O99-16ORDINANCE NO. 99-/~
AN ORDINANCE OF. THE CITY COMMISSION OF THE
CITY OF BOYNTON BEACH, FLORIDA, AMENDING
LAND DEVELOPMENT REGULATIONS, CHAPTER 20,
BUILDING, HOUSING AND CONSTRUCTION
REGULATIONS; PROVIDING FOR THE ADOPTION OF
THE STANDARD BUILDING, GAS AND MECHANICAL
CODES, 1997 EDITION, AND AMENDMENTS
THERETO: SECOND AMENDMENTS TO THE
STANDARD PLUMBING CODE, 1994 EDITION;
PROVIDING FOR CONFLICTS., SEVERABILI3Y,
CODIFICATION AND AN EFFECTIVE DATE.
WHEREAS, the City Commission and the City Administration have
been engaged in a lengthy project for the review and revision of the
Building Codes of the City; and
WHEREAS, the City Commission has determined that it is in the
best interest of the City, its residents, property owners, and visitors to
revise the regulations of the City which govem construction within the
City; and
WHEREAS, Chapter 533.73, Laws of Florida, provides that the City
Commission for Boynton Beach, Florida shall have the power to adopt
recent editions of and revisions to the Standard Building, Gas and
Mechanical Codes as promulgated by the Southern Building Code
Congress International;
NOW, THEREFORE, BE IT ORDAINED BY THE CITY COMMISSION
OF THE CITY OF BOYNTON BEACH, FLORIDA, THAT:
Section 1: Chapter 20 of the Land Development Regulations is
hereby amended to provide that the Standard Building, Gas and
Mechanical Codes, 1997 Edition, including future editions or revisions as
adopted by the City, are hereby adopted as the minimum Building Codes
for the City of Boynton Beach.
Section 2: That Chapter 1, Administration, as described in
Exhibit "A" attached hereto is incorporated as if herein and replaces
Chapter 1, Administration, in the Standard Building, Gas and Mechanical
Codes, 1997 Edition, and the Standard Plumbing Code, 1994 Edition.
Section 3: That amendments to the Standard Building, Gas and
Mechanical Codes, 1997 Editions, and Standard Plumbing Code, 199~l
Edition, as described in Exhibit "B" attached hereto are incorporated as if
herein.
Section 4: All construction regulation fees as referenced or
described in the various codes are subject to amendment by Resolution by
the City Commission. Currant fee schedules shall be maintained on file in
the Office of the City Clerk and shall be available, without charge, to the
public.
Section 5: That ordinances or parts of ordinances in conflict
herewith be and the same are hereby repealed, provided that in the event
of a conflict with respect to administration of the building codes, existing
administrative laws or rules of the City shall control.
Section 6: Should any section or provision of this Ordinance or
any portion thereof be declared by a court of competent jurisdiction to be
invalid, such decision shall not affect the remainder of this Ordinance.
Section 7: Authority is hereby granted to codify said Ordinance.
Section 8: This Ordinance shall become effective August 1,
1999.
FIRST READING this / day of.]une, 1999.
1999.
SECOND, FINAL READING and PASSAGE /,~day of ~-~'~'
~--~ Commissioner ~
Commissioner
Cit'~Clerk "~
MODEL BUILDING CODE ENFORCEMENT
ADMINISTRATIVE CODE, FOR THE 1997
EDITION OFTHE STANDARD CODES
EXHIBIT "A"
CHAPTER 1
ADMINISTRATION
101 GENERAL
101.1 SCOPE
The provisions of this chapter shai! govern the administration and enforcement of the Standard
Building, Gas, Mechanical and Plumbing Codes, and the National Electrical Code, hereinafter
referred to as the "technical codes," as may be adopted by the state or local jurisdiction.
101.2 TITLE
The provisions of the following chapters shall constitute and
"Administrative Code," herein referred to as "this code."
be known and cited as the
101.3 CODE REMEDIAL
101.3.1 GENERAL. This code is hereby declared to be remedial and shall be construed to secure
the beneficial interests and purposes thereof, which are public safety, health, and general welfare
through structural strength, stability, sanitation, adequate light and ventilation, and safety to life and
property from fire and other hazards attributed to the built environment including alteration, repair,
removal, demolition, use and occupancy of buildings, structures, or premises, and by regulating the
installation and maintenance of all electrical, gas, mechanical.and plumbing systems, which may be
referred to as service systems.
101'3..2 QUALITY CONTROL. Quality-control of matedais and'workmanship is not within the
purview of this code except as it relates to the purposes stated herein.
101.3.3 PERMITTING AND INSPECTION. The inspection or permitting of any building, system or
plan by any jurisdiction, under the requirements of this code, shall not be construed in any court as
a warranty of the physical condition of such building, system or plan or their adequacy. No
jurisdiction nor any employee thereof shall be liable in tort for damages for any defect or hazardous
or illegal condition or inadequacy in such building, system or plan, nor for any failure of any
component of such, which may occur subsequent to such inspection or permitting.
101.4 APPLICABILITY
101.4.1 GENERAL. Where, in any~specific case, different sections of this code specify different
materials, methods of construction or other requirements, the most restrictive shall govern. Where
there is a conflict between a general requirement and a specific requirement, the specific
requirement shall be applicable.
101.4.2 BUILDING. The provisions of the Standard'Building Code shall apply to the construction,
alteration, repair, equipme, nt, use and occupancy, location, maintenance, removal and demolition,
of every building or structure or any appurtenances connected or attached to such buildings or
structures.
101.4.3 ELECTRICAL. The provisions of the National Electrical Code shall apply to the installation
of electrical systems, including alterations, repairs, replacement, equipment, appliances; fixtures,
fittings and appurtenances thereto.
101.4.4 GAS. The proviSions of the Standard Gas Code shall apply to the installation of consumers
gas piping, gas appliances and related accessories as covered in this code. These requirements
apply to gas piping systems extending from the point of delivery to the inlet connections of
appliances, and the installation and operation of residential and commercial gas appliances and
related accessories.
101.4.5 MECHANICAL. The provisions of the Standard Mechanical Code shall apply to the
installation of mechanic, a{ systems, including alterations, repairs, replacement, equipment,
aPpliances, fixtures, fittings and/or appurtenances, including ventilating, heating, cooling, air
conditioning and refrigeration systems, incinerators, and other energy-related systems.
101.4.6 PLUMBING. The provisions of the Standard Plumbing Code shall apply to every plumbing
installation, including alterations, repairs, replacement, equipment, appliances, fixtures, fittings and
appurtenances, and when connected to a water or sewerage system and all aspects of a medical
gas system.
101.4.7 FEDERAL AND STATE AUTHORITY. The provisions of this code shall not be held to
deprive any Federal or State agency, or any applicable governing authority having jurisdiction, of
any power or authority which it had on the effective date of the adoption of this code or of any
remedy then existing for the enforcement of its orders, nor shall it deprive any individual or
corporation of its legal rights as provided by law.
101.4.8 APPENDICES. To be enforceable, the appendices included in the technical codes must
be referenced in the code text or specifically included in the adopting ordinance.
101.4.9 REFERENCED STANDARDS. Standards referenced in the technical codes shall be
considered an integral part of the codes.without separate adoption. If specific portions of a standard
are denoted by code text, only those portions of the standard shall be enforced. Where code
provisions conflict with a standard, the code provisions shall be enforced. Permissive and advisory
provisions in a standard shall not be cc~r~strued as mandatory, The Land Development Regulations
Of the Boynton Beach Code of Ordinances hav. e been adopted by Ordinance 95-02 and shall set
additional construction standards. .'
101.4.10 UNITS OF MEASURE. The inch-pound system of measurement is applicable to the '
provisions of this code. Metric units indicated in parenthesis following inch-pound units are
approximate equivalents and are provided for information purposes only.
102 BUILDING DIVISION
102.1 ESTABLISHMENT
There is hereby established a division to be called the building division and the person in charge
shall be known as the building official. All code officials employed by the division shall be certified
in accordance with Chapter 468, Part XIII, Florida Statutes.
102.2.1 BUILDING OFFICIAL QUALIFICATIONS. The building official shall have at least ten years
combined experience as an architect, engineer, construction code official, contractorror consLruction
superintendent with at least five years of such experience in supervisory positions. The building
official shall be certified as a building official or building code administrator by the State of Florida.
The building official shall be appointed or hired by the applicable governing authority and shall not
be removed from office except for cause after full opportunity has been given to be heard on specific
charges before each applicable governing authority.
102.2.2 CHIEF INSPECTOR QUALIFICATIONS. The building official, with the approval of the
governing authority, may designate chief inspectors to ad minister the provisions of the Building,
Electrical, Gas, Mechanical, and Plumbing Codes. Each chief inspector shall have at least ten
years combined experience as an architect, engineer, construction code official, contractor or
construction superintendent with at least five years of such experience in supervisory positions. The
chief inspector shall be certified for the appropriate trade by the State of Flodda. The chief inspector
shall not be removed from office except for cause after full opportunity has been given to be heard
on specific charges before each applicable governing authority..
102.2.3 PLANS EXAMINER & INSPECTOR QUALIFICATIONS. The building official, with the
approval of the applicable governing authority, may appoint or hire such number of officers, plans
examiners, inspectors, assistants and other employees as shall be authorized from time to time. A
person shall not be appointed or hired as a plans examiner or inspector of construction who has not
had at least five years experience as a building inspector, engineer, architect, or as a
superintendent, foreman, Or competent mechanic in charge of construction, in the corresponding
trade. The plans examiners and inspectors shall be certified through the State of Florida for the
appropriate trade.
102.2.4 DEPUTY BUILDING OFFICIAL QUALIFICATIONS. The building official may designate
as a deputy an employee in the division who shall, during the absence or disability of the building
official, exercise all the powers of the building official. The deputy building official shall have the
same qualifications listed in 102.2.2.
102.3 RESTRICTIONS ON EMPLOYEES
An officer or employee connected with the division, except one whose only connection is as a
member of the board established by this code, shall not be financially interested in the furnishing
of labor, material, or appliances for the construction, alteration, or maintenance of a building,
structure, service, system, or in the making of plans or of specifications thereof, unless he is the
owner of such. This officer or employee shall not engage in any other work which is inconsistent
with their duties or conflict with the interests of the division.
102.4 RECORDS
The building official shall keep, or cause to be kept, a record of the business of the division. The
records of the division shall be open to public inspection.
102.5 LIABILITY
Any current or former officer or employee, or member of the Building Board of Adjustments and
Appeals, charged with the enforcement of this code, acting for the applicable governing authority
in the discharge of their duties, shall not thereby render himself personally liable, and is hereby
relieved from all personal liability, for any damage that may accrue to persons or property as a result
of any act required or permitted in rthe discharge of their duties. Any suit brought against any
current or former officer or employee or member because of such act performed in the enforcement
of any provision of this code shall be defended by the agency or applicable governing authority until
the final termination of the proceedings.
102.6 REPORTS; _
The building official shall sUbmit annually a report covedng the work,of the building division during
the preceding year. He may incorporate in said report a summary of the decisions of the Building
Board of Adjustments and Appeals dudng said year.
103 POWERS AND DUTIES OF THE BUILDING OFFICIAL
103.1 GENERAL
The building official is hereby authorized and directed to enforce the provisions of this code. The
building official is further authorized to render interpretations of this code, which are consistent with
its spirit and purpose.
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103.2 RIGHT OF ENTRY
103.2;1 Whenever necessary to make an inspection to enforce any of the provisions of this code,
or whenever the building official has reasonable cause to believe that there exists in any building
or upon any premises any condition or code violation which makes such building, structure,
premises, electrical, gas, mechanical or plumbing systems unsafe, dangerous or hazardous, the
building official may enter such building, structure or premises at all reasonable times to inspect the
same or to perform any duty imposed upon the building official by this code. If such building or
premises are occupied, he shall first present proper credentials and request entry. If such building,
structure, or premises are unoccupied, he shall first make a reasonable effort to locate the owner
or other persons having charge or control of such and request entry. If entry is refused, the building
official shall have recourse to every remedy provided by law to secure entry.
103.2.2 When the building official shall have first obtained a'proper inspection warrant or other
remedy provided by law to secure entry, no owner or occupant or any other persons having charge,
care or control of any building, structure, or premises shall fail or neglect, after proper request is
made as herein provided, to promptly permit entry therein by the building official for the purpose of
inspection and examination pursuant to this code.
103.3 STOP WORK ORDERS
Upon notice from the building official, work on any building, structure, electrical, gas, mechanical
or plumbing system that is being done contrary to the provisions of this code or in a dangerous or
unsafe manner, shall immediately cease. Such notice shall be in writing and shall be given to the
owner of the property, or to their agent, or to the person doing the work, and shall state the
conditions under which work may.be resumed. Where an emergency exists, the .~uilding official
shall not be required to give a wdtten notice pdor to stopping the work.
103.4 REVOCATION OF PERMITS
103.4.1 MISREPRESENTATION OF APPLICATION. The building official may revoke a permit or
approval, issued under the provisions of this code, in case there has been any false statement or
misrepresentation as to the material fact in the application or plans on which the permit or approval
was based.
103.4.2 VIOLATION OF CODE PROVISIONS. The building official may revoke a permit upon
determination by the building official that the construction, erection, alteration, repair, moving,
demolition, installation, or replacement of the building, structUre, electrical, gas, mechanical or
plumbing systems for which the permit was issued is in violation of, or not in conformity with, the
provisions of this code.
103.5 UNSAFE BUILDINGS OR SYSTEMS
All buildings, structures, electrical, gas, mechanical or plumbing systems which are unsafe,
unsanitary, or do not provide adequate egress, or which constitute a fire hazard, or are otherwise
dangerous to human life, or which in relation to existing use, constitute a hazard to safety or health,
are considered unsafe buildings or service systems. All such un*safe buildings, structures or service
systems are hereby declared illegal and shall be abated by repair and rehabilitation or by demolition
in accordance with this Code. The extent of repairs shall be determined by the building official.
When the building official determines that an unsafe building, structure or service system cannot
be reasonably repaired in accordance with this or the technical codes, it shall be demolished in
accordance with this section.
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103.5.1 PROVIDING NOTICE. When the building offidal determines a building, structure, electrical,
gas, mechanical or plumbing system or portion thereof is unsafe, as set forth in this Code, he shall,
in accordance with established procedure for legal notices, give the owner, agent or person in
control of such building, structure, electrical, gas, mechanical or plumbing system wdtten notice
stating the defects thereof. This notice shall require the owner within a stated time either to complete
specified repairs or improvements, or to demolish and remove the building, structure, electrical, gas,
mechanical or plumbing system or portion thereof.
103.5.2 POSTING. If necessary, such notice shall also require the building, structure, electrical,
gas, mechanical, plumbing systems or portion thereof to be vacated forthwith and not reoccu pied
until the specified repairs and improvements are completed, inspected and approved by the building
official. The building official shall cause to be posted at each entrance to such building a notice
stating: THIS BUILDING IS UNSAFE AND ITS USE OR OCCUPANCY HAS BEEN PROHIBITED
BY THE BUILDING OFFICIAL. Such notice shall remain posted until the required repairs are made
or demolition is completed. It shall be unlawful for any person, firm or corporation or its officers,
agents, or other servants, to remove such notice without written permission of the building official,
or for any person to enter the building, or use such systems except for the purpose of making the
required repairs or of demolishing same.
103.5.3 APPEALS. The owner, agent or person in control shall have the right to appeal from the
decision of the building official, as provided hereinafter, and to appear before the Building Board of
Adjustments and Appeals at a specified time and place to show cause why he should not comply
with said notice.
103.5.4 ABSENT OWNERSHIP. In-case the owner, agent,' or person in control cannot be found
withir{ the stated time limit, or if such owner, agent, or person in control shall fail, neglect, or refuse
to comply with notice to repair, rehabilitate, or to demolish, and remove said building, structure,
electrical, gas, mechanical or plumbing system or portion thereof, the building official, after having
ascertained the cost, shall cause such building, structure, electrical, gas, mechanical or plumbing
system or portion thereof to be demolished, secured, or requiredto remain vacant or unused.
103.5.5 EMERGENCY ACTION. The decision of the building official shall be final in cases of
emergency which, in the opinion of the building official, involve imminent danger to human life or
health or the property of others. He shall promptly cause such building, structure, electrical, gas,
mechanical or plumbing system or portion thereof to be made safe or cause its removal. For this
purpose he may at once enter such structure or land on which it stands, or abutting land or
structures, with such assistance and at such cost as he may deem necessary. He may order the
vacating of adjacent structures and may require the protection of the public by appropriate fence
or such other means as may be necessary, and for this purpose may close a public or pdvate way.
103.5.6 COST, Costs incurred under 103.5.4 and 103.5.5 Shall be charged to the owner of the
premises involved. If charges' are not paid within a ten (lq) day-pedod following the billing
notification sent by certified mail, the owner of the premises will be charged in the following manner:
1. The building official shall assess the entire cost of such vacation, demolition, Or removal
against the real property upon which such cost was incurred, which assessment shall
include, but not be limited to, all administrative costs, postal expenses, newspaper
publication, and shall constitute a lien upon such property superior to all others except taxes.
2. The Agency Clerk shall file such lien in the County's Official Record Book showing the
nature of such lien, the amount thereof and an accurate legal description of the property,
including the street address, which lien shall be effective from the date of filing and recite
the names of all persons notified and interested persons. After three (3) months from the
filing of any such lien which remains un paid, the governing body may foreclose the lien in
the same manner as mortgage liens ars foreclosed. Such lien shall bear interest from date
of abatement of nuisance at the rate of 10 percent per annum for individuals and 15 percent
for corporate owners and shall be enforceable if unsatisfied after the expiration of two years
after the date of filing notice of such lien, as other liens may be enforced by the governing
agency. No lien created pursuant to the provisions of this ordinance may be foreclosed on
real property which is a homestead under Article X, Section 4, of the Flodda Constitution.
103.6 REQUIREMENTS NOT COVERED BY CODE
Any requirements necessary for the strength, stability or proper operation of an existing or proposed
building, structure, electrical, gas, mechanical or plumbing system, or for the public safety, health
and general welfare, not specifically covered bY this or the other technical codes, shall be
determined by the building official.
103.7 ALTERNATE MATERIALS AND METHODS
The provisions of the technical codes are not intended to prevent the use of any matedal or method
of construction not specifically prescribed by them, provided any such alternate has been reviewed
by the building official. The building official shall approve any such alternate, provided the building
official finds that the alternate for the purpose intended is at least the equivalent of that prescribed
in the technical codes, in quality, strength, effectiveness, fire resistance, durability and safety. The
building official shall require that sufficient evidence or proof be submitted to substantiate any claim
made regarding the alternate.
104 PERMITS
104.1 PERMIT APPLICATION
104.1.1 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 electrical, gas, mechanical or
plumbing system, the installation of which is regulated by the technical codes, or to cause any such
work to be done, shall first make application to the building official and obtain the required permit
for the work. Permit applicants shall be propedy qualified under the laws regulating the certification
and licensing of contractors, or be exempt therefrom.
A permit shall be required for, but not limited to, the following as determined by the building offidal:
Buildings/Structures - Construct, erect, enlarge, alter, move, remove, relocate, demolish or
change the occupancy of any building, or portion thereof.
Service Systems - Install, enlarge, alter, repair, improve, remove, convert or replace any electrical,
gas, mechanical, or plumbing system work or cause the same to be done.
Roofing -~ Install, replace,,or resurface roofing, or make repairs.
Windows & Doors - Install or replace windows or doors including frames, shutters, awnings,
canopies, or similar items.
Barriers & Signs - Erect or replace fences, walls, signs, or sign structures.
Antennas, Mast or Poles - Install or replace masts, towers for television or radio receiving-
transmitting antenna extending more than 10 ft above the last anchorage, satellite dish antennas,
flag poles, exterior lighting or similar items.
Pools - Install swimming pool, wading pool, or spas, above or below ground, unless otherwise
exempted.
Fuel Tanks - Install or replace gasoline, fuel, oil, bottled gas, oxygen, nitrous oxide, or similar liquid
or gaseous storage tanks, pumps, and related equipment, above or below ground in a capacity of
more than 5 gallons.
Surfaces - Construct, replace or resurface asphalt or concrete driveways, parking areas,
hardstands, orsidewalks.
Marine Facilities - Install or replace docking moodng facilities for private or commercial water craft,
groins, sea walls, jetties, revetments, or similar structures and facilities related thereto.
Fire Prevention/Suppression - Install, replace, or relocate fire sprinkler, fire alarm, smoke
detection, or similar fire prevention and protection systems and related equipment or
appurtenances.
EXCEPTIONS:
Ordinary minor repairs, installation or replacement may be made with the approval of the
building official without a permit. Installation shall be done in accordance with the
manufacturer's specifications when not in conflict with this or the technical Codes.
Exemption from the permit requirements of this code shall not be deemed to grant
authorization for any work to be done in any manner in violation of the provisions of this
code or the technical codes or any other laws or ordinances of the applicable governing
body.
Building. Building permits may not be required for replacement or repair work having value
of less than $1,000.00, providing, however, that such work will not effect the structural
integrity, fire rating, exit access or egress requirements. In the case of roofing repairs, a
permit may not be required for ~work having a valu~ of less than $500.00.
Mechanical. Permits may not be required for the following mechanical work: ,,
1. any portable heating appliance.
2. any portable ventilation equipment:
3. any portable cooling unit;
4. any steam, hot or chilled water piping within any heating or cooling equipment regulated
by this code.
5. reple, cement of any pa rt which does not alter its approval or make it unsafe.
6. any portable evaporative cooler.
7. any self-contained refrigeration system containing 10 lb or. less of refrigerant and
actuated by motors of I horsepower or less.
Electrical, Gas & Plumbing. In a I & 2 family dwelling, a permit may not be required for
the following:
1. Repair, installation or replacement of common household fixtures to existing energy
supply lines and outlets. Existing energy supply lines shall not be altered or extended.
2. Repair or replacement of common household electrical switches and outlets on the load
side of the electrical source.
3. Repair, installation or replacement of common hoUsehold plumbing fixtures to existing
supply lines and ol~tiets. Existing supply lines shall not.be altered or extended. This does
not include water heaters.
104.1.2 TEMPORARY STRUCTURES. A special building permit for a limited time shall be obtained
before the erection of temporary structures such as construction sheds, seats, canopies, tents and
fences used in construction work or for temporary purposes such as reviewing stands. Such
structures shall be completely removed upon the expiration of the time limit stated in the permit.
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104.1.3 WORK AUTHORIZED. A building, electrical, gas, mechanical or plumbing permit shall
carry with it the right to construct or install the work, provided the same are shown on the drawings
and set forth, in the specif'mations filed with the application for the permit. Where these are not
shown on the drawings and covered by the specifications submitted with the application, separate
permits shall be required.
104.1.4 MINOR REPAIRS. Ordinary minor repairs may be made with the approval of the building
official without a permit, provided that such repairs shall not violate any of the provisions of the
technical codes.
104.1 ~5 INFORMATION REQUIRED. Each application for a permit, with the required fee, shall be
filed with the building official on a form furnished for that purpose and shall contain a general
description of the proposed work and its location. The application shall be signed by the owner, or
an authorized agent. The building permit application shall indicate the proposed occupancy of all
parts of the building and of that portion of the site or lot, if any, not covered by the building or
structure and shall contain such other information as may be required by the building official.
104.1.6 TIME LIMITATIONS. An application for a permit for any proposed work shall be deemed
to have been abandoned 6 months after the date of filing for the permit, unless before then a permit
has been. issued. One or more extensions of time for pedods of not more than 90 days each may
be allowed by the building official for the application, provided the extension is requested in wdting
and justifiable cause is demonstrated.
104.2 DRAWINGS AND SPECIFICATIONS
104~2.1 REQUIREMENTS. When required by the building official, two or more copies of
specifications, and of drawings drawn to scale with sufficient clarity and detail to indicate the nature
and character of the work, shall accompany the application for a permit. Such drawings and
specifications shall contain information, in the form of notes or otherwise, as to the quality of
materials, where quality is essential to conformity with the technical codes. Such information shall
be specific, and the technical codes shall not be cited, as a whole or in part, nor shall the term "legal"
or its equivalent be used as a substitute for specific information. All information, drawings,
specifications and accompanying data shall bear the name and signature of the person responsible
for the design.
104.2.2 ADDITIONAL DATA. The building official may require details, computations, stress
diagrams, and-other data necessary to descdbe the construction or installation and the basis of
calculations. All drawings, specifications and accompanying data required by the building official
to be prepared by an architect or engineer shall be affixed with their official seal.
104.2.3 DESIGN PROFESSIONAL. All drawings, specifications, and accompanying data including
those prepared for townhouses, shall be prepared by a design professional, or be exempt
therefrom. Pursuant to Chapters 471 and 481 F.S., a design professional shall be an architect or
engineer legally registered under the laws of this state regulating the practice of architecture or
engineering and shall affix an official seal to said drawings, specifications and accompanying data. ·
For all other buildings and structures, the submittal shall bear the certification of the applicant that
cites a specific state law exception that permits its preparation by a person not so registered.
EXCEPTION: I & 2 family dwellings may not require a registered architect or engineer, or
a certification that an architect or engineer has performed design services, provided that the
entire dwelling conforms to a prescriptive standard adopted by the governing authority.
This exception does not limit the powers of the building official granted in Section 104.2.2
or elsewhere in this code.
104.2.4 STRUCTURAL AND FIRE RESISTANCE INTEGRITY. Plans for all buildings shall indicate
how required structural and fire resistance integrity will be maintained where a penetration of a
required fire resistant wall,~floor or partition will be made for electrical, gas, mechanical, plumbing
and communication conduits, pipes and systems. Such plans shall also indicate in sufficient detail
how the fire integrity will be maintained where required fire resistant floors intersect the exterior
walls and where joints occur in required fire resistant construction assemblies.
104.2.5 SITE DRAWINGS. Drawings shall show the location of the proposed building or structure
and of every existing building or structure on the site or lot. The building official may require a
boundary line survey, or other survey, prepared by a qualified surveyor. Surveys shall be prepared
in accordance with provisions of Chapters 177 and 472 Florida Statutes, and Rule 61G17, Florida
Administrative Code.
104.2.6 HAZARDOUS OCCUPANCIES. The building official may require the following:
1. General Site Plan. A general site plan drawn at a legible scale which shall include, but
not be limited to, the location of all buildings, exterior storage facilities, permanent access
ways, evacuation routes, parking lots, internal roads, chemical loading areas, equipment
cleaning areas, storm and sanitary sewer accesses, emergency equipment and adjacent
p. roperty uses. The exterior storage areas shall be identified with the hazard classes and
the maximum quantities per hazard class of hazardous materials stored._
2. Building Floor Plan. A building floor plan drawn to a legible scale which shall include,
but not be limited to, all hazardous material~, ~orage facilities'within the building and shall
indicate rooms, doorways, COrridors, exit~, fire rated assemblies with their hourly rating,'
location of liquid tight rooms, and evacuation routes. Each hazardous materials storage
facility shall be identified on the plan with the hazard classes and quantity range per hazard
class of the hazardous materials stored.
104.2.7 QUALITY OF PLANS. The building official may establish, through division policy,
standards for plans and specifications in order to provide COnformity to its record retention program.
This policy may include such things as minimum size, shape, COntrast, clarity, or other items related
to reCOrds management. Submitted drawings shall be executed at a minimum 1/8' equals 1' scale
u pon substantial paper, cloth or other acceptable medium. Exception: Site drawings, vicinity maps,.
profile sheets, key plans and the like may be at smaller scales acceptable to the building official.'
104.3 EXAMINATION OF DOCUMENTS
104.3.1 PLAN REVIEW. The building official shall examine or cause to be examined each
application for a permit and the accompanying documents, COnsisting of drawings, specifications,
computations and additional data, and shall ascertain by such examinations whether the
construction indicated and described is in accordance with the requirements of the technical codes
and all other pertinent laws or ordinances.
104.3.2 AFFIDAVITS. Pursuant to the provisions of Chapter 468 F.S., the building official may
accept a sworn affidavit from a registered architect or engineer stating that the plans submitted
conform to the technical codes. For buildings and structures, the affidavit shall state that the plans
conform to the laws as to egress, type of construction and general arrangement and, if
acCOmpanied by drawings, show the structural design and that the plans and design COnform to the
requirements of the technical codes as to strength, stresses, strains, loads and stability. The
building official may, without any examination or inspection, accept such affidavit, provided the
architect or engineer who made such affidavit agrees to submit to the building official copies of
inspection reports as inspections are performed and upon completion of the structure, electrical,
gas, mechanical, or plumbing systems a certification that the structure, electrical, gas, mechanical,-
or plumbing system has been erected in accordance with the requirements of the technical codes.
Where the building official relies upon such affidavit, the architect or engineer shall assume full
responsibility for the compliance with all provisions of the technical codes and other pertinent laws
or ordinances.
104.4 ISSUING PERMITS
104.4.1 ACTION ON PERMITS. The building official shall act upon an application for a permit
without unreasonable or unnecessary delay. If the building official is satisfied that the work
described in an application for a permit and the contract documents filed therewith conform to the
requirements of the technical codes and other pertinent laws and ordinances, he shall issue a
permit to the applicant.
104.4.2 REFUSAl, TO ISSUE PERMIT. If the application for a permit and the accompanying
contract documents describing the work do not conform to the requirements of the technical codes
or other pertinent laws or ordinances, the building official shall not issue a permit, but shall return
the contract documents to the applicant with the refusal to issue such permit. Such refusal shall,
when requested, be in writing and shall contain the reason for refusal.
104.4.3 SPECIAL FOUNDATION PERMIT. When application for permit to erect or enlarge a
building has been filed and pending issuance of such permit, the building official may, at his
discretion, issue a special permit for the foundation only. The holder of such a special permit is
proceeding at their own risk and without assurance that a permit for the remainder of the work will
be granted nor that corrections will not be required in order to meet provisions of the technical
codes.
104.4.4 PUBLIC RIGHT OF WAY. A permit shall not be given by the building official for the
construction of any building, or for the alteration of any building where said building is to be Changed
and such change will affect the exterior walls, bays, balconies, or other appendages or projections
fronting on any street, alley or public lane, or for the placing on any lot or premises of any building
or structure removed from another lot or premises, unless the applicant has made application at the
office of the agency having jurisdiction for the lines of the public street on which he proposes to
build, erect or locate said building; and it shall be the duty of the building official to see that the street
lines are not encroached upon except as otherwise permitted by the agency or provided for in
Chapter 32.
104.5 CONTRACTOR'S RESPONSIBILITIES
It shall be the duty of every contractor who shall make contract for the installation or repairs of a
building, structure, electrical, gas, mechanical or plumbing system, for which a permit is required
to comply with state or local rules and regulations concerning licensing and inspections which the
applicable governing authority may have adopted.
104.5.1 RESIDENTIAL OWNER/BUILDER. Pursuant to provisio, ns of Chapter 489.503 F.S., a sole
owner may make applicatibn for permit and supervise the work in connection with the construction,
maintenance, alterations, or repairs of a single family or duplex residence for his/her OWN USE
AND OCCUPANCY and not intended for sale. The construction of more than one residence by an
individual owner in any 12 month period shall be construed as contracting and, such owner shall
then be required to be licensed as a contractor.
104.5.2 NON-RESIDENTIAL OWNER/BUILDER. An owner of any building may make application
for a building permit for work not involving structural elements, life safety, or fire protection, in a
building that is for his/her (3WN USE AND OCCUPANCY, and wherein the work does not exceed
$5,000.00 in value, and the total project value including the value of sub-contract work does not
exceed a maximum of $25,000 within any 12 month period. Ail sub-permits shall be obtained by
contractors currently licensed and insured in their respective field.
104.6 CONDITIONS OF THE PERMIT
104.6.1 PERMIT INTENT. A permit issued shall be construed to be a license to proceed with the
work and not as authority to violate, cancel, alter, or set aside any of the provisions of the technical
codes, nor shall issuance of a permit prevent the building official from thereafter requiring a
correction of errors in plans, construction, or violations of this code. Every permit issued shall
become invalid unless the work authorized by such permit is commenced within 6 months after its
issuance, or if the work authorized by such permit is suspended or abandoned for a period of 6
months after the time the work is commenced. One or more extensions of time, for periods not more
than 90 days each, may be allowed for the permit. The extension shall be requested in writing and
justifiable cause demonstrated. Extensions shall be in writing by the building official.
104.6.2 PERMIT ISSUED ON BASIS OF AN AFFIDAVIT. Whenever a permit is issued in reliance
upon an affidavit or whenever the work to be covered by a permit involves installation under
conditions which, in the opinion of the building official, are hazardous or complex, the building official
shall require that the architect or engineer who signed the affidavit or prepared the drawings or
computations shall inspect such work, pursuant to the provisions of Chapter 468, F.S. In addition,
they shall be responsible for confor~i~_ with the permit, provide copies o.f inspection reports as~
inspections are performed, and upon completion make and file With the building official written
affidavit that the work has been done in conformity with the reviewed plans and with the structural
provisions of the technical codes. In the event such architect or engineer is not available, the owner
shall employ instead a competent person or agency whose qualifications are reviewed by the
building official.
104.6.3 PLANS. When the building official issues a permit, he shall endorse, in writing or by stamp,
both sets of plans "Reviewed for Code Compliance." One set of drawings so reviewed shall be
retained by thebuilding official and the other set shall be returned to the applicant. The permit
drawings shall be kept at the site of work and shall be open to inspection by the building official or
an authorized representative:
104.7 FEES
104.7.1 PRESCRIBED FEES. A permit shall not be issued until all fees prescribed in Section 104.7
inclusive have been paid.
104.7.2 PERMIT FEES° For construction that includes building systems, structures, electrical
systems, plumbing syste,ms, mechanical systems, gas systems or other systems involving site
improvements that require a permit, a permit fee and, where applicable, other fees will be
established. These fees will be required to be paid by the applicant before the permit will be issued.
The basis for determining the permit fee is established by City resolution. The City resolution
document rifled Fees for Land Development Related Activities contains the factor used to determine
the permit fee. This factor is identified in the category-titled Building and Construction Permits. The
dollar amount of the permit fee is established by multiplying the value of the construction that is
shown on the plan(s) submitted for permit by the permit fee factor. Permit fees are not refundable.
City resolutions are ratified by the City Commission and periodically may be amended pursuant to
the code, ordinances or regulations that are used to establish a resolution.
104.7.3 OTHER FEES. A permit shall not be issued until all other fees associated with said permit
ara paid. Other fees may include additional fees, penalty fees, water and sewer capital facility fees,
Fire Department fees, Palm Beach County Impact fees and State of Flodda fees. Water and sewer
faCility fees ara established in Chapter 26 of the City of Boynton Beach Code of Ordinances. The
Fira Department fees are established in Chapter 9 of the City of Boynton Beach Code of
Ordinances. The city collects Palm Beach County Impact fees that include fees for Roads, Public
Buildings, Schools and Parks. The city collects State of Florida surcharge fees for the Radon Trust
Fund (radon) and Building Code Administrators and Inspectors Fund (BCAIF).
104.7.4 PLAN FILING FEE. A plan-filing fee shall be paid at the time of filing a permit application.
The plan-filing fee is part of the permit fee and is deducted from the total amount of the permit fee.
The dollar amount of the plan-filing fee is determined by multiplying the estimated dollar value of
the construction that is specified by the applicant on the permit application by the permit fee factor
and then multiply that total dollar amount by thirty (30) percent. The plan-filing fee is not refundable.
104.7.5 WORK COMMENCING BEFORE PERMIT ISSUANCE. Any person who starts work that
raquiras a permit before obtaining the necessary permit(s) shall be subject to a penalty of four times
the permit fee that is required for the work.
104.7.6 PERMIT REVISION AND REVISION FEES. When the applicant changes the construction
from what was illustrated on the permitted plans, or is advised by the building official to ravise plans,
he/she shall complete a permit ravision application form an'd s~ubmit two sets of revised drawings
that depict the proposed.change(s). Fbilowing city approval of the revised working drawings and
the applicant paying the appropriate permit ravision .fee, a permit revision will be issued. The permit
revision will allow the conStruction that'i~ associated with the permit to continue. The dollar amou'nt
of the permit revision fee is established by multiplying the total dollar value of the revised
construction that is identified by the. applicant'0n the permit ravision application by the permit fee
factor. The permit ravision fee is not refundable and the total permit revision fee is' due at the time
the permit revision application is submitted. Final inspection approval shall not be granted for any-
permit that has a permit ravision that has not been issued.
104.7.7 ACCOUNTING. The building official shall keep a permanent and accurate accounting of
all permit fees and other monies collected for a permit. The names of persons upon whose account
the permit was paid, along with the date and amount thereof, will be on racord.
104.7.8 BUILDING PERMIT VALUATIONS
104.7.8.1 VALUE OF CONSTRUCTION. The dollar amount of a permit fee is based on the value
of the construction multiplied by the permit fee factor. The value of construction is the total dollar
value of the following elements: value of work associated with structural, electrical, plumbing,
mechanical, intedor finishes, normal site preparation (excavation and backfill for the building); fees
for architecture and design services; the total of overhead and profit.
104.7.8.2 DETERMINING' VALUE OF CONSTRUCTION. The value of COnstruction is the total
dollar value of all COnstruction proposed with a raquest for permit. The value of COnstruction for new
buildings and/or additions to existing buildings that incraase the floor araa by expanding extedor
walls or adding a story shall be determined by using the higher value between the two following
computed values of construction - the value established by using the current SBCCI Building
Valuation Data chart for average construction or the value that is established by the applicant's
estimate. The applicant's value of COnstruction shall be specified on the permit application. The
value of construction for improvements that are not COnsiderad new buildings and/or additions to
existing buildings shall be the value of COnstruction that is established by the applicant's estimate.
The applicant's value of construction shall be specified on the permit application. The value of
].2 '
construction for improvements not listed or identified in section 104.7.8.1 such as, but not limited
to, site cleadng and grubbing, drainage, site excavation, site fill, irrigation, landscaping, paving, sign,
site lighting and special structural, electrical, plumbing and mechanical systems shall be the value
of construction that is established by the applicant's estimate. The applicant's value of construction
shall be specified on the permit application. The value of construction for all improvements shown
on the plans submitted for permit(s) shall be included in determining the total permit fee. In all
cases, the value of construction estimated by the applicant shall include the dollar value of all the
elements listed in section 104.7.8.1. The SBCCI Building Valuation 'Data is based on the elements
listed in section 104.7.8.1.
104.7.8.3 APPLYING THE SBCCl VALUATION OF CONSTRUCTION. The SBCCl Building
Valuation Data chart is produced twice a year and published in the document entitled Southern
Building. To determine the value of construction using the SBCCI Building Valuation Data chart,
apply the following: find on the chart the Occupancy Classification and Type of Construction that
matches that which is identified on the approved plans submitted for permit, take the average per
foot value for the appropriate occupancy classification and type of construction, and multiply that
dollar value by the regional modifier for Florida and then multiply that total square foot value by the
gross floor area of the building. To determine the value of construction for residential occupancy
classifications, apply 100% of the average per foot value for the gross floor area of living space,
apply 50% of the average per foot value for the gross floor area of garages and other areas as
determined by the building official or his/her designee and apply 25% of the average per foot value
for gross floor area of opened roofed area. The tbuilding valuation data chart includes values for
unfinished basements, fire sprinklers, elevators and, where applicable,-they shall be added to tl'ie
other, values to determine the total value of construction. For special occupancy classifications not
listed in the SBCCl Valuation Chart, the value of construction shall be based on the estimate that
tl~e applicant specifies on the permit application.
104.7.8.4. VALUATION. If, in the opinion of the building official and/or his/her designated
representative, there is a question regarding the valuation of the construction that the applicant
identified on the permit application, the permit shall be denied unless the applicant can provide
wdtten detailed estimates, and/or a bona fide signed contract for the proposed improvements. The
detailed estimates and/or bona fidesigned contract shall meet the approval of the building official
and/or his/her designee.
104.7.8.5 VALUATION ALTERNATIVES. Alternative valuations prepared 'by an independent
expert may be~considered by the building official only when accompanied by proper certification that
the values include all elements defined on the plans submitted for permit.
104.7.8,6 REFUNDS. Refunds may be granted only for the other fees that are collected in
conjunction with. issuing a permit. See section 104.7,3 for a description of other fees. Contact the
building official or his/her designated representative for the procedures that are required to be
followed to request a refund.
105 INSPECTIONS
105.1 EXISTING BUILDING INSPECTIONS
Before iSsuing a permit, the building official may examine or cause to be examined any building,
electrical, gas, mechanical, or plumbing.systems for which an application has been received for a
permit to enlarge, alter, repair, move, demolish, install, or change the occupancy. He shall inspect
all buildings, structures, electrical, gas, mechanical and plumbing systems; from time to time, dudng
and upon completion of the work for which a permit was issued. He shall make a record of every
such examination and inspection and of all violations of the technical codes.
NOTE: Refer Chapter 34 Standard Building Code for additional information on existing buildings.
105.2 MANUFACTURERS AND FABRICATORS
When deemed necessary by the building official, he shall make, or cause to be made, an inspection
of materials or assemblies,at the point of manufacture or fabrication. A record shall be made of
every such examination and inspection and of all violations of the technical codes.
105.3 1NSPECTION SERVICE
The building official may make, or cause to be made, the inspections required by 105, in
accordance with provisions of Chapter 468 F.S. He may accept reports of inspectors of recognized
inspection services, provided that after investigation he is satisfied as to their qualifications and
reliability. A certificate called for by any provision of the technical codes shall not be based on such
reports unless the same are in writing and certified. The building official may require the owner to
employ an inspection service in the following instances:
1. for buildings or additions of Type I or Type II construction
2; for all major structural alterations
3. where the concrete design is based on compressive strength (f'c) in excess of 3,000
pounds per square inch
4. for pile driving
5. for buildings with area greater than 20,000 square foot
6: for buildings more than 2 stodes in height
7. for buildings and structures of unusual design or methods of construction
Such inspector shall be present at all times that work is in progress on the structural frame. Such
inspector shall be a registered architect, or engineer, or other person or agency whose qualifications
are reviewed by the building official. He shall be respOnsible for compliance with the codes, laws,
ordinances, rules and regulations and Shall submit weekly progress reports of the daily inspections
to the building official.
At the completion of the constructiOn Work or proje~:t, such inspector or service shall submit a
certificate of compliance to the building official, stating that the consl~uction work is in compliance with
the codes, laws, ordinances, rules and regulations and in accordance with the permitted drawing.
Final inspection shall be made by the building official or his designee before a Certificate of
Occupancy is issued.
105.3.1 THRESHOLD BUILDINGS
All plans for the building which are required to be signed and sealed by the architect or engineer of
record contain a statement that, to the best of the architect's or engineer's knowledge, the plans and
specifications comply with the applicable minimum codes, laws, ordinances, rules and regulations
and the applicable fire safety standards as determined by the local authority in accordance with this
chapter and Chapter 553 and 633 F.S:
A special inspector shall peE0rm structural inspections on a threshold building pursuant to a structural
inspection plan prepared by the engineer or architect of record. The structural inspection plan must
be submitted to the building division prior to the issuance of a building permit for the construction of
a threshold building. The purpose of the structural inspection plan is to provide specific inspection
procedures and schedules so that the building can be adequately inspected for compliance with the
permitted documents. The special inspector shall inspect the shoring and reshoring for conformance
with the submitted shoring and reshodng plans and permit plans reviewed by the building division.
105.4 INSPECTIONS PRIOR TO ISSUANCE OF CERTIFICATE OF OCCUPANCY OR
COMPLETION
The building official shall inspect or cause to be inspected at various intervals all construction or work
for which a permit is required, and a final inspection shall be medc of every building, structure,
electrical, gas, mechanical or plumbing system upon completion, prior to the issuance of the
Certificate of Occupancy or Completion.
105.5 POSTING OF PERMIT
Work requiring a permit shall not commence until the permit holder or agent posts the permit card in
a conspicuous place on the premises. The permit shall be protected from the weather and located
in such position as to permit the building official or representative to conveniently make the required
entdes thereon. This permit card shall be maintained in such position by the permit holder until the
Certificate of Occupancy or Completion is issued by the building official.
105.6 REQUIRED INSPECTIONS
The building official, upon notification from the permit holder or agent, shall make the following
inspections and such other inspections as necessary, and Shall either release that portion of the
construction or shall notify the permit holder or agent of any violations which must be corrected in
order to comply with the technical codes:
BUILDING
1. Foundation Inspection - to be made after trenches are excavated and forms
erected. ~
2. Frame Inspection - to be made after the roof, all framing; all sheathing, fire
blocking and bracing are in r~l~e, all concealed wiring, all pipes, chimneys, ducts and
vents are complete.
3. Final Inspection - to be made after the building is completed and ready for
ocCupancy.
ELECTRICAL
1. Underground Inspection - to be made after trenches or ditches are excavated,
conduit or cable installed, and before any backfill is put in place.
2. Rough-In Inspection - to be made after the roof, framing, fire blocking and bracing are
in place and prior to the installation of wall or ceiling membranes. .-
3. Final Inspection - to be made after the building is complete, all required electrical fixtures
are in place and properly connected or protected, and the structure is ready for occupancy.
PLUMBING
1. Underground Inspection - to be made after trenches or ditches are excavated, piping
installed, and before any backfill is put in place.
2. Rough-In Inspection., to be made after the roof, framing, fire blocking and bracing are -
in place and all soil, waste and vent piping is complete, and prior to the installation of wall
or ceiling membranes.
3. Final Inspection - to be made after the building is complete, all plumbing fixtures are in
place and properly connected, and the structu re is ready for occupancy.
NOTE: See Section 311 of the Standard Plumbing Code for required tests.
MECHANICAL
1. Underground Inspection - to be made after fi'enches or ditches are excavated,
underground duct and fuel piping installed, and before any backfill is put in place.
2. Rough-In Inspection - to be made after the roof, framing, fire blocking and bracing are in
place and all ducting, and other concealed components are complete, and prior to the
installation of wall or ceil.lng membranes.
3. Final Inspection - to be made after the building is complete, the mechanical system is in
place and properly connected, and the structure is ready for occupancy.
GAS
1. Rough Piping Inspection - to be made after all new piping authorized by the permit has
been installed, and before any such piping has been covered or concealed or any fixtures
or gas appliances have been connected.
2. Final Piping Inspection - to be made after all piping authorized by the permit has been
installed and after all portions which are to be concealed by plastering or otherwise have
been so concealed, and before any fixtures or gas appliances have been connected. This
inspection shall include a pressure test.
3. Final Inspection - to be made on all new gas work authorized by the permit and such
portions of existing systems as may be affected by new work or any changes, to insure
compliance with all the requirements of this code and to assure that the installation and
construction of the gas system is in accordance with reviewed plans.
105.7 WRITTEN RELEASE
Work shall not be done on any part of a building, structure, electrical, gas, mechanical or plumbing
system beyond the Point indicated in each successive inspection without first obtaining a wdtten
release from the building official. Such wdtten release shall be given only after an inspection has
been made of each successive step in the construction or installation as indicated by each of the
foregoing inspections.
105.8 REINFORCING STEEL AND STRUCTURAL FRAMES
Reinfor. cing steel or structural frame ~Work of any part of any building or Structure shall not be.
covered or concealed without first obtaining a releasefrom the building official.
105.9 PLASTER FIRE PROTECTION
In all buildings where plaster is Used for fire protection purposes, the permit holder or agent shall
notify the building official after all lathing and backing is in place. Plaster shall not be applied until
the release from the building official has been received.
105.10 FIRE RESISTANT JOINTS AND PENETRATIONS
The protection of joints and penetrations in required fire resistive construction assemblies shall not
be covered or concealed from view without first obtaining a release from the building official.
105.11 FAILURE TO OBTAIN REQUIRED INSPECTIONS.
The permit applicant's failure to obtain required inspections may necessitate uncovering concealed
work to facilitate inspection. The cost of testing, certification or additional fees shall be bom by the
applicant. In addition, the building official may refuse to issue a building permit or issue a permit
with specific conditions if the local Building Board of Adjustment and Appeals, through a public
hearing which affords due process, has found the contractor guil.ty of a willful building code violation,
fraud or disregard for inspection requirements.
105.12 IMPACT OF CONSTRUCTION.
All construction activity regulated by this code shall be performed in a manner so as not to adversely
impact the condition of adjacent property, unless such activity is permitted to affect said property
pursuant to a consent granted by the applicable property owner, under terms or conditions
agreeable to the applicable property owner. This includes, but is not limited to, the control of dust,
noise, water or drainage run-offs, debris, and the storage of construction materials. New
construction activity shall not adversely impact historic surface water drainage flows serving
adjacent properties, and may require special drainage design complying with engineering standards
to preserve the positive drainage patterns of the affected sites.
106 CERTIFICATES
106.1 CERTIFICATE OF OCCUPANCY
106.1.1 BUILDING OCCUPANCY. A new building shall not be occupied or a change made in the
occupancy, nature or use of a building or part of a building until after the building official has issued
a Certificate of Occupancy. Said certificate shall not be issued until all required electrical, gas,
mechanical, plumbing and fire protection systems have been inspected for compliance with the
technical codes and other applicable laws and ordinances and released by the building official.
106.1.2 ISSUING CERTIFICATE OF OCCUPANCY. Upon satisfactory completion of construction
of a building or structure and installation of electrical, gas, mechanical and plumbing systems in
accordance with the technical codes, reviewed plans and specifications, and after the final
inspection, the building official shall issue a Certificate of Occupancy stating the nature of the
occupancy permitted, the number of persons for each floor when limited by law, and the allowable
load per square foot for each floor in accordance with the provisions of this code.
106.1.3 TEMPORARY/PARTIAL OCCUPANCY. A 30-day temporary/partial Certificate of
Occupancy or Certificate of Completion may be issued for a portion or portions of a building which
may safely be occupied prior to final completion of the building. The building official shall have the
authority, once all life safety issues have been complied with, to require an applicant to provide
adequate cash surety for unfinished work or revision of plans until a permanent Certificate of
Occupancy or Certificate of Completion is granted. The purpose of the cash surety is to insure
completion of work under this permit. Such cash surety shall be equal to one hundred ten percent
(110%) of the estimated value of the remaining work, including labor and material, as deterrninpd
by the design professional. The design professional shall submit a signed and sealed document
attesting to the amount required to cover the cash surety. If work has not been completed and all
finals requested within 90 days of issuance of the initial Temporary/Partial Certificate of Occupancy
or Certificate of Completion, the City retains the right to have the applicant surrender the cash
surety. The City then may use the surety to finish the remaining work. The surety shall be in the-
form of cash money, certified check, or cashiers check. Surety shall be returned upon approval of
all final inspections and upon written request which has been approved by the Building Official.
106.2 CERTIFICATE OF COMPLETION
Upon satisfactory .completion of a building, structure, electrical, gas, mechanical or plumbing
system, a Certificate of Completion may be issued. This certificate is proof that a structure or system-
is complete and for certain types of permits is released for use and may be connected to a' utility
system. This certificate does not grant authority to occupy or connect a building, such as a shell
building, prior to the issuance of a Certificate of Occupancy.
106.3 SERVICE UTILITIES
106.3,1 CONNECTION OF SERVICE UTILITIES. No person shall make connections from a utility,
source of energy, fuel or pqwer to any building or system which is regulated by the technical codes
for which a permit is required, until released by the building official and a Certificate of Occupancy
or Completion is issued. The servicing utility company shall not connect the power supply until
notified by the building official.
106.3.2 TEMPORARY CONNECTION. The building official may authorize the temporary
connection of the building or system to the utility source of energy, fuel or power for the purpose of
testing building service systems or for use under a temporary Certificate of Occupancy.
17
106.3.3 AUTHORITY TO DISCONNECT SERVICE UTILITIES. The building official shall have the
authority to authorize disconnection of utility service to the building, structure or system regulated
by the technical codes, in case of emergency where necessary to eliminate an immediate hazard
to life or property. The building official shall notify the serving utility and, whenever possible, the
owner and occupant of the building, structure or service system of the decision to disconnect prior
to taking such action. If not notified prior to disconnecting, the owner or occupant of the building,
structure or service system shall be notified in writing, as soon as p[actical thereafter.
106.4 POSTING FLOOR LOADS
106.4.1 OCCUPANCY. An existing or new building shall not be occu pied for any purpose which
will cause the floors thereof to be loaded beyond their safe capacity. The building official may
permit occupancy of a building for mercantile, commercial or industrial purposes, by a specific
business, when he is satisfied that such capacity will not thereby be exceeded.
106.4.2 STORAGE AND FACTORY-INDUSTRIAL OCCUPANCIES. It shall be the responsibility
of the owner, agent, proprietor or occupant of Group S and Group F occupancies, or any occupancy
where excessive floor loading is likely to occur, to employ a competent architect or engineer in
comPuting the safe load capacity. All such computations shall be accompanied by an affidavit from
the architect or engineer stating the safe allowable floor load on each floor in pounds per square
foot uniformly distributed. The computations and affidavit shall be filed as a permanent record of
the building division.
106.4.3 SIGNS REQUIRED. In every building or part of a building used for storage, industrial or'
hazardous purposes, the safe floor loads, as reviewed by the building official on the plan, shall be
marked on plates of approved design which shall be supplied and securely affixed by the owner of
the building in a conspicuous place in each story to which they relate. Such plates shall not be
removed or defaced, and if lost, removed or defaced, shall be replaced by the owner of the building.
107 TESTS
The building official may require tests or test reports as proof of compliance. Required tests are to
be made at the expense of the owner, or agent, by an approved testing laboratory or other
approved agency.
108 BUILDING BOARD OF ADJUSTMENT AND APPEALS
108.1 APPOINTMENT
There is hereby established a board to be called the Building Board of Adjustment and Appeals,
which shall consist of seven members and two alternates. The Board shall be appointed by the
applicable governing body~
108.2 MEMBERSHIP AND TERMS
108.2.1 MEMBERSHIP. The Building Board of Adjustment and Appeals shall consist of seven
members. Such board members shall be composed of individuals with knowledge and experience
in the technical codes to include an architect, engineer, general contractor, electrical contractor,
HVAC contractor, plumbing contractor, and any other contractor licensed category. In addition to
the regular members, there should be two alternate members, one member with the qualifications
referenced above and one member at large from the public. A board member shall not act in a case
in which he has a personal or financial interest.
108.2.2 TERMS. The terms of office of the board members shall be staggered so no more than 1/3
of the board is appointed or replaced in any 12 month period. The two altemates, if appointed, shall
serve one year terms. Vacancies shall be filled for an unexpired term in the manner in which
original appointments are required to be made. Continued absence of any member from required
meetings of the board shall, at the discretion of the applicable governing body, render any such
member subject to immediate removal from office.
08.2.3 QUORUM AND VOTING. A simple majority of the board shall constitute a quorum. In
varying any provision of this code, the affirmative votes of the majority present, but not less than
three affirmative votes, shall be required. In modifying a decision of the building official, not less
than four affirmative votes, but not less than a majodty of the board, shall be required. In the event
that regular members are unable to attend a meeting, the alternate members, if appointed, shall
vote.
108.2.4 SECRETARY OF BOARD. The building official shall act as secretary of the board and shall
make a detailed record of all of its proceedings, which shall set forth the reasons for its decision,
the vote of each member, the absence of a member and any failure of a member to vote.
108.3 POWERS
The Building Board of Adjustments and Appeals shall have the power, as further defined in 108.4,
to hear appeals of decisions and interpretations of the building official and consider variances of the
technical codes.
108.4 APPEALS
108.4.1 DECISION OF THE BUILDING OFFICIAL. The owner of a building, structure or service'
system, or duly authorized agent, may appeal a decision of the building official to the Building
Board of Adjustment and Appeals whenever any one of the following conditions are claimed to exist:
1. The building official rejected or refused lo approve the mode or manner of construction
proposed to be followed or materials to be used in the installation or alteration of a building,
structure or service system.
2. The provisions of this code do not apply to this specific case.
3. That an equally good or more desirable form of installation can be employed in any
specific case.
4.. The true intent and meaning of this code or any of the regulations thereunder have been
misconstrued or incorrectly interpreted.
108.4.2 VARIANCES. The Building Board of Adjustments and Appeals, when so appealed to and
after a hearing, may vary the application of any provision of this code to any particular case When,
in its opinion, the enforcement thereof would do manifest injusUce and would be contrary to the spidt
and purpose of this or the technical codes or public interest, and also finds all of the following:
1. That special c~nditions and circumstances exist which are peculiar to the building,
structure or service system involved and which are not applicable 'to others.
2. That the special conditions and circumstances do not result from the action or inaction
of the applicant.
3. That granting the variance requested will not confer on the applicant any special privilege
that is denied by this code to other buildings, structures or service system.
4. That the variance granted is the minimum variance that will make possible the
reasonable use of the building, structure or service system.
5. That the grant of the variance will be in harmony with the general intent and purpose of
this code and will not be detrimental to the public health, safety and general welfare.
108.4.2.1 Conditions of the Variance. In granting the variance, the board may prescribe a
reasonable time limit within which the action for which the vadance is required shall be commenced
or completed or both. In acldition, the board may prescribe appropriate conditions and safeguards
in conformity with this code. Violation of the conditions of a variance shall be deemed a violation
of this code.
108.4.3 NOTICE OF APPEAL. Notice of appeal shall be in wdting and filed within 30 calendar days
after the decision is rendered by the building official. Appeals shall be in a form acceptable to the
building official.
108.4.4 UNSAFE OR DANGEROUS BUILDINGS OR SERVICE SYSTEMS. In the case of a
building, structure or service system which, in the opinion of the building official, is unsafe,
unsanitary or dangerous, the building official may, in the order, limit the time for such appeals to a
shorter period.
108.5 PROCEDURES OF THE BOARD
108.5.1 RULES AND REGULATIONS. The board shall establish rules and regulations for its own
procedure not inconsistent with the provisions of this code. The board shall meet on call of the
chairman. The board shall meet within 30 calendar days after notice of appeal has been received.
108.5.2 DECISIONS. The Building Board of Adjustment and Appeals shall, in every case, reach
a decision without unreasonable or unnecessary delay. Each decision of the board shall also
include the reasons for the decision. If a decision of the board reverses or'modifies a refusal, order,
or disallowance of the build!ng official or varies the application of any provision of this code, the
building official shall immediately take*action in accordance with such decision. Every decision shall
be promptly filed in writing in the office of the building official and shall be open to public inspection.
A certified copy of the decision shall be sent by mail or otherwise to the appellant and a copy shall
be kept publicly posted in the office of the building official for two weeks after filing. Every decision
of the board shall be final, subject however to such remedy as any aggrieved party might have at
law or in equity,
109 SEVERABILITY
If any section, subsection, sentence, clause or phrase of this code is for any reason held to be
unconstitutional, such decision shall not affect the validity of the remaining portions of this code.
110 VIOLATIONS AND PENALTIES
Any person, firm, corporation or agent who shall violate a pi'ovision of this code, or fail to comply
therewith, or with any of the requirements thereof, or who shall erect, construct, alter, install,
demolish or move any structure, electrical, gas, mechanical or plumbing system, or haS erected,
constructed, altered, repaired, mOved or demolished a building, structure, electrical, gas,
mechanical or plumbing system, without full compliance with applicable codes, laws, ordinances,
rules and regulations, shall be guilty of a misdemeanor. Each such person shall be considered guilty
of a separate offense for each and every day or portion thereof during which any violation of any
of the provisions of applicable codes, laws, ordinances, rules and regulations is committed or
continued, and upon conviction of any such violation such person shall be punished within the limits
and as provided by state laws.
J:\SHRDATA~ievelopment~CWA. 1997 Codes~ADMINISTRATIVE CODE-1997.doc
20
PART 1
AMENDMENTS TO-THE STANDARD BUILDING
CODE, 1997 EDITION
EXHIBIT "B"
PART 1 -AMENDMENTS TO THE STANDARD BUILDING CODE, 1997 EDITION
CHAPTER 1
ADMINISTRATION
.Delete Administrative Chapter in entirety, substitute the following-
100 INCORPORATION OF STANDARD. The Model Building Code Enforcement
Administrative Code 1997 Edition, is adopted in Exhibit ~An and is incorporated herein for the
purposes of providing the administrative provisions of the Standard Building Code and these
amendments.
CHAPTER 2.
DEFINITIONS
SECTION 202 - DEFINITIONS
APPLICABLE GOVERNING BODY. A ?jty, county, state, §tare agency, governing body, authority
having jurisdiction, or other political governing subdivision or entity authorized to administer and
enforce the provision of this code, as a~d. opted Or amended. .,
FLooR ELEVATION - For the purpose of flood plain storm water management, the minimum
building floor elevation shall mean the lowest floor elevation, excluding 'garages, patios, and similar
structures/spaces which do not contain equipment relative to the primary structure. The lowest floor
elevation shall be the bottom or lowest surface of an enclosed space including any portion raised--
or depressed within that space. The minimum building floor elevation shall be set at an elevation
conforming to the requirements of Section 3107 - FLOOD PLAIN.
MANUFACTURER'S RECOMMENDATION - Shall mean a published or written document by the
product manufacturer.
CHAPTER 4
SPECIAL OCCUPANCY
SECTION 401 - GENERAL
412 SPECIAL PROVISIONS FOR GROUP B AND GROUP R.HIGH RISE BUILDINGS
412.1 SCOPE.
412.1.1 These requirements shall apply to all Group B and Group R buildings having floor surfaces
used for human occupancy located more than 75 ft (22.9 m) above the lowest level of fire
department vehicle access. Group B and R buildings shall be provided with an approved automatic
sprinkler system in accordance with 412. t 0.
412.9 AREAS OF REFUGE (COMPARTMENT) ALTERNATE.- Delete section in entirety
? I
CHAPTER 9
FIRE PROTECTION SYSTEMS
SECTION 903 - SPRINKLERS
903.5 GENERAL.
Approved automatic sprinkler equipment meeting the requirements of 903 shall be installed in
buildings as follows:
903.5.6. Pursuant to Chapter 553 Florida Statutes, any building three or mom Stories in height.
Exception: Single-family and two-family dwellings.
903.7 OTHER OCCUPANCY SPRINKLER REQUIREMENTS.
903.7.5 GROUP R1 - RESIDENTIAL OCCUPANCY. An approved automatic sprinkler system
shall be provided throughout Group R1 occupancies three or more stories in height.
Delete Exception
903.7.6 GROUP R2 - RESIDENTIAL OCCUPANCY. An approved automatic sprinkler system
shall be provided throughout Group R2 occupancies three or more stories in height.
Exceptions:
Delete Exception 1
2. An automatic sprinkler system complying with NFPA 13R shall be permitted for buildings
not exceeding four stories in height provided the automatic sprinkler system shall not be
considered as an alternate to other requirements of the code. See 90.3.2.
CHAPTER 10
MEANS OF EGRESS
SECTION 1005- SPECIAL EXIT REQUIREMENTS
1005.4 EMERGENCY ESCAPE AND RESCUE OPENINGS
1005.4. 2 OPERATIONAL CONSTRAINTS. The emergency escape and rescue opening shall
be operable from the inside to a full clear opening without the use of separate tools, keys,
special knowledge, or effort. The net clear opening dimensions shall be the result of normal
operation of the opening.
CHAPTER 11
ACCESSIBILITY FOR PEOPLE WITH PHYSICAL DISABILITIES
-Delete chapter in entirety, substitute the following-
INCORPORATION: In accordance with Chapters 120 & 553 F.S., the FLORIDA
ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION, current edition, is
incorporated herein by reference, and shall govern the design and construction of
facilities pursuant to the Florida Americans with Disabilities and Accessibility
Implementation Act.
2
CHAPTER 13
ENERGY CONSERVATION
- Delete chapter in entirety, substitute the following-
INCORPORATION: In accordance with Chapter 553. F.S., the FLORIDA ENERGY EFFICIENCY
CODE FOR BUILDING CONSTRUCTION, current edition, is incorporated herein by reference and
shall govern the design and construction of thermal systems and their operation in all buildings.
CHAPTER 15
ROOFS AND ROOF STRUCTURES
SECTION 1503 - ROOF COVERINGS
1503.1.2 .COVERING.
1503.1.2.2 All roof coverings shall be applied to solid decking or sheathing.
1503.1.2.4 Unless otherwise specified, all required felt underlayment shall comply with ASTM D
226, ASTM D 4869, or ASTM D 4990 as appropriate,
1503.1.2.'5 Cricket or saddle coverings as required by code shall be structurally supported, and
shall be of corrosion resistant metal, approved membrane materials; or of the same material as the
roof_covering. Roof openings with prefabricated or field fabricated curbs, or chimneys larger than
30 inches wide (perpendicular to roof slope) shall have an integral cricket at the high side of the
curb or chimney to facilitate drainage. Prefabricated curbed-skylights shall be installed in
accordance with the skylight manufaCturer's specifications.
1503.1.3 INSULATION
1503.1.3.2 A minimum of 3/4 inch (19.05) insulation'shall be installed over metal decking installed
subject to the manufacturer's flute span table. The bottom layer of insulation shall be mechanically
fastened.
1503.1.4 FASTENERS.
1503.1.4.1 Nails, clips or similar fastening devices shall be hot dipped galvanized, stainless steel,.
non-ferrous metal, or other corrosion resistant material, compatible with the metal it penetrates.
1503.2 FIRE RESISTANCE CLASSIFICATION.
1503.2.5 REQUIREMENTS FOR ROOFS. Roofs on buildings shall have Class A, Class B or Class
C roof coverings, as specified herein. Unclassified wood shingles or shakes may be used as
provided in 1505. Private farm buildings as defined in 411.11 are not regulated by this section.
1503.3 WIND LOADS AND wIND RESISTANCE.
1503.3.2 Roof coverings and systems shall be designed to withstand the appropriate wind loads
prescribed in 1606.
SECTION 1504 - ASPHALT SHINGLES
1504.1.2 Asphalt shingles shall comply with ASTM D 225 or ASTM D 3462, and shall have factory-
applied self-seal stdps or be interlocking. Asphalt shingles shall also comply with ASTM D 3161
STANDARD TEST METHOD FOR WIND RESISTANCE OF ASPHALT SHINGLES with a wind
velocity of 110 mph (49.17 m/s).
3
1504.4.2.3 Asphalt shingles shall be fastened along the rake. Asphalt shingles shall be fastened
and cemented at all valleys, rakes, penetrations, and all vertical projections. Eaves must be
cemented and the metal eave drip shall be installed over the felt.
SECTION 1505 -WOOD SHINGLES AND SHAKES
1505.2.3 SHEATHING. Wood shingles and shakes shall be applied to roofs with solid sheathing.
1505.5.3 WOOD SHINGLES. Roof valley flashing shall be provided of not less than 0.017
(.0432mm) corrosion resistant metal with baked-on enamel coating, 16oz. copper, or 26 ga.
stainless steel, and shall extend at least 8 inches (203mm) from the center line each way. Sections
of flashing shall have an end lap of not less than 4 inches (102mm).
1505.6.3 WOOD SHAKES. Roof valley flashing shall be provided of not less than 0.017
(.0423mm) corrosion resistant metal with baked-on enamel coating, 16 oz. copper, or 26 ga.
stainless steel, and shall extend at least 11 inches (279mm) from the center line each way.
Sections of flashing shall have an end lap of not less than 4 inches (102mm).
1513.3.3 LOOSE LAID/BALLASTED METHOD - Delete section in entirety
CHAPTER 16
STRUCTURAL LOADS'.
--=t606 - WIND LOADS
1606.1 APPLICATIONS
All Buildings, structures and parts thereof shall be designed to withstand the appropriate wind loads
prescribed herein. Decreases in wind load shall not be made for the effect of shielding by other
structures. Wind pressures shall be assumed to act normal to the surfaces considered. The basic
wind speed shall be detemlined using figure 1606, unless otherwise specified.
1606.3 ROOF SYSTEMS
1606.3.1 ROOF DECK. The roof deck shall be designed to withstand the wind pressures
determined under 1606.2 for buildings 60 ff (18.3 m) or less in height, or ASCE 7 for buildings of any
height.
Refer to TABLE 2306.1 as amended, and FIGURE 2306.1 as amended, for Wood
Structural Panel fastening requirements.
1606.4 IMPACTS FROM WIND BORNE DEBRIS
Exterior glazed openings in buildings located either within five miles of the coastal mean high-water
line where the basic wind .speed is greater than 90 rnph or areas where the basic wind speed is
greater than100 mph shall be designed for impacts, in accordahce with 1606.4, as amended. The
large missile impact requirements of 1606.4 shall apply to exterior glazed openings, any portion of
which is located in the lowest 30 feet above grade. Small missile impact requirements of 1606.4
shall apply to exterior glazed openings located more than 30 feet above grade.
Refer to the Coastal Construction Code adopted by each jurisdiction, for other applicable
requirements in the Coastal Construction Control Zone, pursuant to Chapter 161 F. S..
1606.4.1 Exterior glazed openings in buildings with a use factor of 1.15 when designed in
accordance with 1606.2, or classified as category IV when designed in accordance with ASCE 7,
shall be designed and tested in accordance with SBCCl SSTD 12, or shall be protected by products
which meet the requirements of SSTD 12.
4
1606.4.2 Exterior glazed openings in buildings with a use factor less than 1.15 when designed in
accordance with 1606.2, or classified as category II or III when designed in accordance with ASCE
7, shall' be designed and Jested in accordance with SBCCl SSTD 12, or shall be protected by
products which meet the requirements of SSTD 12.
Exceptions:
1. Group A, assembly occupancy buildings and parts thereof designed as open or partially enclosed.
2. Group B, business occupancy buildings and parts thereof designed as open or partially enclosed.
3. Group F, factory/industrial buildings and parts thereof designed as open or partially enclosed.
4. Group M, mercantile occupancy buildings and parts thereof designed as open or partially
enclosed.
5. Group H1 and H2, hazardous storage buildings.
6. Non habitable spaces in group R1, R2, and R3 residential occupancies designed as open or
partially enclosed.
7. Group Sl and S2 storage buildings and parts thereof designed as open or partially enclosed.
8. All enclosed surfaces which are below the 100 year base flood elevation and which are designed
to break away.
CHAPTER 17
STRUCTURAL TESTS AND INSPECTIONS
1706.1 ESTABLISHED TEST PROCEDURES.
AAMA/NWWDA 101/1.S 2-97, Voluntary Specifications for Aluminum, Vinyl (PVC) and.
Wood Windows and Glass Doo~rs.
1707 - MATERIALS AND ASSEMBLY TESTS
1707.4 EXTERIOR WINDOW AND DOOR ASSEMBLIES
The design of window/door pressure shall be calculated in accordance with chapter 16. Each
assembly shall be tested and listed for a time pedod equal to the quantity 3600/V, where the
time period is in seconds and V is in miles per hour taken from figure 1606, or ASCE 7, as
applicable. The time pedod shall include a 10 second pedod at a load equal to 1.5 times the
design pressure. Products shall be tested by an approved laboratory and listed or certified for
compliance by a nationally recognized window/door certification program. All products shall
bear a label verifying certification and indicating the design pressure rating.
1707.4.1 Impact-resiStant exterior glazed window/door assemblies and factory built impact
protective products shall be labeled in compliance with SBCCl SSTD 12.
CHAPTER 18
FOUNDATIONS AND RETAINING WALLS
1804 - FOOTINGS AND FOUNDATIONS
1804.1.1 Foundations shall be built on undisturbed soil or properly compacted fill ~aterial.
Foundations shall be constructed of materials described in this chaPter. All footings and concrete
pads shall be formed full depth.
Exception: Where conditions allow, as authorized by the Building Official.
5
1804.1.9 The minimum building floor elevation at the perimeter of a monolithic foundation at
habitable areas shall be a minimum 4 inches (101.6 mm) above the finish grade.
Exception: When ¢;onstructed in accordance with 1814~3.
: Refer to Chapter 23 for additional clearance requirements for wood siding.
1804.2.2 QUESTIONABLE SOIL. Where the bearing capacity of the soil is not definitely known
or is in question, the building official may require tests or other adequate proof as to the permissible
safe bearing capacity at that particular location. Examination of subsoil conditions shall be made
in accordance with section 1804.2.7 at the expense of the owner.
1804.2.7 SOIL TESTS All soil tests as required in 1804.2.2 shall be made in accordance with this
section. Tests shall be certified by an engineer registered in the State of Florida.
1804.2.7.1 All soil tests shall be substantiated by data complying with standards published by the
American Society of Testing Materials (ASTM), or the American Association of State Highway and
Transportation Officials (AASHTO), and shall be so specified in the soil test report.
1804.2.7.2 All soil tests, and soil test reports, shall contain the following minimum information:
1. A 15 ft Standard Penetration Test (SPT) to determine basic soil bearing capacity required
in TABLE1804.2.7.3 as amended, shall be done in accordance with ^STM-D1586.
2. Soil profiles of the supplemental 10 ft augers required in TABLE 1804.2.7.3 MINIMUM
FREQUENCY OF SOIL TESTS, in order to verify:uniformity of materials.
3. The minimum safe bearing value:of the soil.
4. If deleterious material '(muck, silt, trash.; etc.) must be removed, the report shall contain
detailed specifications for'removal, disposal;.classification of new fill material, test control f~r
backfilling and any other special requirements as may be necessary.
5. If piling is recommended, it shall be so Stated and accompanied by the appropriate piling
specifications.
6. Should additional fill be required within the boundary of the structure, specifications shall
include the proper clearing, grubbing, placement and compaction of the new fill material.
1804.2.7.3 FREQUENCY OF TESTS - Soil tests shall be performed in accordance with
TABLE-1804.2.7~3 MINIMUM FREQUENCY OF SOIL TEST.
TABLE - 1804.2.7.3
MINIMUM FREQUENCY OF SOIL TEST
TYPE LOT 10 fi: AUGER= 15 fi: STANDARD
PENETRATION
Residential isolated lot '- 3 12
Residential UP to 5 adjacent lots 4 I every 3rd3
Residential over 5 adjacent lots 2 I every 4th3
All others6
1. Frequency of test per lot, unless otherwise stated.
2. Located at each comer as remote as possible from each other and within 4 ft of building line.
3. Located at the approximate center of the structure
4. Residential includes 1,2 and 3 family dwellings.
5. Residential developments may test on a site basis with the frequency to be determined by the engineer.
6. Testing shall be determined by accepted engineering standards and practice.
6
CHAPTER 19
CONCRETE
1909.3 ADJACENT TO PROPERTY LINE
1909.3.1. Water from one owner's property shall not drain onto another person's property.
Therefore, no property owner may construct or install a concrete or nonporous slab or ddveway
closer than 2' from the adjoining property line. Exceptions:
1 .Driveway approaches and aprons may extend up to the property line.
2.0-1ot buildable footprint may be constructed up to the property line. Porches, patios, slabs
and pool decks may be constructed up to the property line provided that plans indicate
drainage is directed away from adjacent property lines.
3.Two (2) foot drainage area may be encroached when a design professional provides
documentation and calculations that drainage does not encroach onto adjacent properties.
CHAPTER 20
LIGHT METAL ALLOYS
2001 - STRUCTURAL ALUMINUM
2002.3. All design will be subject to the following special provisions:
1. Sheet metal screws may be used only for connections of secondary 'members. All primary
members will be connected with bolts, pop rivets or other positive connectors. ·
2, Sheet metal screws may be utilized only in shear..Any connectors in tension shall be bolted
or secured with positive connectors.
3, All connector devices shall be rated by load testing by an approved testing laboratory or as
listed in the manufacturers certified published data.
4. Prefabricated solid wall and roof panels shall be tested to comply with provisions of Chapters
16&17
5, All solid roof systems shall be designed for a minimum 20 psf live load.
6. All buildings and structures shall be designed to resist uplift. In the case of placement on
existing slabs and foundations, sufficient information shall be provided by the design engineer
to verify the ability of the slab or foundation to resist uplift loads.
7. Cables are not permissible as required structural supports.
8. Connections to existing walls and/or roofing systems shall be supported by sufficient
information for each case to verify ability of the existing building/structure to support the
additional loads. A minimum 2 inches nominal wood fascia or sub-fascia properly anchored
to the supporting structure shall be required to support an aluminum building/structure
connecting to a wood roof system.
9. All exterior screen walls shall be set back a minimum of 2 inches from the edge of the support
slab. ;
10.Foundations shall be designed in accordance with Chapter 18 of the Standard Building Code,
as amended.
CHAPTER 21
MASONRY
2111 MASONRY CONSTRUCTION
2111.6 WATER STOP - Where exterior hollow masonry units bear on a concrete surface, a I 1/2
inch recess, or other approved water-stop accepted by the building official, shall be provided to
prevent water intrusion.
- 7
CHAPTER 23
WOOD
2304 - I~ROTECTION AGAINST DECAY AND TERMITES
2304.1.2 In territories where hazard of termite damage is known to be very heavy the building
official may require floor framing of naturally durable wood, preservative-treated wood, soil
treatment or other approved methods of termite protection. Where the floor is constructed of a
concrete slab on ground, the building official may require soil treatment under the slab. Termite
treatment of soil under and around a structure's footings and slabs placed on-grade shall be
required prior to placement of concrete. Soil treatments shall be performed in accordance with
requirements of Chapters 482 and 487 Flodda Statutes, and Section 5E-14.106 Florida
Administrative Code.
2304.2 WOOD IN GROUND CONTACT OR EXPOSED TO THE WEATHER
2304.2.5 Clearance between wood siding and earth on the exterior of a building shall be not less
than 6 inches (152 mm). All siding shall be installed in accordance with the manufacturer=s
specifications. Where lath and stucco finish is applied over the exterior of wood framed
construction, an approved weep screed (stucco stop) placed not less than 6 inches (152mm) above
finished grade shall be used to terminate the stucco at the base of the wall.
2304.5 WALLS
2304.5.2 Wood furring strips or other wood framing members attached directly to masonry or
concrete walls shall be approved .naturally durable or pressure treated wood.
8
SECTION 2306
FASTENINGS
TABLE 2306.1
FASTENING SCHEDULE
CONNECTION FASTENER NUMBER OR SPACING
WOOD STRUCTURAL PANEL
WALL SHEATHING AND PARTICLE BOARD WALL SHEATHING
Refer to TABLE 2306.1 in the Standard Building Code 1997 Edition for wall sheathing fastening requirements
WOOD STRUCTURAL PANEL ROOF SHEATHING
Mean Roof Height < 25'
19/32" or greater 8d Common
Zone I & 2
6" o.c. edges and
6" o.c. intermediate
Zone 3
4" o.c. edges and
6" o.c. intermediate
Mean Roof Height 25'- 36' Max.
19/32" or greater
8d Common
Zone 1 & 2
6" o.c. edges and
6" o.c. intermediate
Mean Roof Height < 25'
19/32" - 3/4"
8d Ring-Shank
16ga galvanized wire
staples 3/8" h~inimum crown.
1"leg length, plus panel
Thickness.
Zone 3
4" o.c. edges and
6" o.c. intermediate
Zone ~, 2 & 3
2" o.c. edges and
5" o.c. intermediate
Mean Roof Height '25'- 35 Max.'
16ga galvanized wire
staples 3/8" minimum crown.
1"leg length, plus panel
thickness.
Zone I & 2
2" o.c. edges and
5" o.c. intermediate
Zone 3
Not permitted
9
Fiaure 2306.1 WOOD STRUCTURAL PANEL ROOF FASTENING ZONES
1 - Interior nailing zone
2 - Perimeter nailing zone
3- Edge nailing zone
'_L__I_.
I
I t
! I
1' I
~' (Ir~ma~g ~' mmmmo)
10
SECTION 2307
FLOOR FRAMING
TABLE 2307.6B
ALLOWABLE SPANS AND LOADS FOR WOOD STRUCTURAL PANEL SHEATHING AND
SINGLE FLOOR GRADES CONTINUOUS OVER TWO OR MORE SPANS WITH LONG
DIMENSION PERPENDICULAR TO SUPPORTS ~,6,T
Sheathing Grade Roof Floor
Span Panel Thickness (in) Maximum Span (in) Load (psf)
Rating
Maximum
Roof/Floor Span With Edge Without Total Live Span (in)
Supported Edge Load Load -
~ Support
32/16 5/8 32 28 40 30 16
40/20 19/32, 5/8, 3/4, 7/8 40 32 40 30 20
48/24 32/32, 3~4, 7/8 48 36 ~ 45 35 24
54/32 7/8,.1 .. 54 40 45 35 32
60~48 7/8, 1, 1-1/8. 60. .. 48 45 35 48
Single Floor Grade Roof Floor
Span Panel Thickness (in) Maximum Span (in) Load (p$f)
Rating Maximum
With Edge'. Without Total Live Span (~
Supported Edge Load Load
~ Support
16o.c. 19/32, 5/8 24 24 50 40 16
20o.c. 19/32, 5/8, % 32 32 40 30 20
24o.c. 23~32, % 48 36 35 25 24 - -
32o.c. 7/8, I 48 40 50 40 - 32
48o.c. 1-3/32, 1-1/8 ~' 60 48 50 40 48
I in = 25.4 mm
1 psf = 47.8803 Pa
Notes, TABLE 2307.6B:
1. The allowable loads were determined using a dead load of 10 psf. If the dead load exceeds 10 psf then
the live load shall be reduced accordingly.
2. Tongue-and-groove edges, panel edge clips (one midway between each support, except two equally
spaced between supports'48 inches on center), lumber bloCking, or other. Onty lumber blocking shall.
satisfy blocked diaphragm requirements.
3. For 2-inch panels maximum span shall be twenty-four inches.
4. Maximum framing space shall be 24 inches on center for floors where 1-1/2 inches of cellular or lightweight
concrete is applied over the panels.
5. Maximum frame spacing shall be 24 inches on center where 3/4-inch wood strip flooring is installed at right
angles to joist.
6. Shall apply only to panels 24 inches or wider.
7. In no case shall any roof sheathing be less than 32/16 - 19/32 inch Wood Structural Panels in spans_16
inches or more on center.
? 11
SECTION 2309
ROOF AND CEILING FRAMING
TABLE 2309.3A
ALLOWABLE LOAD (PSF) FOR WOOD STRUCTURAL PANEL ROOF SHEATHING OVER
TWO OR MORE SPANS AND
LONG DIMENSION PARALLEL TO SUPpORTs
(Wood Structural Panels are 5-ply, 5-layer unless otherwise noted) 4.3
THICKNESS MAXIMUM LOAD AT MAXIMUM SPAN
SPAN (pst~
PANEL GRADE (inches) SPAN RATING (inches) LIVE TOTAL
Structural I 19/32, 5/8 40~20 24 70 80
24 9O 100
Sheathing 23~32, 3/4 48~24
Sheathing
19/32 40/20 24 402 502
5/8 32/16, 40120 24 452 552
23/32, 3/4 40/20, 48/24 24 602 652
1 inch = 25.4mm
1 psf = 4.882 kg/rr~2.
Notes:
1. Uniform load deflection limitations: 1/180th of span under live load plus dead load, 1/240th live load only.
Edges shall be blocked with lumber or other approved type of edge supports.
2. For composite and 4-ply plywood panels, load shall be mducad by 15 psf.
3. In no c;se shall any roof sheathing be less than 32/16 - 19/32 inches plywood in spans 16 inches or more
on center.
CHAPTER 24
*" GLASS AND GLAZING
2405 - IMPACT, WIND, AND OTHER LOADS
2405.3 WIND, SNOW, AND DEAD AND IMPACT LOADS
2405.1.1 Exterior glazed openings shall be designed for impacts from windbome debris in
accordance with 1606.1 and 1606.4. as amended
2405.2 HAZARDOUS LOCATIONS
2405.2.1(6)- Delete
CHAPTER 31
SPECIAL CONSTRUCTION
SECTION 3107 FLOOD PLAIN
-Delete section in entirety, substitute the following-
This section pertains to all construction located within the regulatory flood plain. The minimum
building floor elevation (lowest floor elevation) of all structures shall be elevated to a height in
accordance with the following:
3107.1 STRUCTURES CONNECTED TO UTILITY SEWER SYSTEMS
3107.1.1 Single-Family and Two-Family Structures.
The minimum building floor elevation shall be as determined by the South Florida Water
Management District's surface water management development regulations, based upon
highestl00-year base flood elevation applicable to the development site. In no case shall
lowest floor elevation be less than 12 inches (305mm) above the crown of the road, unless
otherwise determined by the applicable governing authority..
3107.1.2 Multi-FamilY and Commercial Structures.
The minimum building floor elevation shall be set by the design professional-of-record,
established above the highest 100-year base flood elevation applicable to the building site, as
determined by the South Florida Water Management District's surface water management
construction .development regulations. The minimum building floor elevation shall be specified
by the design professional on the permit documents.
31'07.2 STRUCTURES CONNECTED TO SEPTIC TANK
3107.2.1 Single-Family and Two-Family Structures.
The minimum building floor elevation shall be set at 24 inches (610mm) above the drainfield-
pipe's invert elevation (lowest point) as determined by the Palm Beach County Public Health
Unit (PBCPHU).
Exception: The minimum building floor elevation may be lowered, at the approval of the building
official, based upon a calculation method provided by the applicant which demonstrates
sufficient height above the drainfield-pipe's invert elevation as determined by the PBCPHU
(maximum reduction of 6 inches (152.4mm). .
3107.2.2 Multi-Family and Commercial Structures
Minimum building floor elevation Shall be set by the design professional-of-record at the
necessary height above the drainfleld-pipe's invert elevation (lowest point) as determined by the
PBCPHU. Said minimum building floor elevation shall be specified by the design professional
on the permit documents.
In addition to the above, refer to Boynton Beach Code of Ordinances, Land Development
Regulations, Chapter 20, Article VII.
SECTION 3403 - EXISTING
DISABILITIES
Refer FLORIDA
EDITION.
CHAPTER 34
EXISTING BUILDINGS
BUILDING ACCESSIBILITY
FOR PEOPLE WITH PHYSICAL
-Delete section in entirety-
ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION, CURRENT
CHAPTER 35
REFERENCE STANDARDS
STANDARD DESIGNATION
SBCCI Test Standard for Determining Impact
Resistance from Windbome Debris, SSTD 12-97
ASTM D 3161 - Standard Test Method for Wind-Resistance
of Asphalt Shingles, with a wind velocity of 110 mph (49.17 m/s)
SECTION
1606.4.1, 1606.4.2,
1707.4.1, amended
1504.1.2
J:\SHRDATA\Development~CWA- 1997 Codes\BUILDING CODE AMENDMENTS-1997.doc
PART 2
AMENDMENTS TO THE STANDARD GAS CODE,
1997 EDITION
PART 2- AMENDMENTS TO THE STANDARD GAS CODE, 1997 EDITION
CHAP'I ER 1
ADMINISTRATIC~N
-Delete administrative section in entirety, substitute the following-
100 INCORPORATION OF STANDARD. The Model Building Code Enforcement
Administrative Code, 1997 Edition, is adopted in Exhibit "A" and is incorporated herein
for the purposes of providing the administrative provisions of the Standard Gas Code and
these amendments.
~\CH~dAIN~HRDATA~velopment~CWA- 1997 Codes\GAS CODE AMENDMENTS-1997.doc
1
Part 3
. SECOND AMENDMENTS TO THE STANDARD.
PLUMBING CODE, 1994 EDITION
PART 3 - SECOND AMENDMENTS TO THE STANDARD PLUMBING CODE, 1994 EDITION
CHAPTER 1
ADMINISTRATION
-Delete administrative section in entirety, substitute the following-
100 INCORPORATION OF STANDARD. The Model Building Code Enforcement
Administrative Code, 1997 Edition, is adopted in Exhibit WA" and is incorporated herein for the
purposes of providing the administrative provisions of the Standard Plumbing Code and these
amendments.
GENERAL REGULATIONS
301 - GENERAL
301.12 SERVICE ACCESSIBILITY
All appliances and equipment shall be accessible for service and removal. Appliances and
equipment installed in attics shall have a 24 inch runway from the attic access to the service area.
All electrically operated plumbing appliances installed in attics, in a furred space or on a roof shall
have an accessible disconnect switch and a 110/220 volt AJC ground!ng type convenience outlet
convenient to the equipment. In*the attic, a light, located at the service Side of'the equipment,.
controlled by a switch located at the. required passageway opening shall be provided.
301.13 MEDICAL GAS AND VACUUM SYSTEMS
Where medical gas and vacuum systems are installed, the piping, outlets, manifold rooms and
storage rooms shall be installed in accordance with the requirements of NFPA 99C, 1996.
304 - PROTECTION OF PIPES
304.8 SPECIAL MATERIALS Cleanouts and valve boxes, located in traffic areas shall be
protected from the anticipated traffic load.
310 -~HANGERS AND SUPPORTS
310.3 HORIZONTAL PIPING
310.3.2 CAST IRON SOIL PIPE Cast iron soil pipe shall be supported at not more than 5 ff (1524
mm) intervals on 5 ft. (1524 mm) lengths and 10 ft (3048 mm) intervals on 10 ft (3048 mm) lengths.
Hangers shall be located .as near hubs as possible. No-Hub pipe over 5 ff in length shall have
supports provided on botl'i sides of all couplings.
310.3.8 IN GROUND All soil or waste piping installed under a specially designed slab or under a
building on piles required because of poor sub-soil conditions, shall be hung on the slab with a
minimum 1/4 inch steel rod or equivalent protected against corrosion. Spacing of hangers shall be
in accordance with 310.3.
1
311.2.1
311 - TEST (CONT)
ADD: Exception: Other industry recognized and accepted test methods or
procedures, comparable in effectiveness, may be utilized, subject
to the evaluation and acceptance of the Plumbing Official.
CHAPTER 4
PLUMBING FIXTURES
409.8 SHOWER COMPARTMENTS
409.8.2 CONSTRUCTION Floors under shower compartments shall be laid on a smooth and
structurally sound base and shall be lined and made watertight with sheet lead, copper or other
acceptable materials. Shower compartments located in basements, cellars, or in other rooms in
which the floor has been laid directly on the ground surface need not be lined.
Pan liners for built-in-place tubs shall also be made of lead, copper or other approved matedal and
shall extend to a point 2 inches above the tub overflow. All lead and copper pans where in contact
with masonry materials shall be protected against deterioration by completely coating with an
as phalt base material, type 30 felt paper or other approved matedalo
Under the following conditions, shower compartments and built-in-place tubs are not' required to
have pans; on the first floor only where the floor construction consists of concrete, the pan may be
formed by recessing the shower floor~atJeast 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 2
inches below the rough floor line. For shower compartment not over 6 inches, deep, floor recess
shall be poured monolithically with the floor slab. The floor recess must be totally contained within
the concrete floor slab. Block walls are not permitted to be a part of any floor recess greater than
I 1/2 inches, unless a pan liner is installed.
CHAPTER 5
WATER HEATERS
501.4 WATER HEATERS AS SPACE HEATERS - Delete section in entirety
503 - STANDARDS
503.4 WATER HEATER TEMPERATURE CONTROL SETTING - Water heater temperature
settings shall conform to the State of Florida Energy Efficiency Code for Building Construction,
current edition, ;.
507 - SAFETY DEVICES
507.6 RELIEF OUTLET WASTE
The outlet of a pressure, temperature, or other relief valve shall not be directly connected to the
drainage system. The pressure and temperature relief valve drain lines shall not be connected into
condensate waste lines from air conditioning equipment. The drain piping from pressure,
temperature or other relief valves may be discharged as follows:
1. Solar hot water storage tanks or solar collectors placed above the roof may discharge upon
the roof surface, as stated in 2 and 3.
2
2. In cases where a building covers an entire lot, or has a mechanical equipment room, the
discharge shall be to any suitable plumbing fixture (except a water closet) or floor drain
terminating above the floor level.
3. In all other instances except those described in I and 2, the discharge shall be to an
observable point outside a building, the terminus of all drip pipes shall be threadless, and
shall be turned down within 6 inches of ground level.
507.6.1 Pressure and temperature relief valve discharge lines from more than 1 heater may be
connected together without increasing the size if B.T.U. input does not exceed the following:
1.1/2 inch drain up to 15,000 B.T.U.
2. 3/4 inch drain up to 150,000 B.T.U.
3:1 inch drain up to 300,000 B.T.U.
507.8 SAFETY PANS AND RELIEF VALVE WASTE
507.8.1 When water heaters or hot water storage tanks are installed in remote locations such as
suspended ceiling spaces, attics, or above the ground floor area of multi-story buildings, the tank
or heater shall rest in a galvanized steel or other metal pan of equal corrosive resistance having a
thickness at least equal to 0.0276-inch (0.7 mm) galvanized sheet steel.
Exception: Electric water heaters may rest in a high impact plastic pan of at least 1/16 inch
(1.6 mm) thickness.
507.8.2 Safety pans shall be no less than 1/2 inch (38 mm) deep ~nd shall be of sufficient size and
shape to receive all drippings or condensate from the tank or heater. The pan'shall be drained by
an indirect waste pipe no less than 3/~' inch diameter.
507.8.4 The discharge from the relief valve shall be piped full-size separately to the outside of the
building or to an indirect waste receptor so that any discharge can cause no personal injury or
property damage and can be readily observed by the building occupants. In no case shall the
discharge from a relief valve be trapped against the valve.
CHAPTER 6
WATER SUPPLY AND DISTRIBUTION
607 - SIZING OF WATER DISTRIBUTIONSYSTEM
607.7 VARIABLE STREET PRESSURES
When the street main has a wide fluctuation in pressure, the water distribution system shall be
designed for minimum pressure available. No more than 2 fixtures shall be supplied with a 2. inch
cold water supply. No more than 4 fixtures shall be supplied, with a 2 inch hot water supply.
611 - WATER DISTRIBUTION PIPE, TUBING AND FITTINGS
611.2 MATERIALS ABOVE GROUND
Materials for water distribution pipes and tubing shall be brass, copper water tube minimum type
M, stainless steel water tube minimum Grade H, cast iron pressure pipe, chlorinated polyvinyl
chloride (CPVC), polybutylene (PB) or cross-linked polyethylene (PEX) plastic pipe or tubing, all to
be installed with approved fittings; except that changes in direction in'copper tube (ASTM B 88) may
be made with bends having a radius of not less-than four diameters of the tube, providing that such
bends are made by use of forming equipment which does _not deform or create a loss in
cross-sectional area of the tube.
3
611.3 MATERIALS BELOW GROUND
Inaccessible water distribution piping under slabs shall be copper water tube minimum type L,
brass, cast iron pressure, pipe, chlorinated polyvinyl chloride (CPVC), polybutylene (PB) or
cr~ss-iinked polyethylene (PEX) plastic pipe or tubing, all to be installed with approved fittings or
bends. Any material subject to corrosion shall be protected when used in corrosive soils.
616 SOLAR ENERGY UTILIZATION
Solar energy systems used for heating potable water or using an independent medium for heating
potable water shall comply with the applicable requirements of this code. The use of solar energy
shall not compromise the requirements for cross connection or protection of the potable water
supply system required by this code. Solar energy systems shall also meet the applicable
requirements of the Standard Building Code, Standard Gas Code, Standard Mechanical Code and
the locally adopted energy code.
Drawings shall be submitted with the plumbing permit application showing piping schematic, roof
penetrations, and solar collector mounting details. Temperature and Pressure (T&P) valves shall
terminate onto the roof for serviceable observation. Solar collectors shall be certified by the Florida
Solar Energy Center.
708 - CONNECTIONS BE'rWEEN DRAINAGE PIPING AND FIXTURES
708.1 Connections between drainage p~ing and floor outiet plumbing fixtures shall be made by
means of an approved -flange which is attached to the drainage piping in accordance with the
provisions of this chapter, -The 4x3 closet flange shall be attached to the outside diameter and not
to the inside diameter of the drainage piPing. The floor flange shall be set on and securely
anchored to the building structure.
Exception: Closet flanges may be attached to the inside di~neter when specified by a_
model building code research and evaluation report (i.e. SBCCI, CABO, or equivalent).
CHAPTER 8
INDIRECT AND SPECIAL WASTES
804 - INDIRECT WASTE CONNECTIONS
804.3 WATER SUPPLY AND AIR CONDITIONING UNITS
Indirect waste connections shall be provided for drains, overflows, or relief vents from the water
supply system or air conditioning units. Air conditioning condensate drains may terminate in the
following methods. Refer to the Standard Mechanical Code (SMC), section 304, for other specific
requirements:
1. To the atmospl'{ere at grade. (for units 3 tons and smaller capacity per SMC 304.8.3).
2. Into dryweils.(units larger than 3 tons per SMC 304.8.3)
3. Connection at ground floor level of the storm drainage system.
4. Indirect waste over suitably vented and trapped fixtures only upon approval of the
plumbing official. Refer Section 713.3 for allowable continuous flow.
5. Condensate drains shall vent to atmosphere, preferably at roof eve, on multiple story
buildings where 2 or more air handling units are connected to a common condensate
riser. Multiple air handling units in one (1) equipment room need not be vented.
Condensate drain lines shall be insulated to prevent dripping where such dripping could
cause a hazard.
4
6. All water from air conditioning systems, of any building, designed or constructed to flow
by gravity over any public property or space, or adjacent pdvate property, shall be
carried by means of approved conductors under the sidewalk and through the curb to
a gutter. However, if a storm sewer or catch basin is available, the plumbing official may
require the air conditioning system waste water to be collected and routed by means of
a conductor/s connected to the available storm sewer or catch basin.
807.5 SWIMMING POOLS
Piping carrying waste water from swimming or wading pools, including pool drainage, backwash
from filters, water from scum gutter drains Or floor drains which serve walks around pools, shall be
installed as an indirect waste utilizing a circulation pump, if necessary, when indirect waste line is
below the sewer grade. Pool waste water, including deck drains around pools, shall 'not discharge
into the sanitary sewage system.
Note: Refer to SWIMMING POOL & SPA CODE for additional pool piping requirements.
CHAPTER 9
VENTS
903 - MATERIALS
903.3 PIPING ABOVE GROUND
Vent piping shall be of cast iron, lead, brass or copper pipe, copper tube'of a weight not less than'
that.of Copper drainage tube Type DWV, plastic piping, or borosilicate glass.
908 - FIXTURE VENTS
908.1 TABLE
DISTANCE OF FIXTURE TRAP FROM VENT
SIZE OF FIXTURE SIZF OF FALL MAXIMUM DISTANCE
DRAIN TRAP FROM TRAP
(inches) (inches) (in/fi)
I 114 1 114 1/4 3 ft 6 in
I 1/2 I 114 114 5ft
I 112 I 1/2 114 5ft
2 I 112' 114 8ff
2 2 114 6ft
3 3 118 lOft
4 4 118 12ft
I in = 25.4 mm
~ 1 ft= 0.3048 m
* or 2" trap with I tl2" fixture outlet
911 - WET VENTING
911.1 SINGLE BATHROOM GROUPS
911o1.1 ~Horizontal wet vents shall not exceed 15 ft and shall receive discharge from fixture drains
only.
911.1.2 Vertical wet vents connecting to a horizontal wet vent shall not exceed 6 ft.
5
911.1.3 Two water closets on a horizontal section may be vented by a vent stack taken off between
the 2 water closets, providing the vent intersection is within 5 ff horizontal developed length from each
water closet vertical outlet and all fixtures are on the same story level.
1103 MATERIALS
1103.1 INSIDE CONDUCTORS INCLUDING ABOVE GROUND STORM DRAINS
Conductors placed within buildings or run in vent or pipe shafts shall be aluminum, cast iron,
galvanized steel, brass, lead, copper tubing of a weight not less than that of copper drainage tube
Type DWV, copper pipe, or Schedule 40 plastic pipe.
J:\SHRDATA~)evelopment~CWA. 1997 Code~2nd PLUMBING CODE AMENDMENTS-1994.doc
6
PART 4
AMENDMENTS TO THE' STANDARD
MECHANICAL CODE, 1997 EDITION
PART 4 - AMENDMENTS TO THE STANDARD MECHANICAL CODE, 1997 EDITION
CHAPTER 1
ADMINISTRATION
- de lete administrative section in entirety, substitute the following-
100 INCORPORATION OF STANDARD. The Model Building Code Enforcement
Administrative Code, 1997 Edition, is adopted in Exhibit WA" and is incorporated herein for the
purposes of providing the administrative provisions of the Standard Mechanical Code and these
amendments.
CHAPTER 3
GENERAL REQUIREMENTS
301 GENERAL
301.1 SCOPE
301.1.1 HVAC equipment shall be installed in accordance with this code and the Florida Energy
Efficiency Code for Building Construction, as currently adopted by the State of Florida Department
of Community Affairs.
304 - INSTAl*LA?tON OF HVAC AND REFRIGERATION
EQUIPMENT
304.2 ACCESSIBILITY FOR SERVICE
304.2.5 Every appliance located on a roof of a building shall be installed on a substantial level
platform. Mechanical units for newly constructed buildings shall be mounted on pipe standards
or curbs, beneath which roofing materials will extend, and shall be mounted to a height
sufficiently above the roof to allow the installation of the roof system, and for repairs beneath the
unit. Such mounting height shall be a minimum of 18 inches.
304.4 ATTIC INSTALLATION
304.4.2 All air conditioning and heating equipment installed in an attic or furred space shall have
an accessible disconnect switch and a 110-120 volt a/c grounding type convenience outlet,
convenient to the general equipment area. In an attic, a light located on the service side of the
equipment which is controlled by a switch located at the required passageway opening, shall be
provided.
304.4.3 Appliances instalJed in attic spaces shall be supported from the top chords of trusses, or
roof framing, or as desigried by a professional engineer.
304.6.4 All appliances installed on roofs shall be provided with vibration isolation.
CHAPTER 6
DUCT SYSTEMS
610 FIRE PROTECTION OF DUCTS
Fire dampers are not required under the following conditions:
In openings in floors of buildings which do not require protected floor openings.
Where branch ducts connect to return risers in which the air is upward and subduct at least
22 inches (559 mm) long are carried up inside the riser at each inlet. Subduct must be a
minimum of 26 ga. galvanized or equivalent. Risers which are subject to moisture shall be
lined with suitable material to prevent deterioration of drywall enclosure.
In duct systems of any duct material or combinations thereo~' allowed by Chapter 6 of this
code penetrating I hour walls or partitions, where the duct penetrating the rated wall or
partition meets the following minimum requirements:
a. the duct shall not exceed 100 sq inches (0.0645 r~2),
b. the duct shall be of 0.0217 inch (0.55 mm) minimum steel,
c. the duct shall continue with no duct openings for not less than 5 ft(1524 mm) from the
rated wall, and
d. the duct shall be installed above a ceiling.
610.1 FIRE DAMPERS
610.1.3 EXCEPTIONS.
1.
2.
When w~il registers occur at the rated wall, a ~re dam per shall be' required.
{~ HAPTER 12
HYDRONIC PIPING
1201 - GENERAL
'! 201.~ W!~TER-COOLING TOWERS AND CONDENSERR
1201.3.3 All mechanical equipment, when installed at grade level, shall be properly supported and
anchored to a concrete base or equivalent but stable surface not less than 3 inches above grade.
CHAPTER 15
SOLAR SYSTEMS
1504 - DESIGN CRITERIA
1504.1 GENERAL
The engineering design of passive and active solar systems shall be in accordance with acceptable
engineering practice, and standai'ds as listed in the applicable codes and standards adopted by the
mechanical official. Where a primary fossil fuel or electric energy system with total capacity to satisfy the
energy required is provided, and provisions are made for the protection of life, health and property, then
no restrictions shall be placed on the design or capacity of the solar system. Equipment shall be installed
in accordance with this code and the Florida Energy Efficiency Code for Building Construction, current
edition.
J:~SHRDATA~Development~CWA - 1997 Codes'dvlECHANICAL CODE AMENDMENTS-1997.doc
2