm Beach
Code is hereby amended to read as follows:
"Sec. 28-12. AMENDMENTS, CORRECTIONS AND ADDITIONS ---
The following amendments, corrections and additions to said
Code are hereby made and adopted; said amendments, corrections
and additions being set forth herein with reference to and
prefaced by the Section number and title of said Code, as
follows:
104.1,—is, 1 RB JIB " Page 2
-'''Charxje to.zead as,follvas:
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• No person, fine pr corporation shall connect any plumbing work with any
sewers;'sanitary or stbnn, septic tanks or sewage disposal of any kind, or
private connection or install fixtures or appliances in neweing xisting
struc`�xares or premises, or repAir, or add to any existing plor
thout .
first applying for and obtaining a separate plumbing permit therefor from the
P lu i- fici.al
It shall be unlawful for any person, firm or corporation, or their
agents, servants or employees to drive any well within the Village
of North Palm Beach in Palm Beach County, Florida, without having
first obtained a permit from the Plumbing Inspector of said Village
to do such work
S >``i ICN 106 }tits
Delete existing Section 106.3 and rewrite as follows:
106.3 9C11E[XJLE OF PERMIT FEES . ,
(a) A mininnan of three ($3.00) dollars for any one permit issued.
• (b) The sum of two ($2 00) dollars for each and every fixture roughed
in, either in new or reconstructed or additional plumbing work.
(c) Two ($2.00) dollars for each and every sewer connection either in
new or reconstructed or additional plumbing work.
(d)4 Two .($2 .00) dollars for each and every grease trap installed either
in'new or reconstructed or additional plumbing work.
(e) • The sum of three ($3 00) dollars for each repiping installation up
to ten fixtures -and twenty (20 cents) cents for each additional fixture. '
(f) The sum of one ($1,00) dollar for each and every water connection to
or outlets for an appliance or installation not covered by fixture permit.
(g) The sum of three ($3 00) dollars for each and every supply or
drainage well up to and including two (2") inch in diameter and four ($4.00)
dollars for each supply or drainage well over two (2") inches in diameter.
{h) The sum of three ($3 00) dollars for each and every solar water
heater Complete, including heating unit and storage tank. Replacement of •
heating unit three ($3.00) dollars, replacement of storage tank three ($3,00)
dollars.
. (i) The sum of four ($4.00) dollars for each reinspection made due to
condemnation of work, or due to the fact that_workwas not ready at the time
specified in the application for inspection, or for failure to call for final or other
inspection. .
• (j) The sum of two ($2,00) dollars for each roof drain.
. (k) The sum of three ($3.00) dollars for each gas piping system of 1 to
5 outlets and twenty (20) cents for each additional outlet.
(1) The sewer connection fees shall be as are from time to time
prescribed by the Village,
{2) Building sewers and water service pipes shall connect to -the
public sewer and water main at a point designated by the proper muni-
'cipal authority.
(1) A fee; double the regular fee shall be charged for every job started
without a permit.
(m) Annual Industrial Permits: Upon written request to the plumbing
.inspector, •any industrial plant shall be issued an annual permit for plumbing
work, installation, maintenance and equipment rearrangement covering sewers,
fixtures, and piping in or on the premises owned or occupied by the holder as
described in the permit, but to be issued subject to the following conditions:
(1) The payment of an annual fee of one hundred ($100.00) dollars
for:each calendar year, and monthly fees computed according to the fee schedule
.above.
(2) The regular employment of one or more full time plumbers
competent in -the safe installation, extension, maintenance and repair of industrial
plumbing systems.and equipment.
(3) The unrestricted right of the Plumbing Inspector to check the
premises of the permit holder at a reasonable time, unless prohibited by
go-iernment regulations
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(4) The performance of all work shall comply with the applicable
provisions of this chapter.
(5) The annual industrial permit shall cover the original connection
end any rearrangement of machine and other industrial equipment including
extension of plumbing systems required therefor and inspection fees therefor.
(n) The sum of three ($3.00) dollars per $1,000 contract price or portion
thereof for each irrigation sprinkler system.
(o) The stun of three ($3.00) dollars per thousand for every steam
boiler, hot water boiler, or air compressor.
(p) The sum of three ($3.00) dollars per thousand for all process
piping not covered by other fixture permits.
107.7 'rtsf OF BUILDING SEWER
Delete entire Section.
SECTION 109 LICENSING AND BONDING OF PLUMBERS
Delete entire Section: See North Palm Beach Certification and Licensing law.
110.1 EXCAVATIONS IN S1'xtiers
Delete existing paragraphs (a) an (b) and substitute the following:
(a) A permit shall be required fran the Building Department for each
excavation within the public right-of-way within 'che Village. Issuance of such
permit requires that all work be done in conformity with the requirements of
the Village Btu lding.Department procedure for securing permit to work in the
public right-of-way within the Village and with any other provisions of the
Village Code or Ordinances pertaining to work or excavation within public
right-of-way.
(b) Where such work or excavation occurs in a state or federal highway,
the persons or firm applying for a permit shall first obtain the permission
fran the state or federal agency having jurisdiction.
110.2 PUBLIC PROTECTION REQUIREMENT
Delete existing paragraphs (a) and (b)
C1aPTIZ R II
SeuiION 201 BASIC PRINCIPLES
Add the following Principles:
Principle No. 23 - All appliances and equipment shall be accessible for service
and removal. Appliances and equipment installed in attics shall have a
twenty-four (24") inch runway from access to service area of appliance or
equipment. An electric,: outle7 shall be provided for illumination.
Principle No. 24,- Ali hot Water heaters and water storage '.esse-ls installed
in attics or above the first floor of a building that may cause water damage shall
have pans installed under the f.4uipmetit and a safe waster installed to the
outside of the building or othe, acceptable point of discharge. For external
drain pans and emergency drain lines required under air conditioning coils,
refer to the Southern Standard Building Code,
CHAPTER III DEFINITIONS
302 DEFINITION OF TERMS
Ch dcl add tl• follow,.ing definitions as shown:
Building Drain
Change .i0 ft. to 5 feet.
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Building Storm Drain
Delete definition and rcwxite as follows:
A building (house/ storm dram is a buwloing drain used for conveyir.g rain water,
surface water, ground water, subsurface water, condensate, cooling water,
or other similar discharge to a building storm, sewer.
• Building Storm Sewer
Delete the words "combined sewer "
Building Trap
Delete
Combined Building Sewer
Delete
• Combination Waste ancPVent System
Delete definition and substitute new definition as follows:
A combination waste and vent system is a
piping embodying horizontal and vertical
fixtures by means of a common waste and
free movement of air in the vertical stack
drain pipe.
Domestic
Add new definition as follows:
specially designed system of waste
stack wet venting of one or more
vent pipe adequately sized to provide
and above the flow line of the horizontal
In the classification of plumbing fixtures, domestic applies to fixtures and
equipment in single family dwellings or apartment units and shall also extend
to fixtures in private bathrooms of hotels and similar installations where the
fixtures are intended for the use of a family or an individual.
Durham System
Delete
Frostproof Closet
Delete
House Trap
Delete
Industrial Plant
Add new definition as follows:
"Industrial plant" shall mean premises devoted to the manufacture, assembly,
or production of items to tangible personal property and equipped with
machinery and fixtures for carrying on such activity.
Journeyzman Plumber
Delete
Master Plumber
Delete
Plumber
Add new definition as follows:
The term plumber is defined to .neap a person who is engaged in the trade or
business of plumbing, and who is qualified under the terms and provisions .
of this Code.
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Plumbing Contractor
Add new definition "plumbing contractor" as follows:
The term "plumbing contractor' is rief:nset to mean a person, firm or
corporation enga ;ir:g in the bustnc ns of plumbing either by contract, fee basis,
cost plus or otherwise. The person in charge of the plumbing installation
for said person, firm or corporancel ~.hall have passed the master plumber's
examination according to the terms o: thin Code and possess a master plumber's
certificate issued hereunder that is paid up to date, Said person, firm or
corporation shall designate by a legally notarized statement the master plumber
representing them.
Piumbar, Ayprentice
Add new definition as fellows:
The term "apprentice plumber' is defined to mean a person who is engaged in
learning the plumbing trade by working with and under the supervision of
journeyman plumbers holding a valid certificate of competency,- who shall be
held responsible for the work of such apprentices.
•Plumber, Journeyman
Add new definition as follows:
The term "Journeyman Plumber" is defined to mean a person who possesses the
necessary qualifications, training and technical knowledge to install or repair
plumbing equipment, piping or apparatus as covered by the terms and
provisions of this Code.
Plumber, • Maintenance
Add new definition as follows:
A person regularly employed in an industrial plant to perform plumbing work
solely on behalf of his eiipi..•yer end upon The premises of his employer's
industrial plant under the sa_r:r.-....;r o;'.a_i indi.utriai plant plumbing main-
tnrt...nce supervisor.
Plumbing Maintenance Supervisor
Add new definition as follows•
A person regularly employed in an industrial pint to perform plumbing work
solely on behalf of his employer and only upon tha premises of bis employer's
industrial plant, qualified by train;tig and technical knowledge to plan, lay
out and supervise plumbing work permitted to be done under annual industrial
permits.
• Plumber, Master
Acid new definition as follows:
The term "Master Plumber" is defined to mean a person who possesses -the
necessary qualifications, training and technical knowledge to plan, lay out,
and supervise the installation of pltunbitig equipment, piping or apparatus, as
covered by the terms and provision_: of thi i Code.
Private or Private- Use
Delete existing definition and rewrite as follows:
In the classification of plumbing fixtures, private applies to fixtures in
residences or apartments where the fietunes are intended for the use of a
family or an individtnt`..
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Public or Public Use
Add the following sentence:
Plumbing fixtures installed in hotels, motels and rooming houses shall be
classified as for public use.
Sanitary Sewer Collection System:
Add new definition as follows:
A "Sanitary Sewer Collection System" receives the discharge from building
sewers and may be public or private, and may be located on public or private
property.
Waste Arm
Add new definition as follows.
A "Waste Arm" is a horizontal pipe that connects from the fixture trap or traps
to the soil vent or waste stack.
CHAPTER IV GENEPAT, 'ON?
403.2 SHORT Sl1 CE JJ
Delete existing S•.ct:on anal rev;;
Short sweeps may he used 'n sops nr.!1 watts lines where the change in direction
of flow is from eitnet the hotezor,t.:l to +.he vertical or from the vertical to the
horizontal, and may he used for making necae:r;ary changes in direction in the
horizontal plane.
404.1 • FITTINGS PROHIB'TED
Delete the word "bands" in : ec.)nd r entente.
• 407.1 SUPPORT OF P1PlN;,
Delete existing Section and -rnar'.te
• Buried piping shall be supported throughout its entire length in such a manner
as to prevent misalignment or nettlemerd.
407.2 TUNNELING AND DRIVING
Add the following to the ';c•1 c;f r i::,u:i;
... , or the drive pip= may br- used if it hps no joints under the area being
driven "
417 1 Delete
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417.2 SERVICE STATIONS
Add new section to read as follows:
All service stations, garages, used car lots, new car lots and like places of
business that wash autarobiles, trucks, or like equipment shall have adequate
IIIirain connected to the city sewer. Automotive wash drains, unbar cover,
shall be connected to the sanitary sewer. Area drains not under roof must
be connected into the storm drain.
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Grease, oil and sand interceptors shall be installed in accordance with
Chapter VIII requirements.
422.2
Add new Section to read as follows:
All individual sewerage dispwal systems that are being used where public
sanitary sewers are provided shall be eliminated within ten days after
notification by the Plumbing Inspector. Septic tanks shall have the lids
removed and pumped clean and filled with sand. The house sewer shall connect
direct to the public sanitary sewer.
427.1 CLOSET BENDS
Delete existing Section and rewrite as follows:
Closet bends shall be full bends without joints from flange to waste line.
All cast iron closet bends shall be full length bends without joints from
flange to soil line.
CHAPTER V QUALITY AND WEIGHT
506.1 ASBESTOS CEMENT SEWER PIPE
Delete existing Section and rewrite as follows:
For uses, see Sections 601.11, 1501.5 and 1502.5.
506.2 BITUMINIZED SEWER PIPE AND FITTINGS
Delete existing Section and rewrite as follows:
For uses, see Section 1501.5 and 1502.5.
506.6 - Delete entirely.
506.7 PLASTIC PIPE AND FITTINGS FOR DRAIN WA9ra AND VENT
Amend to read as follows:
For plumbing drainage, waste and vents, both above awl below ground, indirect
waste and storm drains in all buildings up to and including three stories
and/or thirty-six (36) feet in height. (Ord. No. 18-72, § 1)
Page 8
602.3A RAT PROOFING
Add new Seption to read as follows:
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All concealed lead work within a building shall be made rat -proof by covering
with new bronze or copper screen vrire, securely soldered on.
802.6 HOT -POURED JOINTS
Delete existing Section in its entirety.
603.2 CONCRETE SEWER PIPE
Delete existing Section and rewrite as follows:
Joints in concrete sewer pipe or between such pipe and metal pipe shall be made
as in paragraph 602.7 and 602 , 9 .
• 605.2 WATER -SUPPLY SYSTEM
Add to end of existing Section the following:
"excepting dielectric unions may have composition gaskets."
• 607.3 WATER DISTRIBUTION :•1`,.'o t oM
• Delete existing Section in J••,%-: e: r , ,.;tEc ,.ard Plumbing Code, 1971 Edition,
and rewrite as follows:
• Drilling; tapping or saddle fiat n:;::.nay '. i^ used only on cast iron or cement
asbestos water service pipes o.:tu' ct of buildings.
701.1 FIXTURE TRAPS
Delete existing paragraph (b) hud rewrite es follows:
(b) Slip joints or couplings may be used on the trap inlet or within the trap
seal of the trap. •
702.4 DRUM TRAPS
Delete Section in its entirety
802.1 COMMERCIAL BUILDINGS
Delete existing Section and rewrite as follows:
A greaseinterceptor shall be •installed in the waste line leading frorn sinks,
• drains; or other fixtures in the foilc.ring establishments: restaurants, hotel
kitchens or bars, factory cafeterias or• restaurants, clubs;.or other establish-
ments where grease can be introduced into the drainage system in quantities
that can - affect line stoppage or hinder sewage disposal-.. When in the opinion
of the Plumbing Gfdcial a grease interceptor is not necessary; he may waive
the requirement of sane.
813.2 MINIMUM DIMENSION
Add to the end of the c-<:sting Section the �a;lowirg:
The outlet opening of the separator shall have not less than an eighteen (18")
inch water seal.
904.3 SECURING FIXTURES
Add the word "ncn-corrosive" before the word "screws
908.3 TROUGH URINALS
Delete existing Section in its entirety and add the following sentence:
Trough urinals of say type are prohibited ,
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908.4 EQUIVALENT LENGTH 1
Delete Section in its entirety.
Page 9
908.5 • FLOOR -TYPE URINALS
Delete Section in its entirety.
908.7 URINALS
Add new Section as fo11o'. c:
All urinals in toilet rooms in public buildings must be of the following types:
(a) Floor stall urinal; or
(b) Pedestal urinal; or
(c) Wall urinal (syphon jet or blow out) with a visible body of water
and one and one-fourth (1 1/4") inch top inlet spud.
Not more than one wail urinal may be installed on a horizontal waste arm;
length of waste arm not to exceed 25" from vertical stack. Allurinals must be
furnished with flush valve or piston or diaphrem type: When two wall hung
urinals are connected into one waste stack the stack shall be three (3') inches
• in diameter and the arms shall he connected into a double w,ye located ten
(10") inches below the outlet of said urinal.
Section 911.1 SHOWERS
Delete existing Section and rewrite as follows:
A11 shower compartments except approved shower unite or those having metal
enamel receptors, or precast receptors., shallhave lead, copper or other
approved shower pan material. The pan shall turn up on all sides at least
six (6") inches. Traps shall be so constructed :that the pan. may be securely
fastened to the trap at the seepage entrance makings watertight joint between
the pan and trap. Pan liners for built -in -place tubs shall also be made of
lead, copper or other approved material and shall extend to a point two (2")
inches above the tub overflnw. All lead and copper pans where in con, tic
with masonry. materials ;must be protected against deterioration by completely
coating with asphaltum base materials. Thirty (30 lb.) pound felt paper shall
• be placed between base of pan and floor. .
911.2 CONSTRUCTION
Delete existing Section and rewrite as follows:
•
Under the following conditions, shower compartments and built -in -place tuba
are not required to have lead or copper pans; on the firs: floor only where the
floor construction consists of concrete, the pan may be formed by recessing
the shower floor at least four (4") inches below the rough'floor line in the
case of a shower enclosure; or by recessing the floor for a built -in -place tub
so that the tub overflow is two (2") inches below the rough floor line. Floor
recesses shall be poured monolithically with the floor slab.
TABLE 923.2 MINIMUM FACILITIES
Add to end of Table the following:
In offices, stores, warehouses or shops of not more than 2,000 sq. ft. in area
and/or where the number of employees -is 8 or less, one (1) toilet facility
shall be deemed sufficient regarditt,a of till sex- of the employees, at the
discretion of the Building Official. hill narking lots or display areas where any
employees are employed on, the premises, toilet facilities must- also be provided
subject to modification or reduction by the Building Official.
1001.1 GENERAL
Add the following to existing Section:
Phis provision shall not apply to expansion, contraction or structural settle-
ment damages caused by hurricanes, floods, or other Acts of God.
1002.4 COPPER TUBE
Delete existing Section and rewrite as follows:
Copper tubes shall be supported at each -story level.
1UO3 2 CAST-IRON SOIL PIPE
Add to the end of existing Section the following:
No hub pipe shall have supports provided on both -sides of couplings.
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1003.6 IN GROUND
Add new paragraph (a) at end of Section to read as follows:
Page 10
(a) Cast iron soil and waste pipe installed under a specially designed slab,
required because of poor sub -soil conditions, shall be hung into the slab at
each hub or no -hub band with a 1/4" inch steel rod or equivalent.
1005 STRAINS AND STRESSES
Delete
1005.1 PIPING IN CONCRETE
Delete Section in its entirety.
1006.1 • SUPPORTS
Add to end of existing Section the following•
Methods such as concrete, brick ta_ci pn mortar, or metal brackets attacheu
to the building construction is acceptable.
1101.2 FOOD HANDLING
Delete existing Section and rewrite es follows:
Establishments engaged in the s'o_es preparation, selling, serving, pro-
cessing, or otherwise handling .. d .;''rla innve the waste piping from all
refrigerators; iceboxes.. coc*:ne:, C.rre•?rigeri,ti - cells, steam tables, egg
boilers; coffee urns or similar ecuipreien.t disci ..rge indirectly into properly
Vented traps and receptors; end the waste out/et shall terminate above the
• traps and/or receptors providing air gap.
1101.4 INTERCEPTOR
Delete
1101.5 CONNECTION
Delete existing Section and rewrite as fo)1ov-r.:
Indirect•waste connections shall be provided for drains, overflows, or relief
• vents from the. water -supply ey, tam nr no:v 1iiioning units: • Air r.ondition-
ing condensate drains may terminate in the following methods:
•.(1) To the atmosphere at grade.
.(2) Into dry wells • .
(3) Connection at ground floor level of the storm drainage system.
(4) Safewaste over suitable vented fixtures and receptacles not subject
to trap evaporation.
(6) • Condensate drains shFl! vent to atmosphere, preferably at roof
.level, on multiple story buildings where two or more air handling
units are connected toa common condensate riser. Multiple air
handling unita . r one equipment room need not be vented.
Condensate Crain lines shall he insulated to prevent dripping
where such dripping could ca:ts.j a hazard.
(6) Any water frorn air conditioning system of any building which
would flow by gravity over any public property or adjacent .
private property shall be carried by means of conductors under
the•sidewalk and through the curb to the gutter. Provided,
however, that if a storm sewer or catch basin le available; the
Building Official may r°aaire the: air conditioning system vinate
water to be collected by means of a conductor to the storm sewer
or catch basin.
1103.2 MAXIMUM LENGTH
Delete existing Section and rewrite as follot•.-a:
The maximum length an indirect waste can Le instalied without a vent is
fifteen (15') feet; however , if the length of the indirect waste exceeds (15')
feet, a properly sized vent shall be provicled and run separately through the
roof. REFER TO TABLE # 1421 , 2.
1105.3 .STRAINERS AND EkASKr`PS
Delete Section in its entirety .
Page 11
1110:2
Add new Section as follows:
No pool waste water or drains on deck aro_tcid pools shall discharge into the
sanitary system.
1110.3
Add new Section 1110.3 as foliowws•
• Refer to separate swimming pool orjinanc,,
• 1205.3 - TROUGH URINALS
Delete Section in iti entirety,
1205.7 • AIR GAP POTABLE WATER DISCHARGE TO SEWER
• Add new Section as follows:
There shall not be ary direct cornect4on between pntab}e waterpiping and sewer
connected wastes. Where potable water is discharged to the drainage system
it shall- be by means. of an approved air gap of two (2)•.pipe.diameters of the
supply inlet; but in no case shall the gap be'less than two (2") inches.
1205.8 POTABLE WATE3 PIPE THROUGH CONTAMINATED VESSELS
Add new Section as follows:
There shall be no potable water piping installed or maintained within any
piping or device conveying sewage wastes or other materials hazardous to
health and safety.
1205.9 TANK INLETS
Add new Section as follows:
Inlets to tanks; vats, sumps and other receptors when protected by an approved
• vacuum breaker shall have such device installed on the discharge side of the
last.valve•with the critical level not less than six (6") inches above the over-
flow rim of such equipment. Water supply inlets not protected by vacuum
breakers shell be installed not less than two (2) pipe diameters; but in no case
less than two (2") inches above the overflow rim pf such tank, vat or similar
• equipment.
1205.10 SURGICAL, MEDICAL EQUIPMENT; ETC.
Add new Section es follows:
Medical, therapeutic, surgical, mortuary or similar places shall have ail water
outlets protected by approved vacuum breakers on the discharge side of the
last valves and installed not less than five and one-half (5 1/2') feet above the
floor and at no time less than thirty-six {36") inches above any fixture or
equipment having an approval as a unit, and provided the "unit': vacuum
breaker will not be subjected to back pressures under any condition.
1205.11 WATER COOLED EQUIPMENT
Add new Section as follows:
Water cooled compressors; degreasers or any other water cooled equipment
ti hall be protected by an approved vacuum brcakcr installed chend of the- eiuip-
rnent on the discharge side of the last valve and at least six (6") inches above
the highest point reached by any water passing through or discharging from
such equipment.
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Equipment subject to continuo's flows for periods o_ more than twelve (12)
hours shall be providedwith an approved "pressure type". vacuum breaker
installed atleast twelve (12") inches above the highest point reached by any
water passing through or discharging from such equipment.
1205.12 - ASPIRATORS
Add new Section as follows:
Aspirators shall not be directly connected to sewer connected waste pipe; but
• may be connected to the inlet aide of a trap and shall be equipped with an
approved vacuum breaker installed at least six (6") inches above the aspirator
unit. The discharge pipe from the aspirator unit shall be designed for free
flow and shall discharge through an approved air gap. The length of such
discharge pipe or tube from the aspirator shall at no time exceed twelve (12")
inches.
1205.13 HGIS@1TER VACUUM EiREAIO tS
Add new section as follows:
Vacuum breakers for hot water over 160° shall be of approved type, designed
to operate at temperatures of one hundred sixty (160°) degrees or more without
.,rendering any portion of the device inoperative.
1206.1 -
Change paragraph (a) to read as follows:
(a) Materials for underground water supply system and water service pipe
may be a minimum of Type L copper tube or 194 "standard" water tube, brass
or cast iron pressure water pipe. Appropriate approved fittings shall be used
on the water supply system or water service piping. Materials used for lawn
sprinkler systems may be any of the above, or galvanized steel pipe, plastic
pipe, or any combination thereof.
Change paragraph (b) by deleting "water service" in Lire one (1).
1207.2 WATER -SUPPLY TANKS
Add to end of existing section the following:
Gravity tanks for potable water shall be tightly covered and have not less than
a sixteen (16) square inch overflow screened with copper screen having not less
than fourteen (14) nor more than eighteen (18) openings per linear inch.
1211.7 HOSF THREAD VALVES
Add new.section 1211.7 as follows:
A hose thread valve or bibb shall be considered as the control stop ahead of
an automatic washing machine, and an additional control valve or hose bibb is
not required.
1211.8 MULTIPLE FAMILY DWFdd,ING- OCI TROL VALVE
Add new Section as follows:
Each family unit shall be controlled by a separate main shut off valve or valves.
1212.1 M TERT=
Change paragraphs (a) and (b) to read as follows:
(a) Above Ground - Materials for water distribution pipes and tubing
shall be brass, copper water tube, minimum TypeM, stainless steel water tube,
194 "standard" water tube, minimum Grade H lead or cast iron pressure water
pipe, all to be installed with the appropriate approved fittings.
(b) Under Ground - Inaccessible water distribution piping under floor slabs
shall be a minimum Type L copper tubing, brass, lead, or cast irai pressure,
water pipe, all to be installed with the appropriate approved fittings.
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11) To an observable point outside a building terminating with a
threa'1ess pipe turned dam within 6" of ground level.
(2) Into an indite L waste.
(3) Into an air conditioning condensate drain line.
(c) Where drains from more than two (2) heater safe pans tie together
in the vertical plane, the common drain shall be increased one (1) size larger
than the pan drain. Minimum size pan drain shall be 3/4" indr.
1301.3 ABOVE GROUND PIPING WITHIN BUILDINGS AND PIPING IN RACE WAYS OR
tyNN 'rS
Change parayLeph (a) to read as follows:
(a) Soil and waste piping for drainage systems shall be cast iron, lead,
brass or copper tube, plastic piping, or borosilicate glass.
1301.4 UNDERGROUND PIPING WITHIN BUILDINGS
Change paragraph (b) to read as follows:
(b)- Far buildings over six (6) stories in height the underground pipe shall?
be extra heavy cast iron soil pipe, lead or Type K copper.
1301.6 ACID SOIL WASTE PIPING
Delete existing 1301.6 and rewrite as follows:
Acid soil and waste piping for drainage systems shall be of a material as
_Lc...aided by the specifying authority and approved by the manufacturer.
Fittings shall conform to the type of piping used. Acid soil and waste piping
shall not be connected to the oonventignal.plumbing system unless an approved
acid neutralizing device has been installed.
1302.1 SEPARATE TRENCHES
Delete existing Section and rewrite as follows:
The building sewer, when installed in a separate trench from the water service
pipe, shall be cast iron pipe or vitrified clay sewer pipe. Joints shall be
water -tight and root proof, and all materials shall be installed according to
the manufacturer's Provided however, that when vitrified
clay sewer pipe is used, there shall be a minimum of 18 inches of cover in
unpaved areas, and 30 inches of cover in paved areas. (See Appendix "A")
All pipe and fittings shall bear the manufacturer's name or trademark.
1303.3 LARGE PIPING
Delete existing Section 1303.3 and rewrite as follows:
Horizontal drainage piping larger than 3 inch diameter shall be installed with
a fall of not less than 1/8 inch per foot, or as noted in Table 1305.2, or as
provided in Section 1305.8.
TABLE 1304.2 FIXTURE UNITS PER FIXTURE OR GROUP
Additicsral Footnotes to Table 1304.2
1213.6 LAW PRESSURE CUT-OFF
Add after first sentence the following:
in addition a vacuum valve shall be installed above the roof level on a
connected to the suction side of the pump.
pipe
1214.1 HOT WATER DISTRIBUTION PIPING
Add to Existing Section the following:
(a) On hot water piping not more than three (3) fixtures will be permitted on
cne-half (1/2") inch pipe.
or-
1
1215.5 RELIEF OUTLET WASTES Page 14
Delete.risting Section and rewrite as follows:
1. The outlet of a pressure, temperature, or other relief valve shall not be
connected to the drainage system as a direct waste. The pressure and temper-
ature relief valve drain lines shall not be connected into condensate waste lines
fran air conditioning equipment. The drain piping from pressure, temperature
or other relief valves may be discharged as follows:
(a) Solar tat water storage tanks placed above the roof may discharge upon
the roof surface, as stated in (b) and (c).
(b) In cases where a building covers an entire lot, or has a mechanical
equipment roan, the discharge shall be to any suitable plumbing fixture or
floor drain terminating above the floor level except a water closet.
(c) in all other instances except those described in (a) and (b), the
discharge shall be to an observable point outside a building. The terminus of
all drip pipes shall be threadless, and shall be turned dawn with six (6")
inches of ground level.
2. Pressure and temperature relief valve discharge lines from more than one
heater may be connected together without increasing the size, if safe pans do
not connect into the pressure and temperature line, and the total B.T.U. input
does not exceed the following:
1/2 inch drain up to 15,000 B.T.U.
3/4 inch drain up to 150,000 B.T.U.
1 inch drain up to 300,000 B.T.U.
1215.7 SAFE PANS UNDER DATER HEATERS
Delete existing Section "Heaters Over 200,000 BTU/Hr Input", and rewrite as
follows:
(a) All hot water heaters installed in attics or above the first floor
of a building that may cause water dammage shall have pans with drains installed
under the heater.
(b) The drain piping fran safe pans may be discharged as follows:
(a) Bathtub -To be rated as 3 fixture units only when waste and overflow
is 2 inches, not when P-trap alone is 2 inches.
(b) Urinal, wall hung -Syphon jet or blowout shall have fixture unit
rating of 4.
(c) Dishwashing machines -Domestic, that discharge through the trap of a
kitchen sink shall not increase the fixture rating of the sink.
(d) Washing machine -Residential, may be installed on a 1 1/2 inch trap,
nunimum .
1305.8 SANITARY SEWER COLLECTION SYSTEM
Add new Section as follows:
The sanitary sewer collection system shall be designed by an engineer licensed
to practice engineering'in the State of Florida and shall be designed in accord-
ance with good engineering practice and meet the current minimum requirements
of the Florida Air and Water Pollution Control Commission.
1401.3 PIPING ABOVE GrCTJND
Change section to read as follows:
Vent piping shall be cast iron, lead, brass, copper pipe, copper tube of a
weight not less than that of copper drainage tube Type Dwv, plastic piping
or borosilicate glass.
Page ].5
'.44.6 2 VERTICA(. RISE
De c'e existing Sectfor. 1106,2 and rewrite as follows:
Where t"_.. p:pes connect to a horizontal s^il or waste pipe, the '"e:t shall be
•ake:t c,lf ebo.c the center l;:.e of the soil pipe.
1469 1 DISTANCE OF TRAP FROM VENT
Delete ex:stink, Section 1409 1 and rewrite as follows:
Ea1.'1::tic tietrap shall have a protecting vent so located that the scope a.:d :he
'i:`.e.oped length :n the fixture drain from the -trap weir to the ver.t fitting are
.: i)1,::, the requirements set forth in Table 1409 •3-
tu,1 No trap '..::der 2 inches shall be placed more than five (5') horizontal
xe :eloped :eng'n, iron: its vent. The distance shall be measured along the
cee'i`rai lire of the waste or soil pipe from the trap we:r to the vent opening
(to) The :naxrn:um distance of a water close' trap from its vent shall
not exce,d 24" verucal and 36" horizontal.
cc1 The distance of a wall hung urinal trap from" its tent shall not
exceed 24".
Not more than one urinal may be installed on a homzontal waste aim When 2
wall hung •:rinals are connected into a common waste stack, the stacic shall be.
inches ii: diameter and. the waste arms shall be connected ir:to-it dout,'e ' y"
:0cat".C. 10" ..i:`hes ')elow the u_,•.let & said urinal
1403 3 DISTANCE OF FIXTURE 'TRAP FROM VENT
L'ele>e exis"ins Section and rewrite as follows:
SIZE Oi fIXTUlf.c DRAIN DISTANCE TRAP TO VENT
1/4 inch.
1. 1/L. inch
;nWirch
ee
5 feet
5 feet
5 feet
6 fee
15 feet
A 4 11":�'i Coor emt:: may be placed 15 feet troll. n vented house or
b u'J ng dra:r, t'.'itlta.t 1 eventing
141: l SlNULF BATIIctOOIW GROUP;
nx.si.1.„s 11;r, .cc a :Ina paragraph ic; as t:ilo,vs•
(c lion! �ota: wet vents shell not exceed title.":::: (15') le-t anti snail c:.ly
forr tixtt:re drains.
. il2 JILT::C.i
VE.`i: A:
tM" tilt.{i`.1;,i'.i `'i-'Ti:P':
2 .::Ca 4-
2. 1/2. in:h 10'
3 IS'
3z:
.. n. i' IC 1..Y1e1t ainlcs, urinals or press;re
.,.,:,.. tint he a:lowed on a 2 inch vent. Water closets or it\'..:rs
waste openings greater thar. 2 tr.ches o:. a : 1.'2 t:.ell
.re:. , .3 ::.c:eea on a 3 inch vent or 4 ii.ct;... o:. a 4 u.ch ._:u tt a
1.ct t):: :)eri:;:tted.
U t ,L'.,:.:'-S of intersection of fixture we`. ,:(.:. i,3 , Veal. ._..
r cit.::ed :o tilenu._..:uin redairemert for cry `.c:.ts _a'..r •11
n:;••_res. arc? c.n :he same floor level.
1 .11 .1 TATTER VENTI:CG'
LI ftcst c;enter_ce "(except blowout type),"
Page 16
1415 5 FIXTURES BACK-TO-BACK WITH FITTINGS IN HORIZONTAL POSITION
Add new Section 1415 5 as -follows:
1: i;rn .xt.,r- _re .or-'.ected Into one b0_izontal _ch tt;!o'.1ktii it dot•bie v, C Or
s •atiir d(;•):. > E: dr.Ci 1, 8-herid , in 'h itu .. ..•.): t t1 i.;)7it . t shalt
r:`._. 1:Unit el :he fast c;%cure connection !n rctt:oli, lower flc.)r
.cc,r'• = sr.a:. he provided dea with a relief ven•. taken off iron.. t� the ti
ts:
fi:.._ra: cot uecticr. •
1.`• 1, >:":: ! ,-;R..'il1t11! AND LOOP HORIZONTAL filtANCil E',Pita;
e (:?laws:
Sl:...::et. _• of crater closets, pede:.3e.: F'r?.tc.. . _.,et., . r
•t .......:.!.-_i erl:iaiS , or trap-sta.r.daec f.:.tut 9r c.:1:, :' t....,,
bratc'k _._ _ _fixtures — 1eS-;••..,aii'C: _.__...i..,r,.? _____
11; (2) (3)
none tl
_..I: - 2 20
4 :.. C:1 8 60
5 : e, c'.! 16 120
r ....,. 24 leo
:1.1u.' :.iani,al," Report BMS 66, p S0. N :?1 I :er.a
1121.2 SIZE OF INDIVIDUAL, RELIEF, AND CIRCUIT LOOK VEN2c
Delete existing Section and rewrite as follows:
'I be diameter of an individual, relief, circuit or loop ver.: ahali rct he lese than,
u:ie-half the pipe size of the line it is venting, but in no t.a:ie ins:; tl• „n 1 1, 4
incises and shall he determined from its length end the :•.ta: al fixture uil is
cnc.nttcted thetefo, as provided in Table 1421.2.
.1 tVIIERE PERMITTED
I ,:le•te existing Section and rewrite as follows:
:'t.,rc.• branc.hea may be installed on a combined t::a;te su:d .eta stack as
DIAMETER •FIXTURE UNITS MAXIMUM
OF STACKS ON STACKS LENGTH
2 Inch 4 30 f.iet
2 1/2 inch 10 40 feet
3 u,ch 16 :,0 fret
3 1/2 tn,Jh 25 75 feat
4 ir.c:h 32 100 feet
5 inert 50 2O0 feet
1...XC :I'•t
(1) t7:a«: c . I .;:•t: or other fixtures requiring ,. fi:::,r•n:r,er,-:r valve c:n
the water ,upply hhc11 not be permitted.
(2) '!'he combined waste and vent stack shalt txtett :.radar:n+neh d 1a
,.Lae through the roof with no offsets.
t'r) Eltt•,,un .links are not permitted on a 2 trn^, Lu:.,n:r_at 3n •.haste
t4) For cirit,king fountains, the fixture unite, r..;_;; }'e rn.;-easeu 10
tinit-ic ttnt pertritted length increased 2 times as rpt�rrted.
• 1"? 4 1.1t111.Uliai .-;TORM DRAINS
. , til=. , t,c '.<• ""it, ivied clay pipe" and blturntn:7••u
t3Uli.1!I«ti STORM SEWERS
U.' -le the WJrrJ.1 "bituminized fiber pipe."
C.f•z
'Page ] 7
1506.3 EXTERIOR CUTTERS AND DOI'iNSYU:..i S
Delete existing Section :n its entirety, and rett, rite uew Section as follows:
Exterior gutters and downspouts shall be cos ucteo at. a minimum of 16 ounce
hard copper, 26 gauge stainless steel, 26 gauge 6a!vanized steel, .032 aluminum,
or other materials as approved by the Building Inspector. The size of the
downspouts shall be 1 square inch for each 100 sq. ft. of roof area.
CHAPTER XVII. Delete
we 1
Section 3. This Ordinance shall take effect immediately
upon passage.
PLACED ON FIRST READING THIS 12 DAY OF JUNE, 1975.
PLACED ON SECOND, FINAL READING AND PASSED THIS 10 DAY OF JULY, 1975.
ATTEST:
/s/ Dolores R. Walker
Village Clerk
/s/ M. C. Love, Jr.
MAYOR
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