HomeMy WebLinkAboutOrdinance 25382-03-2022 ORDINANCE NO. 25382-03-2022
AN ORDINANCE AMENDING THE FORT WORTH BUILDING CODE, BY
ADOPTING THE 2021 INTERNATIONAL BUILDING CODE, WITH LOCAL
AMENDMENTS; AMENDING SECTIONS 7-46, 7-47, 7-48,AND 7-49 OF THE CODE
OF THE CITY OF FORT WORTH (2015); REGULATING THE ERECTION,
CONSTRUCTION, ENLARGEMENT, ALTERATION, REPAIR, MOVING,
REMOVAL, DEMOLITION, CONVERSION, OCCUPANCY, EQUIPMENT,
DESIGN, QUALITY OF MATERIALS, USE , HEIGHT, AREA, REHABILITATION
AND MAINTENANCE OF BUILDINGS AND STRUCTURES IN THE CITY OF FORT
WORTH; DEFINING CERTAIN TERMS; PROVIDING FOR THE ISSUANCE OF
PERMITS AND THE COLLECTION OF FEES THEREOF; PROVIDING FOR THE
INSPECTION OF BUILDINGS; PROVIDING FOR A SEVERABILITY CLAUSE;
PROVIDING FOR A SAVINGS CLAUSE; PROVIDING FOR A PENALTY CLAUSE;
PROVIDING THAT THIS ORDINANCE SHALL BE CUMULATIVE; PROVIDING
FOR PUBLICATION IN PAMPHLET FORM; PROVIDING FOR PUBLICATION IN
THE OFFICIAL NEWSPAPER; AND PROVIDING AN EFFECTIVE DATE.
NOW, THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY
OF FORT WORTH, TEXAS:
SECTION 1.
Section 7-46 of the Code of the City of Fort Worth (2015) is amended to read as
follows:
See. 7-46. THE 2021 EDITION OF THE INTERNATIONAL BUILDING CODE
ADOPTED.
(a) The Building Code of the City of Fort Worth is hereby revised and amended to
conform, with certain exceptions as specified below, to the 2021 edition of the International
Building Code of the International Code Council (ICC), and the same as amended is hereby
adopted as the City's Building Code.
(b) The following provisions of the Appendix to the 2021 International Building Code
is hereby specifically adopted as amended as part of the Building Code of the City of Fort
Worth:
Appendix Chapter L, Sound Insulation Requirements for Noise Sensitive Uses near
Airports (local amendment)
(c) The provisions of the Residential Code, as adopted elsewhere, shall be used for
buildings and structures applicable to that code except as provided for in that code.
(d) One (1) copy of the 2021 edition of the International Building Code, marked
Exhibit "A", is incorporated herein by reference and shall be filed in the office of the City
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Secretary for permanent record and inspection.
(e) Any Errata corrections published by the International Code Council for the 2021
International Building Code, as they are discovered, are considered as part of this code.
SECTION 2.
That Section 7-47 of the Code of the City of Fort Worth (1986) is amended to read as
follows:
Sec. 7-47. Amendments
The 2021 edition of the International Building Code is hereby amended to read as
follows:
CHAPTER 1 —SCOPE AND ADMINISTRATION
*IMC Chapter 1; "SCOPE AND ADMINISTRATION" is hereby deleted and the
Administrative and Enforcement provision of this Code shall be governed by the Fort
Worth Building Administrative Code.
CHAPTER 2 -DEFINITIONS
IBC SECTION 201
GENERAL
*IBC Section 201.3; changed to read asfollows:
201.3 Terms defined in other codes. Where terms are not defined in this code and are
defined in other codes, such terms shall have the meanings ascribed to them as in those
codes. Where the terms occur in multiple codes and are defined differently, each definition
shall apply as appropriate in the context being used.
IBC SECTION 202
DEFINITIONS
*IBC Section 202; definitions are changed and new definitions are added to read as
follows:
ASSISTED LIVING FACILITIES. A building or part thereof housing persons, on a 24-
hour basis, who because of age, mental disability or other reasons, live in a supervised
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residential environment which provides personal care services. The occupants are capable of
responding to an emergency situation without physical assistance from staff.
ATTIC. The space between the ceiling beams of the top story and the roof rafters. The
installation of decking, other than the minimum decking required for equipment access and
maintenance, shall be considered another story.
BUILDING CODE. Building Code shall mean the International Building Code as adopted
by this jurisdiction.
CHANGE OF OCCUPANCY. Any of the following shall be considered as a change of
occupancy where the current International Building Code requires a greater degree of safety,
accessibility, structural strength,fire protection, means of egress,ventilation or sanitation than
is existing in the current building or structure:
1. Any change in the occupancy classification of a building or structure.
2. Any change in the purpose of, or a change in the level of activity within, a building or
structure.
3. A change of use.
The definition shall also apply to the usage of the surrounding site and access to and from the
building structure or site, as necessary to achieve the purpose of this code, and to obtain
compliance with other codes and ordinances of this jurisdiction.
CHANGE OF USE. A change in the use of a building or a portion of a building, within the
same group classification, or from one zoning use category to another, for which there is a
change in application of the code requirements.
CODE OFFICIAL. Whereever the term code official is used in this code it shall mean
building official.
COMMON PATH OF EGRESS TRAVEL. That portion of exit access travel distance
measured from the most remote point of each room, area or space to that point were the
occupants have separate access to two exits or exit access doorways. Common paths of egress
shall be measured in the same manner as the travel distance.
CORRIDOR. An enclosed exit access component that defines and provides a path of egress
travel to an exit. The term also includes Open-Ended Corridor and Breezeways.
ELECTRICAL CODE. Electrical Code shall mean the National Electrical Code as adopted
by this jurisdiction. For the purpose of this code, all references to NFPA 70 and the ICC
Electrical Code shall be assumed to mean the Electrical Code as defined herein.
ENERGY CODE. Energy Code shall mean the International Energy Code as adopted by this
jurisdiction.
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EXTERIOR EXIT STAIRWAY. A stairway that is open on at least one side, except for
required structural columns, beams, handrails and guards in accordance with Section 1027.3.
The adjoining open areas shall be in direct contact with either yards, courts or public ways.
The other sides of the exterior stairway need not be open.
Any stairway at the end of an open ended corridor that is pulled into the building shall be
considered an exterior stair if in compliance with both of the following provisions:
1. The bottom riser is no more than one foot(1') inside the exterior wall, and
2. No riser is located more than twenty feet(20') inside the exterior wall.
FIRE PREVENTION CODE (FIRE CODE). Fire Prevention Code, or Fire Code, shall
mean the International Fire Code as adopted by this jurisdiction.
FORT WORTH BUILDING ADMINISTRATIVE CODE. The Fort Worth Administrative
code containing the administrative, organizational, and enforcement rules and regulations for
the Fort Worth Building, Residential, Plumbing, Fuel Gas, Mechanical, Electrical, Sign and
Existing Building codes.
FUEL GAS CODE. Fuel Gas code shall mean the International Fuel Gas Code as adopted
by this jurisdiction and shall be considered as part of the Plumbing Code.
MECHANICAL CODE. Mechanical Code shall mean the International Mechanical Code
as adopted by this jurisdiction.
OCCUPIABLE SPACE. A room or enclosed space designed for human occupancy in which
individuals congregate for amusement, educational or similar purposes or in which occupants
are engaged at labor, and which is equipped with means of egress and light and ventilation
facilities meeting the requirements of this code. Any space that could be assumed to be
occupiable shall not be exempt to the requirements of this code by designing the space without
means of egress, light or ventilation.
OCCUPIED ROOF. Uncovered roof or roof deck, designed to be occupied for uses other
than mechanical equipment or building services, including but not limited to swimming pools,
dining, amusement, gardens and parking.
PLUMBING CODE. Plumbing Code shall mean the International Plumbing Code and the
International Fuel Gas Code as adopted by this jurisdiction. The term "Plumbing Code"
applies to both codes as one combined code.
PLUMBING SYSTEM.
For the purpose of using the International Plumbing Code, as adopted, shall mean:
Includes the water supply and distribution pipes; plumbing fixtures and traps;
water-treating or water-using equipment; soil, waste and vent pipes; and sanitary and
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storm sewers and building drains; in addition to their respective connections, devices
and appurtenances within a structure or premises.
PUBLIC WAY. A street, alley or other parcel of land open to the outside air leading to a
street,that has been deeded, dedicated or otherwise permanently appropriated to the public for
public use and which has a clear width and height of not less than 10 feet(3048 mm).
An active railway line, that is owned and operated by a railway corporation, in which the land
is unplatted, extending through the jurisdiction without interruption by property lines, shall be
considered as a Public Way. Railway easements, utility easements or any other type of
easement on a neighboring property shall not be considered as Public Way.
REPAIR GARAGE. A building, structure or portion thereof used for servicing or repairing
motor vehicles. This occupancy shall not include motor fuel-dispensing facilities, but shall
include any auto repair bays. This occupancy shall also include facilities involved in minor
repair, modification and servicing of motor vehicles for items such as lube changes,
inspections, windshield repair or replacement, shocks, minor part replacement and other such
minor repair.
RESIDENTIAL CODE. Residential Code shall mean the International Residential Code as
adopted by this jurisdiction.
SPECIAL INSPECTOR. A qualified person employed or retained by an approved agency
who shall prove to the satisfaction of the registered design professional in responsible charge
and the Building Official as having the competence necessary to inspect a particular type of
construction requiring special inspection.
STORY, FIRST. The lowest story qualifying as a Story Above Grade Plane shall be
considered as the first story.
SWIMMING POOL, INDOOR. A swimming pool which is totally contained within a
structure and surrounded on all four sides by walls of said structure.
SWIMMING POOL, OUTDOOR. Any swimming pool which is not an indoor pool.
TECHNICAL CODES. The Fort Worth Building, Residential, Plumbing, Fuel Gas,
Mechanical, Electrical, Sign and Existing Building codes which regulate the construction,
alteration, relocation, enlargement, replacement, repair, equipment, use and occupancy,
location, maintenance, removal and demolition of every building or structure or any
appurtenances connected or attached to such buildings or structures.
TOWNHOUSE. A single-family dwelling unit constructed in a group of three or more
attached units individually separated by property lines in which each unit extends from the
foundation to roof and with a yard or public way on at least two sides. When not divided with
a property line, such units shall be considered as Townhouse Apartments and shall comply
with the provisions for apartments, except where separate provisions are provided.
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TOWNHOUSE APARTMENT. A single-family dwelling unit constructed in a group of
three or more attached units in which each unit extends from the foundation to roof and with
open space on at least two sides.
TREATED WOOD. Wood and wood-based materials that use vacuum-pressure
impregnation processes to enhance fire retardant or preservative properties.
Fire-retardant-treated wood. Pressure-treated lumber and plywood in accordance with
Sections 2303.2, 2303.2.1, 2303.2.2, 2303.2.3 and 2303.2.4 that exhibit reduced surface-
burning characteristics and resist propagation of fire.
Preservative-treated wood. Pressure-treated wood products that exhibit reduced
susceptibility to damage by fungi, insects or marine borers.
ZONING CODE. Zoning Code shall mean the Comprehensive Zoning Ordinance as adopted.
CHAPTER 3—USE AND OCCUPANCY CLASSIFICATION
IBC SECTION 302
CLASSIFICATION
*IBC Section 302.1;add a sentence at the end of the first paragrraph to read asfollows:
For application of this code to uses under the Residential Code, they shall be considered to be
Group R-3 residential uses with Group U accessory uses, unless a more appropriate occupancy
group is assigned by the building official.
IBC SECTION 303
ASSEMBLY GROUP A
*IBC Sections 303.1.3; add a sentence to read as ollows:
303.1.3 Associated with Group E occupancies. A room or space used for assembly
purposes that is associated with a Group E occupancy is not considered a separate occupancy-
Except when applying the assembly requirements of Chapter 10 and 11.
*IBC Section 303.4, Group A-3; add a new use to read as follows:
Dining halls associated with Group E occupancies.
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IBC SECTION 304
BUSINESS GROUP B
*IBC Section 304.1; change and add uses to read as follows:
Educational occupancies above the 12th grade with less than 50 occupants per room
Fire stations
Police stations (includes an area to confine or restrain up to five individuals)
Training and skill development not within a school or academic program program (this shall
include, but not be limited to,tutoring centers, martial arts studios, gymnastics and similar
uses regardless of the ages served, and where not classified as a Group A occupancy with
an occupant load less than 50.
IBC SECTION 307
HIGH-HAZARD GROUP H
*Section 307.1.1; add the following sentence to Exception 4:
4. Cleaning establishments... (Text unchanged) ...with Section 707 or 1-hour horizontal
assemblies constructed in accordance with Section 711 or both. See also IFC Chapter
21, Dry Cleaning Plant provisions.
*IBC Section 307.4; add a new use as follows:
Aircraft paint hangars, when required by Section 412.5.1.
IBC SECTION 308
INSTITUTIONAL GROUP I
*IBC Section 308.2, add new uses under I-1 asefollows:
Orphanage for children over 2 % years of age
Foster home with more than 16 care recipients, exclusive of the primary family
*IBC Section 308.3; add two new uses under I-2 as follows:
Orphanage for children under 2 '/2 years of age
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Foster home for more than five children 2 1/2 years of age or less, exclusive of the
primary family
All I-1 and Group R uses, not regulated by the IRC, in which the occupants are not
capable of responding to an emergency situation without physical assistance from
staff.
IBC SECTION 310
RESIDENTIAL GROUP R
*IBC Section 310.2: add new use to read as follows:
Bed and Breakfast Inn as defined in the Zoning Code
*IBC Section 310.3: add new use to read asfollows:
Townhouse Apartments
*IBC Section 310.3.1: added to read as ollows:
310.3.1. Townhouse apartments. Townhouse apartments shall comply with all
provisions applicable to Group R-2 apartments.
When townhouse apartments are constructed in accordance with the provisions of the
Residential Code, as listed in Sections 310.3.1 and 310.3.2, such apartments are permitted
reductions in code compliance as specified in Sections 310.3.1.3, 310.3.1.4 and 310.3.1.5.
310.3.1.1 Height. For the purpose of code reductions,townhouse apartments shall not
exceed 3 stories in height.
Exceptions:
1. Such structures are permitted to have a private, individual fourth level roof deck
in compliance with the following:
a. Except for required guards, and the minimum required penthouse necessary
to enclose the access stair,the deck shall be unenclosed and unroofed.
b. The minimum required penthouse necessary to enclose the access stair shall
not include any other occupiable space.
c. The open deck shall not exceed 400 square feet.
d. The guard shall be constructed of metal. The decking shall be constructed
of water resistant construction, and the structural design plans of the
building and deck shall be stamped by an engineer.
2. When each unit of the townhouse apartment building is provided with an
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automatic sprinkler system, the fourth level roof deck may be as provided in
exception 1 and the following:
a. with an automatic sprinkler system in accordance with Section 903.3.1.1 or
903.3.1.2 with 903.3.1.2.1:
- the 400 square foot area may be covered but open on the sides; and,
- part of the 400 square feet area may be an enclosed storage room not to
exceed 20 square feet.
b. with an automatic sprinkler system in accordance with 903.3.1.2 (without
903.3.1.2.1),903.3.1.3 or Section P2904 of the Residential Code,the provisions
of exception 2a above apply except that the canopy must be entirely non-
combustible.
310.3.1.2 Separation. For the purpose of code reductions,townhouse apartments shall
be separated as required by Section R302.2, R302.2.1, R302.2.2, R302.2.3 and R302.2.4
of the Residential Code.
310.3.1.3 Automatic sprinkler reduction. When in compliance with Section 310.3.1
and 310.3.2 and required to install an automatic sprinkler system in accordance with
Section 903.2.8, individual systems per townhouse apartment may be installed in
compliance with Section 903.3.1.3 or Section P2904 of the Residential Code.
310.3.1.4 Manual fire alarm systems. When in compliance with Sections 310.3.1 and
310.3.2, manual fire alarm systems in accordance with Section 907.2.9.1 are not required.
310.3.1.5 Means of egress. When in compliance with Sections 310.3.1 and 310.3.2,
means of egress may be in compliance with Section R311 of the Residential Code.
*IBC Section 310.4; add a second paragraph and use to read as follows:
This use shall include not more than two dwelling units that are an attached part of another
use, e.g. caretaker unit for self-storage facility, residence over a commercial business, etc.
Unless in separate detached one- or two-family structures, structures with three or more
dwelling units on a single property shall constitute a Group R-2 apartment or Townhouse
Apartment regardless of whether divided by fire walls or party walls.
Bed and Breakfast Home as defined in the Zoning Code
*IBC Section 310.5; add new use to read asfollows:
Community Home as defined in the Zoning Code.
Group Home I as defined in the Zoning Code
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CHAPTER 4—SPECIAL DETAILED REQUIREMENTS BASED ON USE AND
OCCUPANCY
IBC SECTION 403
HIGH-RISE BUILDINGS
*IBC Section 403.1, exception 43; changed to read asfollows:
3. The open air portion of a buildings containing a Group A-5 occupancy in
accordance with Section 303.6.
*IBC Section 403.3, exception; change to read asfollows.-.
Exception: An automatic sprinkler system shall not be required as identified in
Section 903.3.1.1.1 when approved by the fire code official. {Delete rest of exception.}
*IBC Section 403.3.2; change to read as follows:
[F] 403.3.2 Water supply to required fire pumps. In all buildings that are more than
120 feet (36 576 mm) in building height, required fire pumps shall be supplied by
connections to no fewer than two water mains located in different streets. Separate supply
piping shall be provided between each connection to the water main and the pumps. Each
connection and the supply piping between the connection and the pumps shall be sized to
supply the flow and pressure required for the pumps to operate.
Exception: (No change to exception.)
*IBC Section 403.4.7; delete
IBC SECTION 406
MOTOR-VEHICLE-RELATED OCCUPANCIES
*IBC Section 406.3.3.1. changed to read as follows:
406.3.3.1 Carport separation. A separation is not required between a Group R-3 and
U carport,provided that the carport is entirely open on two or more sides and there are not
enclosed areas above.
A fire separation is not required between a Group R-2 and U carport provided that the
carport is entirely open on all sides and that the distance between the two is at least 10 feet
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(3048 mm).
*IBC Section 406.5.2.2. added to read as.follows:
406.5.2.2 Openings above grade. Where openings above grade provide required
natural ventilation, the outside horizontal clear space shall be equal to one half the height
of the highest required opening. The width of the horizontal clear space need not exceed
60' (18 288 mm) and shall be maintained from grade to the top of the highest required
opening.
*IBC Section 406.8. changed to read as follows:
406.8. Repair Garges. Repair garages shall be constructed in accordance with the
International Fire Code and Sections 406.2 through 406.8. This occupancy shall not
include motor fuel-dispensing facilities,as regulated in Section 406.7,but shall include any
auto repair bays.
This occupancy shall also include garages involved in minor repair, modification and
servicing of motor vehicles for items such as lube changes, inspections, windshield repair
or replacement, shocks, minor part replacement and other such minor repair.
IBC SECTION 408
GROUP I-3
*IBC Section 408.3.9; added to read as follows:
408.3.9 Corridors. Open-barred cells forming corridor walls shall not be required to
be fire-resistive. When cell walls are also the corridor walls, cell doors are permitted to
have openings necessary to observe, communicate, feed or otherwise interact with the
inmate.
IBC SECTION 411
SPECIAL AMUSEMENT BUILDINGS
*IBC Section 411.6.1; changed to read asfollows:
411.6.1 Photo luminescent exit signs. Photo luminescent exit signs shall not be
installed.
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IBC SECTION 412
*IBC Section 412.3.6; delete exception and replace asfollows:
[F] 412.3.6 Fire Suppression. Aircraft hangars shall be provided with a fire
suppression system designed in accordance with NFPA 409, based on the classification for
the hangar given in Table 412.3.6.
Exception: Group II hangars used for storage of aircraft and only routine maintenance
shall have a fire suppression system, but the system shall be exempt from foam
requirements. Hazardous operations equipment (torch cutting, welding and spray
equipment) is prohibited in Group II hangars without a foam fire suppression system.
*IBC Section 412.3.6.1; Delete and replace asefollows:
[F] 412.3.6.1 Hazardous operations. Any Group 1I, 1II or IV aircraft hangar
according to Table 412.3.6 that contains hazardous operations equipment or performs
hazardous operations including,but not limited to,the following shall be provided with
a foam fire suppression system in accordance with NFPA 409 as applicable:
1. Doping.
2. Hot work including, but not limited to, welding, torch cutting and torch
soldering.
3. Fuel transfer as prohibited in Section 1104.1.1 of the Fire Code.
4. Fuel tank repair or maintenance not including defueled tanks in accordance
with NFPA 409, inerted tanks or tanks that have never been fueled.
5. Spray finishing operations.
Exception: Group I, 1I, and III hangars as defined in NFPA 409 for storing or
servicing aircraft that strictly contain only unfueled aircraft at all times with
appropriate de-fueling operations outside of the hangar shall be exempt from foam
suppression requirements only.
*IBC Section 412.3.6.1.1; added to read asfollows:
[F] 412.3.3.1.1 Prohibited equipment. Torch cutting, welding or spray equipment is
prohibited in new and existing Group III hangars in any of the following situations:
1. Group III hangars having fueled aircraft, but not provided with a foam fire
suppression system, or
2. Unsprinklered Group III hangars.
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IBC SECTION 423
STORM SHELTERS
*IBC Section 423.3; changed to read asfollows:
423.4 Critical emergency operations. In areas where the shelter design wind speed for
tornados, in accordance with Figure 304.2(1) of ICC 500 is 250 MPH, new buildings for 911
call stations,emergency operation centers and fire,rescue,ambulance,and police stations shall
be a storm shelter construction in accordance with ICC 500.
Exception: {unchanged}
*IBC Section 423.4; changed to read asfollows:
423.5 Group E occupancies. In areas where the shelter design wind speed for tornados,
in accordance with Figure 304.2(1)of ICC 500 is 250 MPH, all new buildings and gymnasium
or cafeteria additions to existing buildigns for Group E occupancies with an aggregate occupant
load ... {remainder unchanged).
IBC SECTION 424
PLAY STRUCTURES
*IBC Section 424.5 and 424.5.1; delete.
CHAPTER 5—GENERAL BUILDING HEIGHTS AND AREAS
IBC SECTION 503
GENERAL BUILDING HEIGHT AND AREA LIMITATIONS
*IBC Section 503.1; add a second paragraph to read as follows:
An occupancy shall not be located above the story or height set forth in Tables 504.3 and
504.4 except as modified hereafter. For non-separated mixed uses, in accordance with Section
508.3, no occupancy shall be located above the story or height of the most restrictive non-
separated occupancy. Where a building contains more than one distinct type of construction,
the building shall comply with the most restrictive area, height, and stories, for the lesser type
of construction or be separated by fire walls, except as allowed in Section 510.
*IBC Section 503.1.4; delte exceptions:
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*IBC Section 503.1.5; added to read as follows:
503.1.5 Fire protection systems. Any existing fire extinguishing system or fire alarm
system, whether installed voluntarily or as a requirement of any previous code, shall be
maintained and kept operational as required in the Fire Code. Such systems shall not be
removed unless permitted to be removed or reduced by this code and the Fire Code.
IBC SECTION 506
BUILDING AREA
*IBC Section 506.3.1; add a sentence to read asfollows:
In order to be considered having access from the street or approved fire lane, if not in direct
contact with a street or fire lane, a minimum 10 foot wide pathway meeting fire department
access from the street or approved fire lane must be provided.
IBC SECTION 509
INCIDENTAL USES
*IBC Section 509.4.1; add to read as follows:
...Section 707 or a horizontal assembly constructed in accordance with 711, or
both so as to completely separate adjacent occupancies.
*IBC Section 509.4.2; add two sentences to read as follows:
In order to qualify with this reduction, at least one sprinkler head must be installed in the
incidental use area. Areas that are exempt to sprinkler head installation under a sprinkler
standard will not qualify for the reduction permitted herein unless at least one sprinkler
head is installed in the incidental use area.
CHAPTER 6—TYPES OF CONSTRUCTION
IBC SECTION 602
CONSTRUCTION CLASSIFICATION
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*IBC Section 602.1.1; add sentence to read asfollows:
602.1.1 Minimum requirements. A building or portion thereof shall not be required
to conform to the details of a type of construction higher than that type which meets the
minimum requirements based on occupancy even though certain features of such a building
actually conform to a higher type of construction. Where a building contains more than one
distinct type of construction, the building shall comply with the most restrictive area,
height, and stories, for the lesser type of construction or be separated by fire walls.
IBC SECTION 603
COMBUSTIBLE MATERIAL IN TYPE I AND II CONSTRUCTION
*Section 603.1; change item 14 to read asfollows:
14. Fire-retardant-treated wood used as blocking such as for handrails, millwork,
cabinets and window and door frames.
CHAPTER 7—FIRE AND SMOKE PROTECTION FEATURES
IBC SECTION 705
EXTERIOR WALLS
*IBC Table 705.5; amend footnote "d"to read as follows:
d. The fire-resistance rating of an exterior wall is determined based upon the fire
separation distance of the exterior wall and the story in which the wall is
located. When an upper floor projects closer to the property line than the floors
below, and if Table 705.8 requires any percentage of protected openings for the
exterior wall of that upper floor,then the underside of the projecting floor shall
be a minimum of one-hour fire resistance rating_
IBC SECTION 706
FIRE WALLS
*IBC Section 706.1.1; delete exception 2 to read asefollows:
Exceptions:
1. Openings in a party wall separating an anchor building and a mall shall be
in accordance with Section 402.4.2.2.1.
*IBC Section 706.2; add exceptions to read as follows:
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Exceptions:
1. In Seismic Design Categories D through F, where double fire walls are used
in accordance with NFPA 221, floor and roof sheathing not exceeding 3/4
inch (19.05 mm) thickness shall be permitted to be continuous through the
wall assemblies of light frame construction.
2. When necessary to install a two-or three-hour fire wall of not more than two
stories in height in an existing building, a fire-resistant wall of the same
rating, as specified in Table 706.4,that encapsulates a structural column line
shall be accepted.
3. When necessary to install a two-or three-hour fire wall of not more than two
stories in height between an existing building and a new addition, a double
fire wall, one on the existing building and one on the new building, both of
the required fire rating, as specified in Table 706.4, shall be acceptable. Fire
doors may be installed in one of the walls with a water curtain installed at
the opening of the other wall.
IBC SECTION 712
VERTICAL OPENINGS
*IBC Section 712.1.9; change item 4 to read asfollows:
712.1.9 Two-Story openings. In other than Groups I-2 and I-3, a vertical opening that
is not used as one of the applications specified in this section shall be permitted if the
opening complies with all of the items below:
1. Does not connect more than two adjacent stories.
2. Does not penetrate a horizontal assembly that separates fire area or smoke barriers
that separate smoke compartments.
3. Is not concealed within the construction of a wall or a floor/ceiling assembly.
4. Is not open to a corridor in Groups H and I occupancies.
5. Is separated from floor openings and air transfer openings serving other floors by
construction conforming to required shaft enclosures.
IBC SECTION 717
DUCTS AND AIR TRANSFER OPENINGS
*IBC Section 717.5.3.1; added to read as follows:
717.5.3.2 Installation requirements. Exhaust systems for Group B and R kitchen,
clothes dryer, bathroom and toilet room exhausts shall comply with the following:
1. Kitchen systems, clothes dryer systems, and bathroom and toilet room systems
may share the same shaft but not the same duct. When multiple ducts are in the
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same shaft, each system shall have its own fan providing continuous upward
flow.
2. Dryer ducts shall have a cleanout located near the shaft penetration to permit
cleaning of the 22" subduct. The subduct shall be considered in the calculation
of allowable duct length reduction.
3. Kitchen ducts shall be provided with some method for preventing grease
buildup and cleaning of the duct.
4. A secondary power source is required for the fan under both Section 909.11 and
Mechanical Code Section 504.8.
5. See also Mechanical Code Section 504.8.
CHAPTER 9—FIRE PROTECTION SYSTEMS
SECTION 901
GENERAL
*IBC Section 901.1 —Add sentence to read as follows:
Fire protection equipment required by this code shall be listed or approved for the intended use
by a nationally recognized testing laboratory, unless otherwise approved by the fire code
official.
*IBC Section 901.2.1 —Added to read as follows:
[F] 901.2.1 Nonrequired fire alarm devices. Nonrequired fire alarm devices or
devices for a nonrequired fire alarm system shall be clearly identified on the submitted fire
alarm construction documents associated with the fire alarm permit, as required by NFPA
72.
*IBC Section 901.8-Change to read as follows:
[F] 901.8 Occupancy. It shall be unlawful to occupy any portion of a building or structure
until the required fire protection and life safety systems have been tested and approved, unless
otherwise approved by the building and fire code officials contingent on fire watch orother
mitigating factors/requirements.
IBC SECTION 903
AUTOMATIC SPRINKLER SYSTEMS
*IBC Section 903.1.1; change to read as follows:
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[F] 903.1.1 Alternative protection. Alternative automatic fire-extinguishing systems
complying with Section 904 shall be permitted in addition to required automatic sprinkler
protection where recognized by the applicable standard or as approved by the fire code
official.
1. *IBC Section 903.1.2; added to read as,follows:
[F] 903.1.2 Residential systems. Reductions to provisions of this code, commonly
referred to as"building code tradeoffs," shall not apply to systems installed in accordance
with NFPA 13R or 13D unless authorized as specified in Sections 903.3.1.2 or 903.3.1.3.
When"tradeoffs"are used in the building design that are not authorized for NFPA 13R or
13D systems,the sprinkler installation shall be in accordance with NFPA 13.
For clarification of the appropriate system, the sprinkler designer/installer should consult
the building designer and the appropriate plan reviewer or third party plan reviewer.
Residential sprinkler systems installed in accordance with NFPA 13R shall include attic
sprinkler protection in buildings of three or more stories.
*IBC Section 903.2; changed to read as follows:
[F] 903.2 Where required. Approved automatic sprinkler systems in new buildings and
structures shall be provided in the locations described in Sections 903.2.1 through 903.2.12.
In order to prohibit elevator shunt trip, automatic sprinklers shall not be installed in elevator
machine rooms,elevator machine spaces,and elevator hoistways(except for hydraulic elevator
pits where such does not initiate the shunt trip requirement in the State Elevator Code), or as
approved by the fire code official. Storage shall not be allowed within the elevator machine
room. Signage shall be provided at the entry doors to the elevator machine room indicating
"ELEVATOR MACHINERY — NO STORAGE ALLOWED." Such signage shall comply
with Section 509 of the Fire Code.
Exception: deleted
*IBC Section 903.2.1.2; add an exception to read as,follows:
Exception: Where the building is existing, single story, and multi-tenant with
independent egress per tenant space, only the single tenant fire area (separated by
approved fire barriers) shall require sprinkler protection.
*IBC Section 903.2.1.3; add an exception to read as,follows:
Exception: Where the building is existing, single story, and multi-tenant with
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independent egress per tenant space, only the single tenant fire area (separated by
approved fire barriers) shall require sprinkler protection.
*IBC Section 903.2.1.6—Delete the exception.
*IBC Section 903.2.4.1; add a sentence to read as follows:
For dust collection requirements, see Mechanical Code Section 510.2.1.1. and
reference IFC Section 2803.2.2 .
*IBC Section 903.2.7; add an exception to read asfollows:
Exception: Where the building is existing, single story, and multi-tenant with
independent egress per tenant space, only the single tenant fire area (separated by
approved fire barriers) shall require sprinkler protection.
*IBC Section 903.2.8 and 903.2.8.1; changed to read as follows:
[F] 903.2.8 Group R. An automatic sprinkler system installed in accordance with
Section 903.3 shall be provided throughout all buildings with a Group R fire area, other
than one- and two-family dwellings, and townhomes in compliance with the Residential
Code.
[F]903.2.8.1 Group R-1 and R-2.An automatic sprinkler system shall be provided
throughout buildings with a Group R-1,or R-2 fire area,other than one-and two-family
dwellings, and townhomes in compliance with the Residential Code.
Exceptions:
1. Where no portion of the R-1 or R-2 fire area is located higher than the
second story, nor in a basement, and such R-lor R-2 use complies with
any of the following conditions:
a. For other than Group R-2 apartments,the occupant load is less than
ten (10).
b. The building when used as Group R-2 apartments contains less than
five (5)dwelling units.
2. A residential sprinkler system installed in accordance with Section
903.3.1.2 shall be permitted in buildings, or portions thereof, of Group
R-1 and R-2 in accordance with the limitations of Section 903.1.2.
*IBC Section 903.2.4.2 -Change to read as follows:
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903.2.4.2 Group F-1 distilled spirits. An automatic sprinkler system shall be
provided throughout a Group F-1 fire area used for the manufacture of distilled spirits
involving more than 120 gallons of distilled spirits (>]6% alcohol) in the fire area at
any one time.
*IBC Section 903.2.8.4; Deleted.
*IBC Section 903.2.9.3; added to read asfollows:
[F] 903.2.9.3 Group S-1 distilled spirits or wine. An automatic sprinkler system
shall be provided throughout a Group S-1 fire area used for the bulk storage of distilled
spirits or wine involving more than 120 gallons of distilled spirits or wine (>16%
alcohol) in the fire area at any one time.
*Section 903.2.9.4; delete the Exception.
*IBC Section 903.2.9.5; added to read asfollows:
[F] 903.2.9.5 Self-service storage facility. An automatic sprinkler system shall be
installed throughout all self-service storage facilities The minimum sprinkler system
design shall be based on an Ordinary Group II classification, in accordance with NFPA
13 requirements. Physical construction in compliance with open-grid ceilings as per
NFPA 13, such as an open metal grid ceiling or chicken wire that does not obstruct the
overhead sprinkler protection, shall be installed to prevent storage from exceeding the
lower of either 12 feet above finished floor or 18 inches beneath standard sprinkler
head deflectors. At least one sprinkler head shall be provided in each storage unit/room
(additional sprinklers may be necessary for compliance with NFPA 13 spacing
requirements), regardless of wall height or construction type separating such units
Exception: One story self-service storage facilities that have no interior
corridors and are provided with a one-hour fire barrier wall installed between every
storage compartment up to a maximum aggregate building area of 12,000 sq. ft.
The above required overhead physical obstructions are still required at 2 ft. below
the ceiling or roof deck for a nonsprinklered building.
*IBC Section 903.2.10-Change to read as follows:
[F] 903.2.10 Group S-2 parking garages. An automatic sprinkler system shall be
provided throughout buildings classified as parking garages where any of the following
conditions exist:
1. Where the fire area of the enclosed parking garage, in accordance with Section
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406.6 of the International Building Code, exceeds 12,000 square feet(1115 m2).
2. Where the enclosed parking garage, in accordance with Section 406.6 of the
International Building Code, is located beneath other groups.
Exception: Enclosed parking garages located beneath Group R-3 occupancies.
3. Where the open parking garage is open, in accordance with Section 406.5 of the
International Building Code,and:
a. Fire area exceeds 48,000 square feet(4460 m2)and building exceeds three
stories or parking levels,or
b. Where fire apparatus access is not provided along at least two sides of the
structure in question (1/2 of the perimeter of the building) having required
openings, or
c. Where other occupancies are provided above the open parking garage.
*IBC Section 903.2.10.2--Change to read asfollows:
[F] 903.2.10.2 Mechanical-access parking garages. An approved automatic
sprinkler system shall be provided throughout buildings used for the storage of motor
vehicles in a mechanical-access parking garage. The portion of the building that
contains the mechanical-access parking garage shall be protected with a specially
engineered automatic sprinkler system. At least one exit stair shall be provided to the
roof of the structure to allow installation of standpipe for firefighting, as per Section
905.
*IBC Section 903.2,11.3; exception #2 deleted and exception #1 changed to read as
follows:
[F]903.2.11.3 Buildings 55 feet or more in height. An automatic sprinkler system
shall be installed throughout buildings that have one or more stories or occupiable
roofs, other than penthouses in compliance with Section 1511 of the International
Building Code, located 55 feet (16 764 mm) or more above the lowest level of fire
department vehicle access, measured to the finished floor.
Exception: (Delete Exception)
*IBC Section 903.2.11.7; added to read asfollows:
[F] 903.2.11.7 Spray Booths and Rooms. New and existing spray booths and
spraying rooms shall be protected by an approved automatic fire-extinguishing system.
*IBC Section 903.3.1.1.1; changed to read asfollows:
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[F] 903.3.1.1.1 Exempt locations. When approved by the fire code official,
automatic sprinklers shall not be required in the following rooms or areas where
such rooms or areas are protected with an approved automatic fire detection system
in accordance with Section 907.2 that will respond to visible or invisible particles
of combustion. Sprinklers shall not be omitted from any room merely because it is
damp, of fire-resistance-rated construction or contains electrical equipment.
1. A room where the application of water, or flame and water, constitutes a
serious life or fire hazard, including but not limited to molten metal exposures.
2. [Delete.'
3. Generator and transformer rooms,under the direct control of a public utility,
separated from the remainder of the building by walls and floor/ceiling or
roof/ceiling assemblies having a fire-resistance rating of not less than 2
hours.
4. Fire service access elevator machine rooms and machinery spaces. (Shunt
trip prohibited.)
5. Elevator hoistways (other than hydraulic pits) and elevator machine rooms
enclosed by fire barriers as required by the International Building Code.
Signage shall be provided at the entry doors to the elevator machine room
indicating "ELEVATOR MACHINERY — NO STORAGE ALLOWED."
(Shunt trip prohibited.)
6. Machine rooms, machinery spaces, control rooms and control spaces
associated with occupant evacuation elevators designed in accordance with
Section 3008 of the International Building Code (shut trip prohibited).
*IBC Section 903.3.1.2; changed to read as follows:
[F] 903.3.1.2 NFPA 13R sprinkler systems. Automatic sprinkler systems in
Group R occupancies up to and including four stories in height above grade plane and
where the floor level of the highest story is 36 feet(10668 mm)or less above the lowest
level of fire department vehicle access, shall be permitted to be installed throughout-in
accordance with NFPA 13R. However, when "building code tradeoffs" that are not
authorized for NFPA 13R systems are used in the building design, the sprinkler
installation shall be in accordance with NFPA 13. (See Section 903.1.2)
Residential sprinkler systems installed in accordance with NFPA 13R shall include
attic sprinkler protection in buildings of three or more stories_(See 903.3.1.2.3).
The number of stories of Group R occupancies constructed in accordance with
International Building Code shall be measured from grade plane.
*IBC Section 903.3.1.2.2-Change to read asefollows:
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[F]903.3.1.2.2 Corridors and balconies. Sprinkler protection shall be provided in
all corridors/breezeways and for all balconies, including any associated storage rooms,
closets, etc. accessed from such corridor/breezeway. {Delete the rest of this section.)
*IBC Section 903.3.1.2.3 -Change to read as follows:
[F] 903.3.1.2.3 Attached Garages and Attics. Sprinkler protection is required in
attached garages, and in the following attic spaces:
1. Attics that are used or intended for living purposes or storage shall be protected
by an automatic fire sprinkler system.
2. Where fuel-fired equipment is installed in a nonsprinklered attic,not fewer than
one quick-response intermediate temperature sprinkler shall be installed above
the equipment.
3. Attic spaces of buildings that are three or more stories in height above grade
plane or above the lowest level of fire department vehicle access.
Exception: Where the attic would be exempt from sprinkler protection by
NFPA 13.
4. Group R-4, Condition 2 occupancy attics not required by Item 1 or 3 to have
sprinklers shall comply with one of the following:
4.1. Provide automatic sprinkler system protection.
4.2. Provide a heat detection system throughout the attic that is arranged
to activate the building fire alarm system.
4.3. Construct the attic using noncombustible materials.
4.4. Construct the attic using fire-retardant-treated wood complying with
Section 2303.2 of the International Building Code.
4.5. Fill the attic with noncombustible insulation where there is a flat roof
of no more than 48 inches height of interstitial space between ceiling
and roof.
(Delete rest of this section.)
*IBC Section 903.3.1.4, 903.3.1.4.1; 903.3.1.4.2 and 903.3.1.4.3: added to read as
follows:
[F] 903.3.1.4 Freeze protection. Freeze protection systems for automatic fire
sprinkler systems shall be in accordance with the requirements of the applicable
referenced NFPA standard and this section.
[F] 903.3.1.4.1Attics. Only dry-pipe, preaction, or listed antifreeze automatic
fire sprinkler systems shall be allowed to protect attic spaces, unless otherwise
approved by the fire code official .
Exception: Wet-pipe fire sprinkler systems shall be allowed to protect non-
ventilated attic spaces where the attic space is a part of the building's thermal,
or heat, envelope, such that insulation is provided at the roof deck, rather than
at the ceiling level.
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[F] 903.3.1.4.2 Heat trace/insulation. Heat trace/insulation shall only be
allowed where approved by the fire code official for small sections of large
diameter water-filled pipe.
[F] 903.3.1.4.3 Dry pipe sprinkler systems. All dry pipe sprinkler systems
shall be required to meet the 60 second water delivery time, per Section 8.2.3.2 of
NFPA 13 (2019 edition), to the system test connection regardless of the system
size, unless more stringent criteria is applicable in NFPA 13, and all dry pipe
sprinkler systems shall be trip tested to flow/discharge water to verify compliance
with this requirement, unless otherwise approved by the fire code official.
*IBC Section 903.3.1.5; added to read as follows:
[F] 903.3.1.5 Multiple or detached buildings. Multiple or detached buildings
shall not be allowed to be supplied by a single fire sprinkler riser, unless specifically
approved by the fire code official.
*IBC Section 903.3.1.6—added to read as follows:
[F] 903.3.1.6 Exterior projections/canopies. For NFPA 13 or 13R sprinkler
systems, all exterior projections/canopies exceeding 4 ft. in width/depth from the
building, whether attached or not, shall be sprinklered.
Exception:
0. Canopies meeting NFPA 13 requirements for noncombustible or limited
combustible construction or fire retardant treated wood for pedestrian
use only.
1. Canopies that are detached/separated from the sprinklered building as
required by the Building Code to be considered a separate building and
meeting the allowable area requirements of the Building Code as a non-
sprinklered building.
*IBC Section 903.3.5; add a second Para aph to read as follows:
Every fire protection system shall be designed with a 5 psi safety factor, in addition to
water fluctuation adjustments required by Section 507.4 of the Fire Code.
*IBC Section 903.3.7.1; added to read as follows:
[F] 903.3.7.1 Locking Fire Department Connection (FDC) Caps. New FDC
installations shall be equipped with locking FDC caps as approved by the fire code
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official. Existing FDC installations will require approved locking FDC caps to be installed
when directed by the fire code official.
*IBC Section 903.4; add a second Paragraph to read as follows:
Sprinkler and standpipe system water-flow detectors shall be provided for each floor tap to
the sprinkler system and shall cause an alarm upon detection of water flow for more than forty-
five(45)seconds. All control valves in the sprinkler and standpipe systems shall be electrically
supervised.
*IBC Section 903.4; add exception #9 to read asfollows:
9. Control valves associated with a backflow prevention device that is installed outside
of a building. Such valves must be chained and locked in the open position even if
located in a locked vault or enclosure.
*IBC Section 903.4.2; change to read as follows:
[F] 903.4.2 Alarms. An approved sprinkler waterflow alarm device, located on the
exterior of the building in an approved location, shall be connected to each automatic
sprinkler system. Such sprinkler waterflow alarm devices shall be activated by water
flow equivalent to the flow of a single sprinkler of the smallest orifice size installed in
the system. Where a fire alarm system is installed, actuation of the automatic sprinkler
system shall actuate the building fire alarm system.
The alarm device required on the exterior of the building shall be a
weatherproof horn/strobe notification appliance with a minimum 75 candela strobe
rating, installed as close as practicable to the fire department connections. Adjacent to
the alarm shall be a sign which states:
"WHEN ALARM SOUNDS, CALL FORT WORTH FIRE DEPARTMENT, 9-1-1,
{insert address}"
and which contains the address of the property as indicated on the Certificate of
Occupancy. The sign shall consist of red letters of 1 inch minimum height on a white
reflective background.
*IBC Section 903.4.3; changed to read asfollows:
[F] 903.4.3 Floor control valves. Approved supervised indicating control valves shall
be provided at the point of connection to the riser on each floor inbuildings requiring a
standpipe system,as per Section 905. Floor control assemblies shall be located in protected
stairwells, or as otherwise approved by the fire code official.
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IBC SECTION 905
STANDPIPE SYSTEMS
*IBC 905.1.1; added to read as follows:
[F] 905.1.1 Locking Fire Department Connection (FDC) Caps. New standpipe
systems shall be equipped with approved locking caps on all FDC's. Existing standpipe
systems shall have approved locking fire department connection caps installed when
required by the code official.
*IBC Section 905.3.3; changed to read as follows:
[F] 905.3.3 Covered and open mall buildings. A covered mall or open mall building
shall be equipped throughout with a Class I automatic wet standpipe system where the mall
exceeds ten thousand (10,000) square feet in area per story. Standpipes shall be provided
where any portion of the building's interior area is more than two hundred (200) feet of
travel, vertically and horizontally, from the nearest point of fire department vehicle access.
Mall buildings not required to be equipped with a standpipe system by this section shall be
equipped with Class I hose connections connected to the automatic sprinkler system sized
to deliver water. . . (remainder of section unchanged).
*IBC Section 905.4; Change #1 and#3 to read as follows:
1. In every required exit stairway, a hose connection shall be provided for each story
above and below grade plane. Hose connections shall be located at an intermediate
landing between stories, unless otherwise approved by the fire code official.
2. {No change.}
3. In every exit passageway, at the entrance from the exit passageway to other areas
of a building.
Exception: Where floor areas adjacent to an exit passageway are reachable
from an exit stairway hose connection by a ...fremainder of section
unchanged).
*IBC 905.8.1; added to read as follows:
[F] 905.8.1 Manual dry standpipe systems shall be supervised with a minimum of ten
(10) psig and a maximum of forty (40) psig air pressure with a high/low alarm.
*IBC Section 905.12;Added to read as follows:
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905.12 Manual standpipe design. All manual standpipes shall be designed based on a
water supply of 160 psi static and 145 psi residual flowing 1,000 gpm at the Fire Department
Connection, or as otherwise approved by the fire code official.
IBC SECTION 906
PORTABLE FIRE EXTINGUISHERS
*IBC Section 906.1; changed to read as follows and delte exception #3:
[F] 906.1 Where required. Portable fire extinguishers shall be installed and tagged by a
state licensed fire extinguisher company, unless otherwise approved by the fire code official,
in the following locations. (remainder of section unchanged)
IBC SECTION 907
FIRE ALARM AND DETECTION SYSTEMS
*IBC Section 907.1.4;Added to read as follows:
907.1.4 Documentation cabinet. A documentation cabinet in compliance with all
requirements of NFPA 72 shall be provided for any new or upgraded fire alarm system, or
any fire alarm system where the main fire alarm control panel requires replacement, for
proper storage of system documentation.
*IBC Section 907.2; change last sentence to read asfollows:
Where other sections of this code allow elimination of manual fire alarm boxes/manual
pull stations due to sprinklers, at least one manual pull station shall be installed at the exit
from the sprinkler riser room where applicable, as well as at the fire alarm control panel
(FACP), unless the FACP is also located in the sprinkler riser room. If not sprinklered,the
required single manual pull station shall be located at the FACP or in a commonly occupied
location, or as otherwise approved by the fire code official.
*IBC Section 907.2.1 -Changed to read as follows:
[F] 907.2.1 Group A. A manual fire alarm system that activates the occupant
notification system in accordance with Section 907.6 shall be installed in Group A
occupancies having an occupant load of three hundred (300) or more, or where the
Group A Occupancy is more than one hundred(100)persons above or below the lowest
level of exit discharge. Group A occupancies not separated from one another in
accordance with Section 707.3.10 shall be considered as a single occupancy for the
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purposes of applying this section. Portions of Group E occupancies occupied for
assembly purposes shall be provided with a fire alarm system as required for the Group
E occupancy. Unless otherwise approved by the fire code official, activation of fire
alarm notification appliances shall:
1. Cause illumination of the means of egress with light of not less than 1 foot-
candle (11 lux) at the walking surface level, and
2. Stop any conflicting or confusing sounds and visual distractions.
Exceptions:
1. Manual fire alarm boxes are not required where the building is equipped
throughout with an automatic sprinkler system installed in accordance with
Section 903.3.1.1 and the occupant notification appliances will activate
throughout the notification zones upon sprinkler water flow.
2. Buildings with an occupancy in Group A-5 in accordance with Section 303,
when used for open air seating and having a public address system;
however, this exception does not apply to accessory uses including but not
limited to sky boxes, restaurants and other enclosed areas.
*IBC Section 907.2.2.2; added to read as follows:
[F] 907.2.2.2 Corridor smoke detection alternative. When a fire alarm system is
used as a reduction to fire-resistance rated corridors, as provided for in Section 1020,
the occupant load exceptions of 907.2.2 shall not be used to exempt the required
installation.
*IBC Section 907.2.3; changed to read asefollows:
[F] 907.2.3 Group E. A manual fire alarm system that activates the occupant
notification signal utilizing an emergency voice/alarm compunctions system meeting the
requirements of Section 907.5.2.2 and installed in accordance with Section 906 shall be
installed in Group E occupancies. When automatic sprinkler systems or smoke detectors
are installed, such systems or detectors shall be connected to the building fire alarm system.
The Fire Alarm Control Unit or Remote Annunciator with silence and reset capability shall
be located in the main reception office.
Exceptions:
1. (unchanged)
2. Emergency voice/alarm communication systems meeting the requirements of
Section 907.5.2.2 and installed in accordance with Section 907.6 shall not be
required in Group E occupancies with occupant loads of 100 or less, provided
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that activation of the manual fire alarm system initiates an approved occupant
notification signal in accordance with Section 907.5. Emergency voice/alarm
communication systems are not required in additions to Group E occupancies
with existing horn-type audible devices where the addition itself does not
exceed an occupant load of 100 and where the addition is separated from the
existing building by appropriately rated fire separation, per the Building Code.
3. (unchanged)
4. {unchanged}
*IBC Section 907.2.3.1 and 907.2.3.2; added to read as follows:
[F] 907.2.3.1 Group E daycares with an occupant load of more than twelve
(12) children. A manual fire alarm system and an automatic fire detection system
shall be installed in Group E daycares with an occupant load of more than twelve
(12) children. Smoke detectors shall be installed in corridors, sleeping rooms and
common areas. Heat detectors shall be installed in kitchens.
Exceptions:
1. Smoke detectors are not required in kitchens and restrooms.
2. Smoke detectors and heat detectors shall not be required in Group E
daycares where the building is equipped throughout with an
approved automatic sprinkler system, except that interconnected single
or multiple station smoke alarms are required in sleeping rooms, as per
NFPA 72.
[F] 907.2.3.2 Group E daycares with an occupant load of not more than
twelve(12)children. Interconnected Single or multiple station smoke alarms shall
be installed in corridors, sleeping rooms and common areas in Group E daycares
with an occupant load of not more than twelve (12)children.
Exception: Smoke detectors are not required in kitchens and rest rooms.
*IBC Section 907.2.9.1; changed to read as follows:
[F] 907.2.9.1 Manual fire alarm system. A manual fire alarm system that
activates the occupant notification system in accordance with Section 907.5 shall be
installed in Group R-2 occupancies where any of the following conditions apply:
1. (unchanged)
2. {unchanged}
3. The building contains five (5)or more dwelling units or sleeping units.
Exceptions: (unchanged)
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*IBC Section 907.2.10; Changed to read as follows:
907.2.10 Group S public- and self-storage occupancies. A manual fire alarm system
that activates the occupant notification system in accordance with Section 907.5 shall be
installed in Group S public-and self-storage occupancies for interior corridors and interior
common areas. Notification appliances are not required within individual storage units.
Exception: (No change.)
*IBC Section 907.2.10.1;aided to read asfollows:
907.2.10.1 Group S-2 enclosed parking garages. A manual fire alarm system
that activates audio/visual occupant notification throughout the building, as per Section
907.5.2, shall be required for Group S-2 enclosed parking garages.
Exception: Manual fire alarm boxes are not required where the building is
equipped throughout with an automatic sprinkler system installed in accordance
with Section 903.3.1.1, and the occupant notification appliances will activate
throughout the notification zones upon sprinkler water flow.
*IBC Section 907.2.13, exception 3; changed to read asfollows:
3. Buildings with an occupancy in Group A-5 in accordance with Section
303.1 when used for open air seating; however, this exception does not
apply to accessory uses including but not limited to sky boxes, restaurants
and other enclosed areas.
*IBC Section 907.3.2; changed to read as follows:
[F] 907.3.2 Speical locking sytems. Where special locking systems are installed on
means of egress doors in accordance with Section 1010.2.13 or 1010.2.14, an automatic
smoke detection system or monitored automatic sprinkler system shall be installed as
required by that section.
*IBC Section 907.4..1.1 -Add to read asfollows:
907.4.1.1 Number of fire alarm panels per building. Each building shall be provided
with no more than one main fire alarm control panel that monitors any other required
panels, such as an extinguishing releasing panel, elevator recall system, sprinkler
monitoring system, etc., rather than allowing multiple dedicated panels, per NFPA 72,
unless otherwise approved by the fire code official.
*IBC Section 907.4.2.7; added to read as follows:
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[F] 907.4.2.7 Type. Manual alarm initiating devices shall be an approved double
action type.
*IBC Section 907.5.2.3; change exception 41 to read as follows:
1. Visible alarm notification appliances are not required in alterations,
upgrades or replacement of a fire alarm system, unless the originally
installed system required visual notification.
2. {no change}
3. {no change}
*IBC Section 907.5.2; add exception to read asfollows:
[F] 907.5.2 Alarm notification appliances. Alarm notification appliances shall be
provided and shall be listed for their purpose.
Exception: In Group E and I occupancies,private mode signaling shall be allowed
for rooms that are specifically designated for the supervision of light- or sound-
sensitive students/occupants, such as those on the autism spectrum, for the protection
of those students/occupants from such signals. Occupant notification systems are not
required to be activated in those rooms where private mode signaling installed in
accordance with NFPA 72 is approved by the fire code official and staff evacuation
responsibilities are included in the fire safety and evacuation plan required by Section
404 of the International Fire Code.
*IBC Section 907.5.2.3.1; change exceptions to read asefollows:
Exception:
1. Group F or S occupancies shall only require audible alarm coverage,
unless hearing impaired employee(s) are present.
2. The notification appliance circuits...[remainder of exception
unchanged.)
*IBC Sections 907.6.1.1 and 917.6.1.2; added to read as. ollows:
[F] 907.6.1.1 Wiring circuits. Signaling Line Circuit(SLC) style shall be Class A,
per NFPA 72.
Exceptions. One initiating device on the circuit.
[F] 907.6.1.2 Pathway survivability. Circuits installed vertically in conduit in a
sprinklered one hour rated enclosure and circuits installed horizontally in a sprinklered
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building are acceptable alternates as meeting Pathway Survivability Level 2,per NFPA
72.
*IBC Section 907.9; added to read asfollows:
[F] 907.9 Rented or leased residential occupancies. This section shall apply to all one-
and two-family,multi-family, and manufactured home dwellings where one or more rooms are
rented for use as a permanent residence.
907.10.1 Smoke detectors. All dwelling units which are rented or leased shall be
provided with smoke detectors in accordance with this code. The smoke detector purchase,
installation and initial testing shall be the responsibility of the landlord prior to occupancy
by any tenant.
907.10.1.1 Notice of malfunction. The landlord shall have a duty to replace a
smoke detector if the tenant has given notice to the landlord of a malfunction. The
landlord shall comply with the tenant's request within 24 hours. The landlord has the
option of asking the tenant, in writing,to replace the malfunctioning detector at no cost
to the tenant.
907.10.1.2 Cause of malfunction. A landlord shall not have a duty to replace a
smoke detector if the damage is caused by the tenant.
907.10.1.3 Battery replacement. It is the tenant's duty to provide a replacement
battery for a smoke detector which was in good working order at the time of
commencement of possession of the dwelling unit by the tenant.
IBC SECTION 909
SMOKE CONTROL SYSTEMS
*IBC Section 909.18.8; change to read as follows:
[F] 909.18.8 Special inspections for smoke control. All smoke control systems in
Section 909, which also include stairway and ramp pressurization and elevator hoistway
pressurization systems (909.20 and 909.21), shall be tested by a special inspector in
accordance with Section 1705.19 in accordance with this section and as directed by the fire
code official.
IBC SECTION 910
SMOKE AND HEAT REMOVAL
*IBC 910.2.3; added to read as follows:
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[F] 910.2.3 Group H. Buildings and portions thereof used as a Group H occupancy
as follows:
1. In occupancies classified as Group H-2 or H-3, any of which are more than
15,000 square feet(1394 in 2) in single floor area.
2. In areas of buildings in Group H used for storing Class 2, 3 and 4 liquid and
solid oxidizers, Class 1 and unclassified detonable organic peroxides, Class 3
and 4 unstable (reactive)materials, or Class 2 or 3 water-reactive materials as
required for a high-hazard commodity classification.
Exception: Buildings of noncombustible construction containing only
noncombustible materials.
*IBC Section 910.4.3.1; chan-ae to read asfollows:
910.4.3.1 Makeup Air. Makeup air openings shall be provided within 6 feet(1829
mm) of the floor level. Operation of makeup air openings shall be automatic. The
minimum gross area of makeup air inlets shall be 8 square feet per 1,000 cubic feet per
minute(0.74 m2 per 0.4719 m3/s) of smoke exhaust.
IBC SECTION 912
FIRE DEPARTMENT CONNECTIONS
*IBC Section 912.2; add a paragraph to read as,follows:
Fire Department Connection (FDC) shall be located within fifty (50) ft. of a dedicated
street or fire apparatus access road and shall be within one hundred fifty(150)ft. (45,720 mm)
hose lay distance of the nearest fire hydrant. For standpipe systems, fire department
connections shall be within one hundred fifty(150)ft. (45,720 mm) of the fire hydrant. Each
building shall be equipped with its own FDC.
IBC SECTION 913
FIRE PUMPS
*IBC Section 913.1; add a second paragraph and exception to read asfollows:
The fire pump room shall be located on the ground level at an exterior wall and provided
with an exterior fire department access door that is not less than 3 feet in width and 6 feet 8
inches in height, regardless of any interior doors that are provided.An approved key box with
access keys shall be provided at this door, as required by Section 506.1.
Exception: Existing installations undergoing remodel or change of occupancy
when approved by the fire code official.
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*IBC Section 914.3.1; delete the exception.
IBC SECTION 915
CARBON MONOXIDE DETECTION
*IBC Section 915.2.3; Change to read as ollows:
915.2.3 Group E occupancies. Carbon monoxide detection shall be installed in
classrooms in Group E occupancies. Carbon monoxide alarm signals shall be
automatically transmitted to an on-site location that is staffed by school personnel during
school hours.
Exceptions:
1. Carbon monoxide alarm signals shall not be required to be automatically
transmitted to an on-site location that is staffed by school personnel in
Group E occupancies with an occupant load of 30 or less.
2. Carbon monoxide alarm signals shall not be required to be automatically
transmitted to an on-site location for portable classroom structures.
*IBC Section 915.6; Change to read as follows:
915.6 Maintenance. Carbon monoxide alarms and carbon monoxide detection systems
shall be maintained in accordance with NFPA 720. Carbon monoxide alarms and carbon
monoxide detectors that become inoperable or begin producing end-of-life signals shall be
replaced by the owner of the occupancy.
CHAPTER 10—MEANS OF EGRESS
IBC SECTION 1003
GENERAL MEANS OF EGRESS
IBC Section 1003.1.1; added to read as follows:
1003.1.1 Additional means of egress components. When additional elements,
including but not limited to extra stairs or doors, are provided, they shall comply with the
provisions of Sections 1003 through 1015, except as follows:
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a. Area of refuge of Section 1009:
b. Exit signs, Section 1013, are not required for additional doors.
Any additional means of egress element, including but not limited to, doors, open stairs,
enclosed stairs or exterior stairs, provided to comply with any means of egress provision
shall be considered as a required element.
IBC SECTION 1004
OCCUPANT LOAD
*IBC Section 1004.5; delete the exception.
IBC TABLE 1004.5
MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT
*IBC Table 1004.5;amend and add the following categories:
Function of Space
Note: "Functions"listed are not to be considered
as an occupancy Group classification. Example:
"Assembly"provisions will apply to Group A
assemblies as well as Group B assemblies,or any
other use that functions as an assembly.
Assembly without fixed seats
Concentrated(chairs only-not fixed) 7 net
Dance floors 7 net
Standing space 5 net
Unconcentrated tables and chairs 15 net
Business areas 150 net
Group B used for Assembly uses with an occupant Same as Assembly
load less than 50
Other Group B occupancies As assigned based upon the actual use
Day Care 35 net
Adult Day Care 30 net
Educational
Classroom area—Group E occupancies through 20 net
the 121h grade
Classroom area—other than listed above Same as Assembly
Shops,labs with tables and other vocational room 50 net
areas
Gymnasiums/Sport Area
When dedicated for sporting event only Total number of sport participants,coaches,and
other accessory personnel
When usable for other events,e.g.graduation 15 net
ceremonies,assembly meetings,parties,etc.
includes schoolgyms)
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Note: All high school gyms will be considered as
used for events. Other schools will be
individually evaluated.
Waiting areas
When associated with professional services 15 net
When associated with pick up/drop off locations Same as primary function
IBC SECTION 1010
DOORS, GATES AND TURNSTILES
*IBC Section 1010.1; add a sentence to the first paragraph and exception to read as
follows:
Electric devices controlling means of ingress or egress shall be permitted through the Fire
Department and subject to the approval of the fire code official, as per Fire Code Section
105.7.20.
Exception: Stand-alone battery operated or mechanical code controlled devices
that provide unrestricted mechanical egress.
*IBC Section 1010.1.6; amend exception I add an exception 2 to read asefollows:
Exceptions:
1. In occupancy Group R-2 or R-3,threshold heights on the exterior side of sliding
and side-hinged exterior doors shall be . . . (remainder unchanged). . .
*IBC Section 1010.2.4; add an item 3.4 and 3.5 to read ase ollows:
3.4 When doors or sets of doors at one egress location occur in a series, the key-
operated locking devices shall only be installed on one door or set of doors.
Key-operated locking devices shall not be installed on both the outer and inner
door(s).
3.5 In lieu of a key-operated locking device (double keyed dead bolt) a thumb turn
dead bolt may be used provided it is a 1/4 turn dead bolt. All other provisions,
including readily distinguishable as locked, are still applicable.
*IBC section 1010.2.4; add an item 4.1 to read asfollows:
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4.1 Where egress doors are used in pairs and positive latching is required,approved
automatic flush bolts shall be permitted to be used, provided that both leaves
achieve positive latching regardless of the closing sequence and the door leaf
having the automatic flush bolts has no doorknobs or surface mounted
hardware.
*IBC 1010.2.5; change exceptions 3 and 4 to read as ollows:
3. Where a pair of doors serves an occupant load of less than 50 persons in a Group B, F,
M or S occupancy, manually operated edge-or surface-mounted bolts are permitted on
the inactive leaf. The inactive leaf shall contain no doorknobs, panic bars or similar
operating hardware.
When the doors are indistinguishable as to which door to use for exiting, such as
matching glass doors with matching push bars, both doors shall be operational and a
sign shall be posted adjacent to the doors stating: THESE DOORS TO REMAIN
UNLOCKED WHEN BUILDING IS OCCUPIED.
4. Where a pair of doors serves a Group A, B, F, M or S occupancy, manually operated
edge-or surface-mounted bolts are permitted on the inactive leaf provided such inactive
leaf is not needed to meet egress with requirements and the building is equipped
throughout with an automatic sprinkler system in accordance with Section 903.3.1.1.
The inactive leaf shall contain no doorknobs,panic bars or similar operating hardware.
When the doors are indistinguishable as to which door to use for exiting, such as
matching glass doors with matching push bars, both doors shall be operational and a
sign shall be posted adjacent to the doors stating: THESE DOORS TO REMAIN
UNLOCKED WHEN BUILDING IS OCCUPIED.
*IBC Section 1010.2.7; Change to read as follows:
[F] 1010.2.7 Stairway doors. Stairway doors shall comply with the following
sections.
*IBC Section 1010.2.7.1;Add to read asfollows:
1010.2.7.1 Stairway doors serving other than high rise buildings. Interior
stairway means of egress doors shall be openable from both sides without the use of a
key or special knowledge or effort.
Exceptions:
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1. Stairway discharge doors shall be openable from the egress side and shall
only be locked from the opposite side.
2. This section shall not apply to doors arranged in accordance with Section
403.5.3 of the building code.
3. Stairway exit doors are permitted to be locked from the side opposite the
egress side, provided they are openable from the egress side and capable of
being unlocked from the ingress side with a master key. Four master keys
shall be located in the required key box and shall be labeled "Stairwell
Master Key".
*IBC Section 1010.2.7.2;Add to read as follows:
[F] 1010.2.7.2 Stairway doors serving high-rise buildings. Stairway doors shall
be installed and operated as specified in Section 403.5.3.
*IBC Section 1010.2.7.3;Add to read asfollows:
[F] 1010.2.7.3 Exit Stairway door electric locking devices. Only electrified
latching panic bars or electrified latching mortise handsets are allowed to be installed
on exit stairwell doors, unless otherwise approved in writing by the fire code official.
*IBC Section 1010.2.12; Change to read as follows:
[F] 1010.2.12 Sensor release of electrically locked egress doors. The electric locks
on sensor released doors are permitted where installed and operated in accordance with all
of the following criteria unless otherwise approved by the Fire Code Official:
1. Loss of power to the lock or locking system shall automatically unlock the electric
locks.
2. The doors shall be arranged to unlock from a manual unlocking device located 40
inches to 48 inches(1016 mm to 1219 mm)vertically above the floor and within 5 feet
(1524 mm) of the secured doors. Ready access shall be provided to the manual
unlocking device by a red or green actuator at least a 1 5/8 inch diameter and the device
shall be clearly identified by a sign that reads "PUSH TO EXIT." When operated, the
manual unlocking device shall result in direct interruption of power to the lock —
independent of other electronics— and the doors shall remain unlocked for not less
than 15 seconds.
Exception: Electronic touch release panic bars.
3. The doors shall additionally be arranged to unlock from an infrared sensor (motion
detector) upon approach of the door(s).
4. Activation of the building fire alarm system, where provided, shall automatically
unlock the electric locks, and the electric locks shall remain unlocked until the fire
alarm system has been reset.
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5. Activation of the building automatic sprinkler system or fire detection system, where
provided, shall automatically unlock the electric locks. The electric locks shall remain
unlocked until the fire alarm system has been reset.
6. The door locking system units shall be listed in accordance with UL 294.
Exception: Electric locks that provide mechanical egress are only required to comply
with Item 6. above.
*IBC Section 1010.2.12.1 and 2—Add to read as,follows.-
IF] 1010.2.12.1 Emergency release of electrically locked egress doors. When
required by the fire code official, an approved positive latching emergency release
device that directly interrupts lock power must be located 40 to 48 inches above the
floor within 2 feet of the door. An approved sign must be installed that reads
"Emergency Door Release". Any alternate means of release must be approved in
writing by the fire code official.
IF] 1010.2.12.2 Access to exits. Access to exits shall not be restricted unless
approved in writing by the fire code official or otherwise allowed by Section 1010.
*IBC Section 1010.2.13; Change to read as follows--
IF] 1010.2.13 Delayed egress. Delayed egress locks shall not be installed unless
approved by variance via the Construction and Fire Prevention Board of Appeals. Where
approved as such, delayed egress locking systems shall be permitted to be installed on
doors serving any occupancy except Group A, E and H in buildings that are equipped
throughout with an automatic sprinkler system in accordance with Section 903.3.1.1 or a
fire alarm system installed as required by the occupancy classification specified in Section
907 with additional automatic smoke detection installed in corridors, areas open to the
corridors and common areas in accordance with Section 907.
{Delete numerical list 1 through 3.)
*IBC Section 1010.2.13.1; change to read as follows:.
IF]1010.2.13.1 Delayed egress locking system. Where approved for use by the
Construction and Fire Preventino Board of Appeals, Tthe delayed egress locking system
shall be installed ... (remainder unchanged)
*IBC Section 1010.2.13.1;Delete Exception to Item 4.
*IBC Section 1010.2.14; Change Items 3 and 4 to read as follows:
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3. The door locking system shall be installed to have the capability of being
unlocked at the fire command center, a nursing station or other approved
location and shall have an approved means of unlocking at the controlled
door...
4.A building occupant shall not be required to pass through more than one door
equipped with a controlled egress locking system before entering an exit,
unless otherwise approved by the fire code official.
*IBC Section 1010.2.14; Change Exception 2 to read as follows,-
2. Items 2 through 4 shall not apply to doors to areas where a listed egress
control system is utilized to reduce the risk of child abduction from nursery
and obstetric areas of a Group 1-2 hospital.
IBC SECTION 1012
RAMPS
*IBC Section 1012.1; add a sentence to exception #3 to read as follows:
This exception applies to parking spaces installed along the vehicle ramp. Accessible
parking shall not be installed on the ramp. The portion of the vehicle ramp from the parking
space to the next landing can only be used as a exit access for those spaces along the ramp
between landings unless in compliance with Section 406.2.5.
IBC SECTION 1013
EXIT SIGNS
*IBC Section 1013.5; changed to read as follows:
1013.5 Internally illuminated exit signs. Electrically powered, and self-luminous shall
be listed and labeled in accordance with UL 924 and shall be installed in accordance with the
manufacturer's instructions, Sections 1013.5.1, 1013.5.3 and Chapter 27. Exit signs shall be
illuminated at all times. If photoluminescent exit signs are approved by Board variance, a
charging light shall be installed nearby in accordance with UL 924 that cannot be manually
turned off except with the overcurrent protection device.
IBC SECTION 1015
GUARDS
*IBC Section 1015.8; add exception #5 to read as follows:
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5. In the original portion of a historical contributing structure, when creating or
installing new windows, or when adjusting the window dimensions of an existing
window, the window sill may be as approved by the Historical Cultural and
Landmark Commission during their approval process when determined to be
appropriate to maintain the historical significance.
IBC SECTION 1017
EXIT ACCESS TRAVEL DISTANCE
*IBC Table 1017.2; amend footnote "c" and add a footnote "f" to read as follows:
F-2, S-2, U 1 300 f 400 °'f
c. Buildings equipped throughout with an automatic sprinkler system in accordance
with Section 903.3.1.1. For Group B occupancies, this sprinkler increase may be
applied on each floor that is fully sprinklered throughout, without requiring the
entire building to be sprinklered.
f. Single use open parking garages in accordance with Section 406.5.4.1, may have
the following travel distances:
-Non-sprinklered open parking garages may have 450' travel distance.
- Sprinklered open-parking garages may have 600' travel distance.
IBC SECTION 1020
CORRIDORS
*IBC Section 1020.1; add an exception 46 to read as follows:
6. In existing Group B office buildings, corridor walls and ceilings need not be of
fire-resistive construction within a single tenant when in compliance with the
following:
a. the occupant load of the tenant space does not exceed 100; or,
b. the building is equipped with an approved fire alarm system in accordance
with Section 907.2.2 and smoke detectors are installed within the corridor.
*IBC Table 1020.1; add a footnote "e"in to read as follows:
A, B, E, F, M, S, U I Greater than 30 1 Oe
e. Corridors of existing Group B office buildings need not be of fire-resistive construction when the
entire story in which the space is located is equipped with an automatic sprinkler system
throughout.
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*IBC Section 1020.7; add exception #3 and changed to read as follows:
1020.7 Corridor continuity. Corridors shall be continuous from the point of entry to an
exit, and shall not be interrupted by intervening rooms.
Exceptions:
3. When the corridor within an individual tenant space is not required to be fire-
resistance-rated, it is permitted to pass through open office/business spaces
provided the exit path is clearly marked through the office/business area to
the point of exit.
IBC SECTION 1027
EXTERIOR EXIT STAIRWAYS AND RAMPS
*IBC Section 1027.4; changed to read asfollows:
1027.4 Side yards. The open areas adjoining exterior exit ramps or stairways shall be in
direct contact with either yards, courts or public ways;the remaining sides are permitted to be
enclosed by the exterior walls of the building.
Exception: Any stairway at the end of an open ended corridor that is pulled
into the building shall be considered an exterior stair if in compliance with both of the
following provisions:
1. The bottom riser is no more than 1 foot inside the exterior wall, and
2. No riser is located more than 20 feet inside the exterior walls.
*IBC Section 1027.6 changed to read as follows:
1027.6 Exterior ramps and stairway protection. Exterior exit stairways and ramps shall
be separated from the interior of the building as required in Section 1023.2 Openings shall be
limited to those necessary for egress from normally occupied spaces. Where a vertical plane
projecting from the edge of an exterior exit stairway or ramp and landings is exposed by other
parts of the building at an angle of less than 180 degrees (3.14 rad), the exterior wall shall be
rated in accordance with Section 1023.7
{Exceptions 1, 2 and 4 remain unchanged. Exception 3 changed as follows.}
3. Separation from the interior open-ended corridors of the building is not required for
exterior exit stairway or ramps, provided that Items 3.1 through 3.6 are met:
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3.1 The building, including corridors and ramps and stairs, shall be equipped
throughout with an automatic sprinkler system in accordance with Section
903.3.1.1 or 903.3.1.2.
3.2 The open-ended corridors comply with Section 1020.
3.3 The open-ended corridors are connected on each end to an exterior exit stairway
or ramp complying with Section 1027.
3.4 The exterior walls and openings adjacent to the exterior exit stairway or ramp
comply with Section 1023.7
3.5 At any location in an open-ended corridor where a change of direction exceeding
45 degrees (0.79 rad) occurs, a clear opening of not less than 35 square feet (3.3
m2) or an exterior stairway or ramp shall be provided. Where clear openings are
provided, they shall be located so as to minimize the accumulation of smoke or
toxic gases.
3.6 When in compliance with this exception,the travel distance of Section 1006 may
be measured from the most remote point to the first tread of the stair.
IBC SECTION 1030
ASSEMBLY
*IBC Section 1030.1; changed to read as follows:
1030.1 General. A room or spaces used for assembly purposes shall comply with this
section.
*IBC Section 1030.1.1.1; changed to read as ollows:
1030.1.1.1 Spaces under grandstands and bleachers. Enclosed spaces under
grandstands or bleachers shall be separated by fire barriers ... (remainder unchanged)...
IBC SECTION 1032
MAINTENANCE OF THE MEANS OF EGRESS
*IBC Section 1032; copied from the Fire Code to read as follows:
[F] SECTION 1032
MAINTENANCE OF THE MEANS OF EGRESS
[F] 1032.1 General. The means of egress for buildings or portions thereof shall be
maintained in accordance with this section and Fire Code Chapter 11.
[F] 1032.2 Reliability. Required exit accesses, exits or exit discharges shall be
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continuously maintained free from obstructions or impediments to full instant use in the
case of fire or other emergency at all times. An exit or exit passageway shall not be used
for any purpose that interferes with a means of egress.
[F] 1032.2.1 Lift-out bars. In other than I and R occupancies and high-rise
buildings, and when approved by the fire code official, lift-out bars may be utilized
under the following provisions:
1. Bar shall be removable with a single effort not to exceed 15 pounds.
2. Installation of such devices shall not reduce the required minimum egress width of
the subject door when fully open. Projections into the means of egress shall not
exceed that allowed by Sections 1003.3, 1005 and 1008 and shall not result in an
obstruction or impediment to egress.
3. Bar shall be marked with "Lift to Remove" in 2 inch letters with contrasting
background.
4. Each door shall be marked with "This Door to be Unlocked when building is
occupied" in 2 inch letters with contrasting background.
5. Bars shall be stored in an area not accessible to the public when occupied.
6. Bars shall not be capable of being locked in place.
[F] 1032.3 Obstructions. A means of egress shall be free from obstructions that would
prevent its use, including the accumulation of snow and ice.
[F] 1023.3.1 Groupe I-2. In Group I-2, the required clear width for aisles, corridors
and ramps that are part of the required means of egress shall comply with Section 407.4.3
and Section 1020.3 of the International Fire Code. The facility shall have a plan to
maintain the required clear width during emergency situations.
Exceptions: In areas required for bed movement, equipment shall be permitted in
the required width where all of the following provision are met:
1. The equipment is low hazard and wheeled
2. The equipment does not reduce the effective clear width for the means of egress
to less than 5 feet(1525 mm)
3. The equipment is limited to:
3.1. Equipment and carts in use
3.2. Medical emergency equipment
3.3. Infection control carts
3.4. Patient lift and transportation equipment
4. Medical emergency equipment and patient lift and transportation equipment,
when not in use, are required to be located on one side of the corridor.
5. The equipment is limited in number to not more than one per patient sleeping
room or patient care room within each smoke compartment
[F] 1032.4 Exit signs. Exit signs shall be installed and maintained in accordance with
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Section 1104 of the International Fire Code. Decorations, furnishings, equipment or adjacent
signage that impairs the visibility of exit signs, creates confusion or prevents identification of
the exit shall not be allowed.
[F] 1032.5 Nonexit identification. Where a door is adjacent to, constructed similar to
and can be confused with a means of egress door, that door shall be identified with an
approved sign that identifies the room name or use of the room.
[F] 1032.6 Furnishings and decorations. Means of egress doors shall be maintained in
such a manner as to be distinguishable from the adjacent construction and finishes such that
the doors are easily recognizable as doors. Furnishings, decorations or other objects shall not
be placed so as to obstruct exits, access thereto, egress therefrom, or visibility thereof.
Hangings and draperies shall not be placed over exit doors or otherwise be located to conceal
or obstruct an exit. Mirrors shall not be placed on exit doors. Mirrors shall not be placed in
or adjacent to any exit in such a manner as to confuse the direction of exit.
[F] 1032.7 Emergency escape openings. Required emergency escape openings shall be
maintained in accordance with the code in effect at the time of construction or, when
applicable,the provisions of Fire Code Chapter 11, or the Minimum Building Standards Code
and the following:
1. Required emergency escape and rescue openings shall be operational from the inside
of the room without the use of keys or tools.
2. Bars, grilles, grates or similar devices are allowed to be placed over emergency escape
and rescue openings provided the minimum net clear openings size is maintained and
the unit is equipped with smoke alarms installed in accordance with Section 907.11 of
the International Fire Code. Such devices shall be releasable or removable from the
inside without the use of a key, tool or force greater than that which is required for
normal operation of the escape and rescue opening. Bars, grills, grates and similar
devices require a building permit as specified in the Building Code and Residential
Code.
[F] 1032.8 Inspection, testing and maintenance. Two-way communications systems
shall be inspected and tested on a yearly basis to verify that all components are operational.
When required, the tests shall be conducted in the presence of the fire code official. Records
of inspection, testing and maintenance shall be maintained.
CHAPTER 11 —ACCESSIBILITY
IBC SECTION 1101
GENERAL
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*IBC Section I101.1; add exception to read asfollows:
Exceptions: Buildings regulated under State Law and built in accordance with
State registered plans, including any variances or waivers granted by the State, shall
be deemed to be in compliance with the requirements of this section.
IBC SECTION 1106
PARKING AND PASSANGER LOADING FACILITES
*IBC Section 1106.1.1; added to read as follows:
1106.1.1 Comprehensive Zoning Ordinance. The required number of accessible spaces
and van accessible spaces as specified in the Comprehensive Zoning Ordinance, including any
variances thereto, shall take precedent over this section.
IBC SECTION 1110
OTHER FEATURES AND FACILITIES
*IBC Section 1110.2.4; add a second Para aph to read as follows:
For existing toilet rooms with multiple non-accessible compartments, it is permissible to
remove no more than one fixture per toilet room in order to make a neighboring fixture
wheelchair-accessible, even if it reduces the number of remaining fixtures to less than the
number required.
CHAPTER 12—INTERIOR ENVIRONMENT
IBC SECTION 1202
VENTILATION
*IBC Section 1202.1; change to read asfollows:
1202.1 General. Buildings shall be provided with natural ventilation in accordance with
Section 1202.5, or mechanical ventilation in accordance with the International Mechanical
Code.
Where air infiltration rate in a dwelling unit is 5 air changes or less per hour when tested
with a blower door at a pressure 0.2 inch w.c. (50 Pa) in accordance with Section R402.4.1.2
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of the International Energy Conservation Code—Residential Provisions, the dwelling unit
shall be ventilated by mechanical means in accordance with Section 403 of the International
Mechanical Code. Ambulatory care facilities and Group I-2 occupancies shall be ventilated
by mechanical means in accordance with Section 407 of the International Mechanical Code.
IBC SECTION 1210
TOILET AND BATHROOM REQUIREMENTS
*IBC Section 1210.2.2, exception #2; changed to read as follows:
2. Toilet rooms that are accessed only through a private office,not for common
or public use and that have not more than one water closet; provided that walls around
urinals comply with the minimum surrounding material specified by Section 419.3 of
the Plumbing Code.
IBC SECTION 1211
*IBC Section 1211; added to read as follows:
1211.1 Scope. Sound insulation requirements for noise sensitive uses near airports shall
be in compliance with Appendix L.
CHAPTER 14—EXTERIOR WALLS
IBC SECTION 1404
INSTALLATION OF WALL COVERINGS
*IBC Section 1404.2; add a second paragraph to read as follows:
All wood or other products exposed to the weather shall be painted or treated with an approved
treatment, or shall possess a natural or inherent protection method.
CHAPTER 15—ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
IBC SECTION 1505
FIRE CLASSIFICATION
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*IBC Section 1505.7; delete.
IBC SECTION 1507
REQUIREMENTS FOR ROOF COVERINGS
*IBC Section 1507.10.1; add an exception to read asfollows:
Exception: Engineered roofs designed to provide adequate drainage after the long-
time deflection from dead loads or designed to support maximum loads, including
possible ponding of water from any source, including snow, due to deflection, may
have a design slope of a minimum of one-eighth unit vertical in 12 units horizontal (1-
percent slope).
IBC Section 1507.12.1; add an exception to read asefollows:
Exception: Engineered roofs designed to provide adequate drainage after the long-
time deflection from dead loads or designed to support maximum loads, including
possible ponding of water from any source, including snow, due to deflection, may
have a design slope of a minimum of one-eighth unit vertical in 12 units horizontal (1-
percent slope).
IBC SECTION 1512
REROOFING
*IBC Section 1512.1; add a sentence at end to read asfollows:
1512.1 General. Materials and methods of applications used for recovering or replacing
an existing roof covering shall comply with the requirements of Chapter 15. All individual
replacement shingles or shakes shall be in compliance with the rating required by Table 1505.1.
*IBC Sections 1512.6 and 1512.7; added to read as follows:
1512.6 Maintain existing provisions. When reroofing, or repairing existing roofing, the
installer is required to insure the following items are maintained:
1. Existing roof drains and drainage systems are maintained clear an unobstructed.
When in the opinion of the Building Official the existing drainage system appears
inadequate, the system shall be re-evaluated and when necessary required to
comply with the provisions for new construction.
2. Fire-retardant requirements are maintained.
1512.7 Attic space. Construction of a sloped or flat roof over an existing roof in a manner
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that creates an attic or a concealed space shall require the removal of any existing roofing
material, composed of tar, asphalt or roof insulation, from the newly created attic space.
CHAPTER 16— STRUCTURAL DESIGN
IBC SECTION 1611
RAIN LOADS
*IBC Section 1611.1; changed to read as-follows:
1611.1 Design rain loads. Each portion of a roof shall be designed to sustain the load of
rainwater that will accumulate on it if the primary drainage system for that portion is blocked
plus the uniform load caused by water that rises above the inlet of the secondary drainage
system at its design flow. The design rainfall shall be based six (6) inches per hour rainfall
rate.
IBC SECTION 1612
FLOOD LOADS
*IBC Section 1612.1; changed to read asfollows:
1612.1 General. Within flood hazard areas as established in other City ordinances, all
new construction of buildings, structures and portions of buildings, structures and portions of
buildings and structures, including substantial improvements and restoration of substantial
damage to buildings and structures, shall be designed and constructed to resist the effects of
flood hazards and flood loads in accordance with the provisions specified by the Department
of Transportation and Public Works. For buildings that are located in more than one flood
hazard area, the provisions associated with the most restrictive flood hazard area shall apply.
At the discretion of the Director of Transportation and Public Works, or his authorized
representative, any or all of the provisions of this section may be used.
*IBC Section 1612.3; delete.
CHAPTER 17—SPECIAL INSPECTIONS AND TESTS
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IBC SECTION 1704
SPECIAL INSPECTIONS AND TESTS, CONTRACTOR RESPONSIBILITY AND
STRUCTURAL OBSERVATION
*IBC Section 1704.2; changed to read asfollows:
1704.2 Special inspections and tests. Where application is made to the Building Official
for construction as specified in Section 105, the owner or the owner's authorized agent, or the
registered design professional in responsible charge, other than the contractor, shall employ
one or more approved agencies to provide special inspections and tests during construction on
the types of work listed under Section 1705 and identify the approved agencies to the Building
Official. The special inspector shall not be employed by the contractor. These special
inspections and tests are in addition to the inspections identified by the Building Official that
are identified in Section 110.
(Exceptions unchanged)
*IBC Section 1704.2.1; changed to read as follows:
1704.2.1 Special inspector qualifications. Prior to the start of construction and or
upon request, the approved agencies shall provide written documentation to the registered
design professional in responsible charge and the building official demonstrating the
competence and relevant experience or training of the special inspectors who will perform
the special inspections and tests during construction. {Remainder unchanged}
*IBC Section 1704.2.4; changed to read as follows:
1704.2.4 Report requirement. Approved agencies shall keep records of special
inspections and tests. The approved agency shall submit reports of special inspections and
tests to the Building Official upon request, and to the registered design professional in
responsible charge.Individual inspection reportsshall indicate that work inspected or tested
was or was not completed in conformance to approved construction documents.
(Remainder unchanged)
*IBC Section 1704.2.5.2; changed to read as follows:
1704.2.5.1 Fabricator approval. Special inspections during fabrication required
by Section 1704 are not required where the work is done on the premises of a fabricator
registered and approved to perform such work without special inspection. Approval
shall be based upon review of the fabricator's written fabrication procedures and quality
control manuals that proive a basis for control of materials and workmanship, with
periodic auditing of fabrication and quality control practices by an approved agency,
or a fabricator that is enrolled in a nationally accepted inspections program. At
completion of fabrication, the approved fabricator shall submit a certificate of
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compliance to the owner or the owner's authorized agent or the registered design
professional in responsible charge, stating that the work was performed in accordance
with the approved construction documents. The certificate of compliance shall also be
made available to the Building Official upon request.
*IBC Section 1705.19; changed to read as ollows:
[F] 1705.19 Testing for smoke control. Smoke control systems shall be tested in
accordance with this section, Section 909.18.8 and as directed by the fire code official.
CHAPTER 18—SOILS AND FOUNDATIONS
IBC SECTION 1801
GENERAL
*IBC Section 1801.2; added to read asfollows:
1801.2 Hazards. Whenever the building official determines that any existing excavation
or embankment or fill on private property has become a hazard to life and limb, or endangers
property, or adversely affects the safety, use or stability of a public way or drainage channel,
the owner of the property upon which the excavation or fill is located, or other person or agent
in control of said property, upon receipt of notice in writing from the building official, shall
within the period specified therein repair or eliminate such excavation or embankment to
eliminate the hazard and to be in conformance with the requirements of this code.
IBC SECTION 1804
EXCAVATION, GRADING AND FILL
*IBC Section 1804.4; changed to read as follows:
1804.4 Site grading. The ground immediately adjacent to the foundation shall be sloped
away from the building at a slope of not less than one unit vertical in 20 units horizontal (5-
percent slope) for a minimum distance of 10 feet (3048 mm) measured perpendicular to the
face of the wall. If physical obstructions or lot lines prohibit 10 feet (3048 mm) of horizontal
distance, a 5-percent slope shall be provided to an approved alternative method of diverting
water away form the foundation. Swales used for this purpose shall be sloped a minimum of
2 percent where located within 10 feet (3048 mm) of the building foundation. Impervious
surfaces within 10 feet(3048 mm) of the building foundation. Impervious surfaces within 10
feet(3048 mm) of the building foundation shall be sloped a minimum of 2 percent away from
the building. See Figure 1804.3. See also Section 1809.7.1 and Figure 1809.7.1.
Exception: Where climatic or soil conditions warrant, the slope of the ground away
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from the building foundation shall be permitted to be reduced as approved by the
Transportation Public Works Storm Water Section.
The procedure used to establish the final ground level adjacent to the foundation shall account
for additional settlement of the backfill.
*IBC Figure 1804.3; added to read asfollows:
Figure 1804.3
Site Drainage and Termite Protection
Minimum foundation
exposure=6"
ID
Minimum slope must be 1:20 (6"in 10'),
for a distance of 10'when possible.
Minimum foundation
Exposure =4"
a
.D •D
Minimum slope must be 1:20 (6"in 10'),
for a distance of 10'when possible.
IBC SECTION 1807
FOUNDATION WALLS,RETAINING WALLS AND EMBEDDED POSTS AND
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POLES
*IBC Section 1807.2.5; added to read as follows:
1807.2.5 Material. Wood retaining walls exceeding four (4) feet in height shall be
constructed of new wood properly treated for such use. Measurement shall be from the
bottom of the footing to the top of the wall. See Section 105.2, item#4 for retaining walls
in succession. See Section 1610.1.
IBC SECTION 1808
FOUNDATIONS
*IBC Section 1808.10; added to read as follows:
1808.10 Minimum distance of swimming pools from foundations. Swimming pools
closer than 5' to a nearby building foundation, measured from outside pool wall to the
foundation, may not be closer than one horizontal foot at finish grade for every vertical foot of
swimming pool depth.
Exception: Systems designed by an engineer registered in the State of Texas.
IBC SECTION 1809
SHALLOW FOUNDATIONS
*IBC Section 1809.7.1; added to read asfollows:
1809.7.1 Alternate foundations. When engineered foundations are not required by
other sections of this code, and unless in soils considered inadequate, as determined by the
Building Official, for structures of standard construction, Figure No. 1809.7.1 may be
accepted as an alternate foundation design for the occupancies and conditions specified.
FIGURE NO. 1809.7.1
*Figure No. 1809.7.1; added as follows:
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Ordinance No.25382-03-2022
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CHAPTER 23 - WOOD
IBC SECTION 2304
GENERAL CONSTRUCTION REQUIREMENTS
*IBC Section 2304.12.1.2.1; added to read as follows:
2304.12.1.2.1 Exterior bottom plates. All exterior wall bottom plates shall be of
naturally durable or preservative-treated wood.
*IBC Section 2304.12.2.7; add an exception to read as follows--
Exception: When chemicals or other methods of protection are undesirable to
the building owner/buyer provided an exposed exterior surface in compliance with
Figure 1804.3 is provided.
IBC SECTION 2308
CONVENTIONAL LIGHT-FRAMED CONSTRUCTION
*IBC 2308.7.1; changed to read as follows:
2308.7.1 Ceiling joist spans. Spans for ceiling joists shall be in accordance with
Table 2308.7.1(1). Attic storage shall be considered another floor. (See definition of
Attic). For other grades and species, and other loading conditions, refer to the AWC
STJR.
Decking for equipment access and work area,as required in the Mechanical Code, shall
comply with the decking requirements for a floor, or shall be a minimum of a single
layer of 3/4" plywood.
*IBC Section 2308.7.7; add an exception to read as follows:
Exception: When purlins are supported by struts to a joist in lieu of a bearing
wall, such joists must be designed as a double floor joists for the span applied.
Adequate bracing shall be provided to prevent rotation.
CHAPTER 24—GLASS AND GLAZING
IBC SECTION 2406
SAFETY GLAZING
*IBC Section 2406.3; exception 1 is deleted.
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CHAPTER 27 - ELECTRICAL
*IBC Chapter 27; changed to read as follows.-
SECTION 2701
GENERAL
2701.1 Scope. The provisions of this chapter and NFPA 70 shall govern the design,
construction, erection and installation of the electrical components, appliances, equipment
and systems used in buildings and structures covered by this code. The International Fire
Code, and NFPA 70 shall govern the use and maintenance of electrical components,
appliances, equipment and systems. The International Existing Building Code and NFPA
70 shall govern the alteration, repair, relocation, replacement and addition of electrical
components, appliances, or equipment and systems.
2701.1.1 COPS. For Critical Operations Power Systems necessary to maintain
continuous power supply to facilities or parts of facilities that require continuous
operation for the reasons of public safety, emergency management, national security,
or business continuity, see the Electrical Code, Article 708.
CHAPTER 29—PLUMBING SYSTEMS
IBC SECTION 2901
GENERAL
*IBC Section 2901.1; add a sentence to read as follows:
The provisions of this Chapter are meant to work in coordination with the provisions of
Chapter 4 of the Plumbing Code. Should any conflicts arise between the two chapters,
the Code Official shall determine which provision applies.
IBC SECTION 2902
MINIMUM PLUMBING FACILITIES
*IBC Section 2902.1; changed to read as follows:
2902.1 Minimum number of fixtures. Plumbing fixtures shall be provided for the type
of occupancy and in the minimum number shown in Table 2902.1. based on the actual use
of the building or space and as follows:
1. Self-service storage facilities: shall be provided with one unisex accessible
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restroom for tenant usage.
2. Each Recreational Vehicle Park, or portion of a Manufactured Home Park used for
recreational vehicles, shall contain one (1) or more service buildings providing
separate sanitary facilities for men and women.
a. No lot space shall be located farther than five hundred (500) feet from such a
service building.
b. The entrances to such buildings shall be clearly marked to show which gender
the facilities serve.
c. Fixtures shall be provided at the following ratio per twenty(20) lots or fraction
thereof:
Toilets: Men (1)/Women (2)
Urinals: Men (1)
Lavatories: Men (1)/ Women (1)
Showers: Men (1)/Women (1)
d. Each building providing sanitary fixtures shall contain at least one (1) slop sink.
e. If male and female sanitary facilities are housed within the same structure,they
shall be separated by walls extending from the floor to the ceiling.
f. Toilets shall be located in separate compartments equipped with self-closing
doors. Shower stalls shall be individual and equipped with self-closing doors.
If dressing compartments are provided, each compartment shall be equipped
with a stool or a bench. The rooms shall be screened to prevent direct view of
the interior when the exterior doors are open.
Uses not shown in Table 2902.1 shall be considered individually by the code official.
The number of occupants shall be determined by the code official. Occupancy
classification shall be determined in accordance with this code. In other than E
occupancies, the minimum number of fixtures in Table 2902.1 may be lowered, if
requested in writing, by the applicant sating reasons for a reduced number and approved
by the code official.
*IBC Table 2902.1; add a footnote Y'in the title and after the table as follows.-
DRINKING FOUNTAINS
(SEE SECITON 410 OF
THE INTERNATIONAL
PLUMBING CODE)g
g. Drinking fountains are not required in M Occupancies with an occupant load of
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100 or less, B Occupancies with an occupant load of 25 or less, and for dining
and/or drinking establishments.
*IBC Section 2902.1.4; add new Section 2902.1.4 to read asfollows:
2902.1.4 Additional fixtures for food preparation facilities. In addition to the
fixtures required in this Chapter, all food service facilities shall be provided with
additional fixtures set out in this section.
2902.1.4.1 Hand washing lavatory. At least one hand washing lavatory shall
be provided for use by employees that is accessible from food preparation, food
dispensing and ware washing areas. Additional hand washing lavatories may be
required based on convenience of use by employees.
2902.1.4.2 Service sink. In new or remodeled food service establishments, at
least one service sink or one floor sink shall be provided so that it is conveniently
located for the cleaning of mops or similar wet floor cleaning tool and for the
disposal of mop water and similar liquid waste. The location of the service sink(s)
and/or mop sink(s) shall be approved by the City of Fort Worth Consumer Health
Section.
*IBC Section 2902.2; changed to read asfollows:
2902.2 Separate facilities. Where plumbing fixtures are required, separate
facilities shall be provided for each sex.
Exceptions:
1. Separate facilities shall not be required for private dwelling units or sleeping units.
2. Separate facilities shall not be required in structures or tenant spaces with a total
occupant load, including both employees and customers, of 50 or less.
3. Separate facilities shall not be required in mercantile occupancies in which the
maximum occupant load is 100 or less.
4. Separate facilities shall not be required in business occupancies in which the
maximum occupant load is 25 or fewer.
5. Separate facilities shall not be required to be designated by sex where single-user
toilets rooms are provided in accordance with Section 2902.1.2.
6. Separate facilities shall not be required where rooms having both water closets and
lavatory fixtures are designed for use by both sexes and privacy for water closets
are installed in accordance with Section 405.3.4 of the International Plumbing
Code. Urinals shall be located in an area visually separated from the remainder of
the facility or each urinal that is provided shall be located in a stall.
7. Self-service storage facilities need only provide one unisex restroom for storage
tenant usage. A single unisex employee restroom, when permitted and when
accessible by the tenants, may count for such restroom. Such restroom shall be
located near the facility entrance. Spaces converted to uses other than self-service
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storage shall comply with other applicable restroom provisions for that individual
space.
8. Aircraft T-hangar facilities need not install tenant restrooms when in compliance
with the following:
a. Each such tenant hangar space is less than 2,000 square feet in area.
b. There are restrooms located within 500 feet of the lease space.
*IPC Section 2902.3; change to read asefollows:
2902.3 Required public toilet facilities. Customers, patrons, and visitors shall be
provided with public toilet facilities in structures and tenant spaces intended for public
utilization. Facilities for public and employee use may be located in adjacent structures on
the same property and under the same ownership, lease or control. The number of
plumbing fixtures located within the required toilet facilities shall be provided in
accordance with section 403 for all users. Toilet rooms or bathing rooms accessed only
through a private office shall not be counted toward compliance with section 403.
Employees shall be provided with toilets facilities in all occupancies. Employee toilet
facilities shall be either separate or combined employee and public toilet facilities.
Exceptions: (unchanged)
CHAPTER 30—ELEVATORS AND CONVEYING SYSTEMS
IBC SECTION 3001
GENERAL
*IBC Section 3001.6; added to read as follows:
3001.6 General. The owner shall be responsible for the safe operation and
maintenance of each elevator, dumbwaiter, escalator or moving walk installation and shall
cause periodic inspections, tests and maintenance to be made on such conveyances.
SECTION 3002
HOISTWAY ENCLOSURES
*IBC Section 3002.10, 3002.10.1, 3002.10.2 and 3002.11; added to read as
follows:
3002.10 Pits. (ASME A17.1 —Section 2.2.1; Inquiry 07-50) A pit shall be
provided for each individual elevator.
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3002.10.1 Drainage. (ASME A17.1 —Section 2.2.2.3 thru 2.2.2.6)
2.2.2.3 Permanent provisions shall be made to prevent accumulation of ground water
in the pit.
2.2.2.4 Drains and sump pumps, where provided, shall comply with the applicable
plumbing code, and they shall be provided with a positive means to prevent
water, gases, and odors from entering the hoistway.
2.2.2.5 In elevators provided with Firefighters' Emergency Operation, a drain or sump
pump shall be provided. The sump pump/drain shall have the capacity to
remove a minimum of 11.4 m3/h (3,000 gal/h)per elevator.
2.2.2.6 Sumps and sump pumps in pits, where provide, shall be covered. The cover
shall be secured and level with the pit floor.
3002.10.2 Discharge. When drainage is installed, whether required or voluntary,
discharge shall comply with the following:
1. Where there is no expectation of hydraulic fluid or oil contamination, the drainage
may discharge into the sanitary sewer system, subject to the approval of the Water
Department Pre-treatment Division.
2. If installed in a location with possible contamination, a trap or interceptor rated for
the expected flow rate with a minimum"storage"capacity equivalent to the volume
of hydraulic fluid or oil that could be leaked into the drain,will be required prior to
discharge into the sanitary sewer, subject to the approval of the Water Department
Pre-treatment Division.
3. In either situation, discharge to the storm drainage system is not permitted.
4. Gravity drains that comply with the above provisions should be discussed with the
Building Offical before installation.
5. Drainage to a storage tank is not permitted without specific approval. Overflow of
such tanks shall be in compliance with the provisions listed in items 1 through 3
above.
3002.11 Other pipes, ducts or electrical wiring. See Sections 3002.9 and 3005.6
and the following:
(ASME A17.1 — Section 2.8.2.2) Only such electrical wiring, raceways, cables, coaxial
wiring, and antennas used directly in connection with the elevator, including wiring for
signals, for communication with the car, for lighting, heating, air conditioning, and
ventilating the car, for fire detecting systems, for pit sump pumps, and for heating and
lighting the hoistway and/or the machinery space, machine room, control space, or control
room shall be permitted to be installed inside the hoistway, machinery space, machine
room, control space, or control room
(ASME A17.1 —Section 2.8.3.4) Other pipes or ducts conveying gases, vapors, or liquid
and not used in connection with the operation of the elevator shall not be installed in any
hoistway, machinery space, machine room, control space or control room.
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IBC SECTION 3005
MACHINE ROOM
*IBC Section 3005.1; add two sentences to read as follows:
Elevator machine rooms shall be provided. All elevator control circuit boards, switch
gears, etc. that is necessary to maintain the operation of the elevator during an emergency
event shall be located within the machine room or inside the elevator hoistway if not
prohibited by other provisions.
*IBC Section 3005.4; delete the two exceptions
*IBC Section 3005.5; deleted.
*IBC Section 3005.7; added to read as follows:
IF] 3005.7 Fire Protection in Machine rooms, control rooms, machinery spaces
and control spaces. Fire protection in machine rooms, control rooms, machinery spaces
and controls paces shall comply with section 3005.7.1 through 3005.7.4
[F] 3005.7.1 Automatic sprinkler system. The building shall be equipped
throughout with an automatic sprinkler system in accordance with Section 903.3.1.1,
except as otherwise permitted by Section 903.3.1.1.1 and as prohibited by Section
3005.7.2.1.
[F] 3005.7.2.1 Prohibited locations. Automatic sprinklers shall not be installed in
machine rooms, elevator machinery spaces, control rooms, control spaces and elevator
hoist-ways.
[F] 3005.7.2.2 Sprinkler system monitoring. The sprinkler system shall have a
sprinkler control valve supervisory switch and water-flow initiating device provided
for each floor that is monitored by the building's fire alarm system.
[F] 3005.7.3 Water protection. An approved method to prevent water from
infiltrating into the hoistway enclosure from the operation of the automatic sprinkler
system outside the elevator lobby shall be provided.
[F] 3005.7.4 Shunt trip. Means for elevator shutdown in accordance with Section
3005.5 shall not be installed.
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IBC SECTION 3007
FIRE SERVICE ACCESS ELEVATOR
*IBC Section 3007.6; amended and new Section 3007.6.6 added to read as
ollows:
3007.6 Fire service access elevator lobby. The fire service access elevator shall open
into a fire service access elevator lobby in accordance with Sections 3007.6.1 through
3007.6.6.
[F] 3007.6.6 Storage and furniture. Where fire service access elevators are required,
fire service access elevator lobbies shall be maintained free of storage and furniture.
See Fire Code Section 607.
CHAPTER 31 —SPECIAL CONSTRUCTION
IBC SECTION 3102
MEMBRANE STRUCTURES
*IBC Section 3102.1; add a sentence to read asefollows:
Subject to approval of the building official and fire code official, such structures erected on
a building, balcony or deck may also be considered as a Tent, as defined in the Fire Code,
and in compliance with Chapter 24 of the Fire Code
*IBC Section 3102.4.1; added to read as follows:
3102.4.1 Membrane Covered Parking Structures. As an alternate to the provisions
of this code, membrane parking structures may comply with all of the following:
a. Must pass NFPA 701.
b. Maximum area per structure of combination of structures considered as one
building does not exceed 12,000 sq.ft.
c. The covered structure is separated from other structures and any other
building on the same property by a minimum of 20'.
d. The covered structure is separated from the property line or center line of
public way of at least 10'.
e. The structure will be considered a Type V-B enclosed parking garage.
IBC SECTION 3103
TEMPORARY STRUCTURES
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*IBC Section 3103; delete.
IBC SECTION 3113
RELOCATABLE BUILDINGS
*IBC Section 3113; delete.
CHAPTER 32 -ENCROACHMENT INTO THE PUBLIC RIGHT-OF-WAY
IBC SECTION 3201
GENERAL
*IBC Section 3201.1; add a sentence to read as follows:
Encroachments shall require an executed agreement as required by Division II or Division
III of this Chapter.
*IBC Section 3201.5; added to read as follows:
3201.5 Projections. The projection limitations specified in Section 3202 shall be
applied when determined as necessary by the building official during the encroachment
review process. Any encroachment approved by City Council may project further than
listed herein.
IBC SECTION 3202
ENCROACHMENTS
*IBC Section 3202.2; changed to read as follows:
3202.2 Encroachments above grade and below 8 feet in height. Encroachments
into the public right-of-way above grade and below 8 feet(2438 mm) in height shall be
prohibited except as provided for in Sections 3202.2.1 through 2302.2.4.
*IBC Section 3202.2.4; added to read asfollows:
3202.2.4 Doors and windows. Doors and windows encroaching into the right of way
shall be approved by the Transportation and Public Works department.
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*IBC Section 3202.4; delete.
*IBC Chapter 32, Divisions H and III; added to read asfollows:
Division II
Encroachment of Public Property
TEMPORARY ENCROACHMENTS
3203 General. No person, firm, or corporation shall use or occupy a public Right Of
Way, inclusive of street area, alley area, or sidewalk area without first complying with the
requirements of this chapter.
Exceptions: 1. Use of public property for work that does not fall under the
jurisdiction of the Building, Energy, Electrical, Mechanical, Plumbing, Residential
or Sign Codes.
2. Entire street widths may be approved for closure by the Director of
Transportation and Public Works, provided the length of time does not exceed one
8-hour day. For this purpose, no encroachment is required under this chapter.
3. For Sidewalk Cafes, see City Code, Chapter 20, Article IX, "Sidewalk
Cafes," and Section 111.6.2 of the Fort Worth Building Administrative Code.
Temporary encroachments may be used to permit the temporary use of public property for
other purposes besides construction or demolition. The Department of
Transportation/Public Works in these cases shall formulate a policy covering such use.
3204 -Permit Required
3204 General. Temporary encroachment of public property shall not occur until the
applicant executes a Temporary Consent Agreement with the City and obtains an
Encroachment Permit from the Building Official.
3204.1 Temporary Consent Agreement. The applicant shall execute three (3)copies
of a Consent Agreement with the City upon forms furnished by the Building Official. The
forms for such agreement shall be approved from time to time by the City Attorney.
Executed forms shall be kept and made available in the offices of the Building Official and
City Secretary.
3204.2 Liability Insurance. The Temporary Consent Agreements shall be
accompanied by proof that the applicant has secured and paid for a policy of public liability
insurance covering all public risks related to the proposed use and occupancy of public
property as described in the agreement and permits. The amount of insurance coverage
shall be at least the maximum amounts of liability which can be imposed upon the City
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under State law.
Each such insurance policy shall provide that it cannot be canceled or amended without at
least ten (10) days advance written notice to the City. Insurance shall be maintained for
the length of encroachment.
3204.3 Plans. Each Temporary Consent Agreement shall be accompanied by a plan
showing the location and amount of public property to be occupied; the location of all
railings, fences, canopies and construction offices, sheds and other appurtenances; and the
nature and location of all warning devices necessary to protect pedestrian and vehicular
traffic.
The Encroachment Permit shall not be considered as a construction permit for the items
required to be shown on the plan except those required for pedestrian protection as required
by Chapter 33.
3204.4 Permit Fee. The applicant shall pay a permit fee based upon the area used and
the expected length of use as specified in Fort Worth Building Administrative Code
If the length of time is underestimated, an additional permit fee will be required. If the fee
is paid before the permit expires, the permit can be extended. If after the permit expires, a
new permit must be applied for.
The area for consideration includes all areas removed from public use, inclusive of traffic
barricade areas.
3204.5 Issuance. The Building Official shall issue an Encroachment Permit when the
applicant has complied with all the provisions of this chapter.
3205 Refund. If the length of time is overestimated, the Building Official shall, upon
requests, calculate the permit fee based upon the actual number of days and return any
overages to the applicant except that a minimum of the amounts listed in Section 3204.4
per permit will be kept.
3206 Inspections. An inspection must be obtained after all barricades, fences, railings
and other forms of pedestrian and vehicular protection are in place. A final inspection must
be obtained after all such items are removed.
3207 -Building Official Authority
3207 General. The Building Official is hereby authorized to execute the
Encroachment Agreement on behalf of the City for temporary use or occupancy of public
property for areas as listed in this section. Areas larger than those specified herein will
require City Council approval before the Agreement can be executed.
3207.1 Area. The Building Official and the Director of Transportation and Public
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Works shall determine the area of street,alley or public sidewalk which may be used during
the construction or demolition period for work space and for storage of materials and
equipment. Such area shall be based upon the actual need of the builder, with due
consideration being given to public inconvenience.
The area allowed for use without requiring City Council approval shall be as follows:
1. Not more than two (2)-lanes of a four (4)-lane street; nor one (I)-lane of a two
(2)-lane street; nor one (I)-lane of a one way street may be blocked.
2. Alleys adjoining a building site provided that a clear and unobstructed roadway
of not less than 10 feet in width is maintained through such alley if such roadway
is required for use by fire trucks, garbage trucks or for access to public utilities
or other buildings on the alley.
3. Any portion of a public sidewalk adjoining a building site except the walkway
area required to be maintained for public use.
4. Not withstanding the above provisions, no use will be authorized within 8 feet 6
inches of the center line of any railway track.
3208 - Special Provisions
3208.1 Earth and Rubbish. Earth or other waste material taken from buildings shall
not be stored either upon sidewalks or streets, but shall be removed therefrom each day
upon accumulation. When dry rubbish is being handled, same shall be wetted so as to
prevent dust and blowing debris.
3208.2 Demolition. No wrecked or waste materials shall be placed upon any floor of
any building during the course of demolition so as to cause the overloading of such floor.
Such materials shall be lowered to the ground immediately upon displacement. No
material shall be thrown from a building to a sidewalk or pavement but shall be conveyed
to the ground by properly constructed chutes.
Blasting, pulling or throwing of masonry walls shall not be permitted except in
emergencies as approved by the Fire Chief and the Building Official.
Division III
Encroachment of Public Property
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PERMANENT ENCROACHMENTS
3209 General. No part of any building or structure, or any appendage thereto, shall
permanently project into, over, or under any public property, easement, or right-of-way
except as authorized by this chapter.
Exceptions:
1. Environmental monitoring wells when approved by City Council or the authority
delegated to the Department of Code Compliance.
2. Backflow protection devices when approved by the authority delegated to the Water
Department.
3. Private irrigation lines located along residential local streets.
4. Any encroachment that the Director of the Development Services Department
determines (1) existed before the City's ownership interest of the public property and (2)
does not interfere with the public purpose and use of the public property.
3210- Encroachment Agreement Required
3210.1 General. All permanent encroachments into public property, including public
right-of-way and easements, shall require a duly executed Encroachment Agreement.
3210.2 Authority. The Director of the Development Services Department is hereby
authorized to execute Encroachment Agreements on behalf of the City, except when the
encroachment into public property is a Tier III Major Encroachment, as described in
Section 3210.3.3 below. Tier III Major Encroachments must be approved by City Council.
3210.3 Encroachment Tiers. All permanent encroachments into public property,
inclusive of public right-of-way and easements, shall be categorized and divided into the
following tiers:
3210.3.1. Tier I Minor Encroachments. Minor Encroachments are those that, by
their size or construction method,are simple in nature,that may be removed from the public
property in a short period of time, and that have only a minor impact on public property.
An aerial encroachment shall not be considered a Tier I Minor Encroachment if it projects
more than twelve inches over, into, or above the public property. However, an aerial
encroachment located at least eight feet above grade level shall be considered a Tier I
Minor Encroachment if it projects no more than four feet over the public property and is
fully supported by a building or other structure not located on public property. Tier I Minor
Encroachments include, but are not limited to, those shown in the accompanying table.
Tier I Minor Encroachments
Arcades Marquee signs
Awnings Planters
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Bay windows and oriels Private irrigation lines located along
Benches thoroughfares or arterial roadways unless
Bicycle racks included under a separate agreement with
Blade signs the City
Canopies Public art installations
Cornices and sills Stoops and stairs
Door swings Security cameras and appurtenances
Eaves Sustainable landscaping such as
Handicap ramps xeriscaping, rain gardens and bio-swales
Trash receptacles
Tier I Minor Encroachments shall not require an annual fee. In accordance with Risk
Management policy, each Tier I Minor Encroachment Agreement shall require proof that
the applicant has secured and paid for a policy of public liability insurance covering all
public property on which the encroachment is located during construction and continuing
through the entire term of the Encroachment Agreement. The amount of insurance
coverage shall be at least the maximum amounts of liability that can be imposed upon the
City under State law. Each insurance policy shall provide that it cannot be canceled or
amended without at least thirty (30) days advanced written notice to the City. Insurance
shall be maintained for the length of the Encroachment Agreement.
3210.3.2.Tier II Standard Encroachments. Standard Encroachments are those that
are larger or more complex in nature than Tier I Minor Encroachments, but not as
substantial or complex as Tier III Major Encroachments. Tier II Minor Encroachments
include, but are not limited to,those shown in the accompanying table.
Tier II Standard Encroachments
Balconies Retaining Walls
Dumpsters Storm Drains
Fences Private water lines
Gates
Tier II Standard Encroachments shall require a non-refundable application fee and,
for as long as the approved encroaching improvement exists, an annual encroachment fee
as specified in Table 1-F in section 119 of the Building Administrative Code.However,for
Tier II Standard Encroachments, the annual fee shall not be applied to encroachment
improvements on City-owned easements. In accordance with Risk Management policy,
Each Tier II Standard Encroachment Agreement shall require proof that the applicant has
secured and paid for a policy of public liability insurance covering all public property on
which the encroachment is located during construction and continuing through the entire
term of the Encroachment Agreement. The amount of insurance coverage shall be at least
the maximum amounts of liability that can be imposed upon the City under State law. Each
insurance policy shall provide that it cannot be canceled or amended without at least thirty
(30)days advanced written notice to the City. Insurance shall be maintained for the length
of the Encroachment Agreement.
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3210.3.3. Tier III Major Encroachments. Major Encroachments are those
encroachments that, due to their size, complexity, or construction method, have a
substantial impact on public property or those that utilize a significant portion of the public
property, easement, or right-of-way and are not included in a separate agreement with the
City. Tier III Major Encroachments include, but are not limited to, those shown in the
accompanying table.
Tier III Major Encroachments
Basements Tunnels
Parking structures Underground walkways
Sky bridges
Tier III Major Encroachments shall require a non-refundable application fee and, for
as long as the approved encroaching improvement exists, an annual encroachment fee as
specified in Table 1-F in section 119 of the Building Administrative Code. However, for
Tier III Major Encroachments, the annual fee shall not be applied to encroachment
improvements on City-owned easements. In accordance with Risk Management policy,
each Tier III Major Encroachment Agreement shall require proof that the applicant has
secured and paid for a policy of public liability insurance covering all public property on
which the encroachment is located during construction and continuing through the entire
term of the Encroachment Agreement. The amount of insurance coverage shall be at least
the maximum amounts of liability that can be imposed upon the City under State law. Each
insurance policy shall provide that it cannot be canceled or amended without at least thirty
(30)days advanced written notice to the City. Insurance shall be maintained for the length
of the Encroachment Agreement and evidence of such insurance coverage must be
provided to the City on an annual basis during the term of the Encroachment Agreement.
3210.3.4.The Director of the Development Services Department or Building Official
shall, upon request of an interested party, make a determination of the degree of
encroachment into or on to public property to determine the appropriate tier category and
requirements.
3210.4 Application. The applicant shall execute an Encroachment Agreement with
the City upon forms furnished by the Building Official or designee. The forms for such an
agreement shall be approved from time to time by the City Attorney's Office. Executed
forms shall be filed in the real property records of the applicable county, and kept and
maintained in the offices of the City Secretary.
3210.5 Insurance. In accordance with Risk Management policy, each Encroachment
Agreement shall require proof that the applicant has secured and paid for a policy of public
liability insurance covering all public property on which the encroachment is located
during construction and continuing through the entire term of the Encroachment
Agreement. The amount of insurance coverage shall be at least the maximum amounts of
liability that can be imposed upon the City under State law. Each insurance policy shall
provide that it cannot be canceled or amended without at least thirty (30) days advanced
written notice to the City. Insurance shall be maintained for the length of the Encroachment
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Agreement. For Tier III Major Encroachments, evidence of such insurance coverage must
be provided to the City on an annual basis during the term of the Encroachment Agreement.
3210.6 Plans.Each Encroachment Agreement shall be accompanied by a plan showing
the nature and location of the encroachment and amount of public property to be occupied
with details of the structure of encroachment and shall include any additional information
requested by the department affected by the encroachment.
3210.7 Application Fee. Each application for an Encroachment Agreement shall
require a non-refundable application fee as specified in Table 1-F in section 119 of the
Building Administrative Code.
3210.8 Annual Fee. For Tier I1 Standard Encroachments and Tier III Major
Encroachments, for as long as the approved encroaching improvement exists,the property
owner shall be responsible for payment of an annual encroachment fee as specified in Table
1-F in section 119 of the Building Administrative Code. For Tier II Standard
Encroachments and Tier III Major Encroachments, the annual fee shall not be applied to
encroachment improvements on City-owned easements. Tier 1 Minor Encroachments shall
not require an annual fee.
3211 - Permits. Approval of the Encroachment Agreement does not eliminate the need
for proper permits to do work as required by any other provision of the City code or other
law or regulation. No work may commence without all necessary permits as required by
applicable City Code or other law or regulation.
3212 - Signs. Advertising signs projecting into public property are to be considered a
permanent occupancy of public property, provided however, upon the termination of the
Encroachment Agreement such signage shall be removed from public property.
Exception: An identification sign displayed as part of the marquee, provided the sign
contains no off-premise advertising, is displayed to identify or locate the building or place
of business and the height of the message does not exceed three (3) feet.
Signs that are covered by existing Encroachment Agreements shall have those
Encroachment Agreements become null and void when a sign is altered in size, removed
or requires structural repair.
CHAPTER 33—SAFEGUARDS DURING CONSTRUCTION
IBC SECTION 3305
SANITARY
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*IBC Section 3305.1; changed to read as follows:
3305.1 Facilities required. Sanitary facilities shall be provided for occupants and
customers during construction, remodeling or demolition activities in accordance with the
International Plumbing Code.
Exception: When the remodel includes the sanitary facilities, other facilities
must be available or temporary facilities provided.
IBC SECTION 3306
PROTECTION OF PEDESTRIANS
*IBC Section 3306.1; add a second paragraph to read as follows:
When falling debris may, in the opinion of the Building Official, create a hazardous
situation to pedestrians or motorist, barriers shall be required as specified in Section
3306.6.
*IBC Section 3306.2; add second paragraph to read asefollows:
When authorization to close the sidewalk is obtained, the Building Official may permit a
solid fence. The contractor shall place pedestrian warning signs on each side of the
barricade at corners occupied by said barricades. The pedestrian signs shall read as
follows:
WARNING
"Pedestrians are required by law to use
the opposite side of the street."
WARNING
"No Parking or Standing of Vehicles."
IBC SECTION 3314
FIRE WATCH DURING CONSTRUCTON
*IBC Section 3314.1; changed to read asfollows:
[F] 3314.1 Fire watch during combustible construction. A fire watch shall be
provided during nonworking hours for construction that exceeds 40 feet (12 192 mm) in
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height above the lowest adjacent grade at any point along the building perimeter, for new
multistory construction with an aggregate area exceeding 50,000 square feet(4645 m2)per
story or as required by the fire code official.
CHAPTER 35—REFERENCED STANDARDS
*IBC Chapter 35, "Referenced Standards"; amend the standards listed below to
read asfollows:
National Fire Protection Association
NFPA 1 B rch Park
Quincyncy,,MA 02169-7471
Standard Referenced
reference in code
number Title section number
72-07 10 National Fire Alarm Code . . . . . . . . . . . 901.6,903.4.1,904.3.5,907.2,907.2.5,907.2.11,907.2.13.2,
907.3,907.3.3,907.3.4,907.5.2.1.2,907.5.2.2,907.6,907.6.1,
907.6.5,907.7,907.7.1,907.7.2,911.1.5,3006.5,3007.6
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CHAPTER 36-DOCKS,PIERS AND BOATHOUSES
*Chapter 36; added to read as follows:
CHAPTER 36
DOCKS, PIERS AND BOATHOUSES
IBC SECTION 3601
GENERAL
3601 General. The provisions of this Chapter shall apply to any body of water within
the corporate limits of Fort Worth that is under the jurisdiction and control of the City of
Fort Worth. In the absence of other provisions, this chapter may be used on bodies of
water not under the control of the City of Fort Worth.
This chapter and the"Docks,Piers and Boat House"standards,adopted elsewhere,may
be more stringent than other provisions of this code and other codes.
3601.1 Variances/Water Department Release. Lake Worth is owned by the City
of Fort Worth. The Fort Worth Water Department has the charge for the safety of the
water, as well as, safe usage of the water system. As such, some provisions in this
chapter shall be designated as a regulation from the Water Department and will be
identified as (WD). Any such section identified with (WD) cannot be granted a
variance by the Construction and Fire Prevention Board without first obtaining a
release from the Director of the Water Department.
IBC SECTION 3602
DEFINITIONS
3602 Definitions. The following words and terms shall, for the purposes of this
chapter, have the meanings shown herein.
DEAD LOAD. The permanent inert weight of materials of construction incorporated into
the structure, including fixed or permanent attachments, such as bumpers, railings, winch
stands, roof structures, etc.
As further defined in Chapter 16,the weight of materials of construction incorporated into
the building, including but not limited to walls, floors, roofs, ceilings, stairways, built-in
partitions, finishes, cladding and other similarly incorporated architectural and structural
items, and fixed service equipment including the weight of cranes. All dead loads are
considered permanent loads.
DECKING. The surface material that forms the floor of the structure.
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As further defined in Chapter 16,an exterior floor supported on at least two opposing sides
by an adjacent structure, and/or posts, piers or other independent supports.
DOCK,PIER,OR BOAT HOUSE(or any combination). A structure extending from the
shore into the water to permit the landing and mooring of vessels. The term "dock", "pier"
or"boat house"includes the anchoring system and any walkways or bridges that will attach
to the structure itself.
HUNT ABSORPTION TEST. A test documenting the rate at which flotation material
absorbs liquid, as well as the quantity of liquid absorbed.
LAKEFRONT PROPERTY LINE. The property line that borders the regulated water
area. (For Lake Worth, "as shown on the final plat of record or survey for the property".)
LAKE WORTH MANAGEMENT OFFICE (LWMO). That group in the Water and
Property Management Departments responsible for review and approval of improvements
to structures, prior to permitting, at or in Lake Worth and who shall administer the
requirements of those departments.
LIVE LOAD. Any moving or variable superimposed load on the structure.
As further defined in Chapter 16, those loads produced by the use and occupancy of the
building or other structure and do not include construction or environmental loads such as
wind load, snow load, rain load, earthquake load, flood load or dead load.
LOADS. Forces or other actions that result from the weight of building materials,
occupants and their possessions, environmental effect, differential movement and
restrained dimensional changes. Permanent loads are those loads in which variations over
time are rare or of small magnitude, such as dead loads. All other loads are variable loads.
REGISTERED PROFESSIONAL ENGINEER (RPE). A professional engineer
currently registered with the State of Texas as a professional engineer.
STRUCTURAL DEAD LOAD. The weight of the structure and its ability to support
itself.
STRUCTURE. When used in this Chapter shall be inclusive of entire dock, pier or boat
house, including the walkway, anchoring system, cables, floats, electrical, plumbing and
any other related components or materials installed in conjunction with the construction,
maintenance, or use of the dock.
WALKWAY(or BRIDGE). A passage that provides access from the land or a boat dock,
marina, or other floating facility.
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SECTION 3603
PERMITS
3603 Permit Required. No person shall erect, construct, enlarge, alter, or move any
dock, pier, boathouse or combination to any body of water within the corporate limits of
Fort Worth, that is under the jurisdiction and control of the City of Fort Worth, without
complying with the provisions of this chapter.
Each application for a permit, together with plans for a dock, pier, boathouse, or any
combination thereof shall be submitted as specified in Chapter 1 of this code and as may
be specified in other City codes.
Where such structures are constructed on Lake Worth or any body of water subject to
the jurisdiction of another department of the City of Fort Worth,the additional approval of
such department shall be obtained.
Submittal of a permit application is not permission to begin work. Construction is not
permitted to begin until a permit is ISSUED.
IBC SECTION 3604
USE
3604 Use. Docks, piers and boathouses for private use shall normally be classified as
a Group U Occupancy. Other occupancies may be allowed when the use is permitted by
the Zoning Ordinance, together with the approval of any other appropriate department of
the City of Fort Worth, and the construction complies with this code for said use.
IBC SECTION 3605
DESIGN AND DESIGN LOADS.
3605.1 General. When designed by an RPE,the RPE shall apply the appropriate loads
when doing calculations. Such factors shall include, but not be limited to:
a. dead load
b. live load
c. roof load
d. wind load and wave action; which should be considered as simultaneously applied
e. when intended to have boats attached to the structure for storage,the effects of such
estimated loads, such as wind and wave, on the boat that are transferred to the
structure shall also be considered.
f. when intended to have boats lifted out of the water, the effects of such estimated
loads, such as wind on the boat and dead load of the boat,that are transferred to the
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structure shall also be included.
g. surface areas at and above the water line,when authorized, including walls,screens,
tarps, etc.
h. except as allowed for in Section 3605.3, flotation devices shall be designed to
withstand the same dead load and live load as a fixed structure.
3605.2 All Occupancies. Regardless of the occupancy category assigned, all
structures shall comply with the following provisions:
a. Piles shall conform to Chapter 18 of this Code.
b. All docks,piers and boathouses shall be designed to withstand the loads as specified
in Chapter 16 of this code, based upon the Occupancy classification as assigned by
the Building Official.
Exception: Private residential structures, classified as a Group U, may use the
design loads as specified in Section 3605.3.
c. (WD)Structures shall be able to withstand a minimum of two-foot high wave action
at normal water levels. (For Lake Worth, up to 594 ft. above sea level.) Floating
docks must be designed with anchorage footing and piers to remain in place without
floating off at the high water levels (For Lake Worth,this will be 601 ft. above sea
level.)
d. (WD) Cables and chains used in anchoring systems shall be designed with a
minimum working load safety factor of 3.0 for cable and 2.0 for chains.
e. (WD) Walkways and bridges shall have a maximum slope under dead load of a 4:1
ratio to any direction at the lowest expected water level. (For Lake Worth, 591 ft.
above sea level.)
3605.3 Group U Occupancies. When private structures associated with residential
uses are assigned a Group U Occupancy classification, the design provisions provided in
Section 3605.3.1 through 3605.3.2, may be used in lieu of Chapter 16.
3605.3.1 Flotation devices shall be designed to support the dead load plus 30-
pounds per square foot(PSF) live load applied to deck area.
3605.3.2 Structural frame shall be designed to support 40 pounds per square foot
(PSF) live load applied to the full surface area of the deck.
IBC SECTION 3606
CONSTRUCTION
3606 Dock and Pier Construction. When not designed by an RPE, the proposed
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design shall incorporate the following minimum provisions:
3606.1 Piles. Wood piles shall be a minimum of six (6)inches in diameter. Metal
piles shall be a minimum of three (3) inches inside diameter pipe. Such piles shall be
driven to a minimum depth of twenty-four(24) inches below the top layer of silt. Such
piles shall be driven in pairs, one on either side of the platform, and braced as required
by section 3606.6. Such piles shall not be spaced apart more than ten (10) feet center
to center.
3606.2 Box cribs. Sets of structural columns of the same size forming a box crib
may be used. Such crib shall be braced as required in Section 3606.6 and anchored as
required in Section 3607.
3606.3 Beams. Beams shall be defined as those members which connect to piles
to support the stringers. All beams when of wood shall be a minimum 2-inch material.
3606.4 Stringers. Stringers shall be defined as those members usually supporting
the decking. All stringers when of wood shall be of a minimum 2-inch material.
3606.5 Decking.
3606.5.1 Wooden platform decking shall be of a minimum nominal 2-inch
material.
3606.5.2 Other materials,to include lightweight concrete or metal decking may
be used when approved by the Building Official. Such decking shall meet the load
requirements of Section 3605.
3606.6 Bracing.
3606.6.1 Materials. All wooden bracing shall be of a minimum nominal 2-
inch x 6-inch material attached through the brace and supporting members with two
(2) one half inch galvanized bolts. Steel tie rods shall be a minimum three quarter
inch diameter galvanized that are fitted through drilled holes in the piles.
3606.6.2 Bracing shall be accomplished by one or more of the following
methods:
a. Cross or "X" bracing. Cross or "X" bracing at each set of piles and box
cribs. The angle of the bracing shall be between 45 and 60 degrees off
horizontal. Each member of the brace shall be placed on the outward facing
portion of the pile.
Ordinance No.25382-03-2022
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b. Knee bracing. Knee bracing may be used on each pile attached to and
paralleling the platform deck. The angle of the bracing shall be between 45
and 60 degrees off horizontal.
3606.7 Attachment of deck. Attachment of the platform deck to beams and piles
shall be accomplished by attaching the beams to the piles and box cribs by a minimum
of two (2) one half inch galvanized through bolts.
IBC SECTION 3607
ANCHORAGE
3607 Anchorage of Floatation and box crib structures. Such structures shall be
anchored with solid units that will provide the following anchorage:
a. Docks and piers less than fifty (50) feet in length: An anchor on each corner that
will support one-fourth of the total dead load plus one-eighth the total live load.
b. Docks and piers fifty (50) feet or more in length: Anchors at the midpoint of the
piers.
c. All docks and piers shall be anchored to the shore line.
d. All anchors shall be of masonry, concrete, or steel and shall be securely fastened to
the dock or pier by fept—, cable, chain, or other approved methods.
IBC SECTION 3608
REQUIRED WATER PROOFING.
3608.1 All wood below one (1) foot above spillway elevation on lakes (for Lake
Worth, 595 feet) or below one (1) foot above the 50-year flood elevations on other
bodies of water shall be treated lumber. Creosote is not allowed.
3608.2 All metal, including bolts, lag bolts,and fasteners, shall be galvanized zinc
or other approved materials.
IBC SECTION 3609
FLOTATION MATERIAL
3609 Floatation Material. All flotation units shall adequately support the dead and
live loads of all beams, stringers, and platforms. Data shall be submitted to and approved
Ordinance No.25382-03-2022
Page 79 of 101
by the Building Official showing that the buoyancy of such units will support the loads
imposed.
Only flotation units made of materials which will not affect the water quality in any
way may be used. Flotation units shall be constructed of material that has never been used
in any manner for storage of toxic or hazardous material. Proof that the flotation units meet
the requirements must be provided to and approved by the Building Official.
(a) (WD) Flotation material shall be extruded polystyrene, expanded polystyrene, or a
copolymer of polyethylene and polystyrene and shall have a minimum density of
0.9 pounds per cubic foot, and be of consistent quality throughout the float. Beads
shall be firmly fused together, and there shall be no voids inside the encasement.
Flotation material shall have a water rate absorption of less than 3.0 pounds per
cubic foot over seven (7) days when tested by the Hunt Absorption Test. Other
flotation material may be considered if it meets all of the requirements set forth in
this chapter.
(b) (WD) Flotation material shall be encased in solid polyethylene or a polyurethane
type coating, both of which shall be watertight and have a nominal thickness of
0.125 inches.
(c) (WD)Drums made of plastic, whether new or recycled, or metal shall not be used
for encasements or floats.
(d) (WD) Materials which are considered unacceptable for this purpose include but
are not limited to standard steel 55 gallon drums, any metal which may corrode in
the aqueous environment, and any material which may release toxic or hazardous
material into the lake proper.
(e) (WD)All flats shall be warranted for a minimum of eight(8)years against sinking,
becoming waterlogged, cracking, peeling, fragmenting, or losing beads, and shall
not be prone to damage by animals.
(f) (WD) Floats that are punctured,exposing the foam to erosion or deterioration, shall
be replaced immediately.
IBC SECTION 3610
BOATHOUSES
3610 Boathouse construction. Construction of boathouses or other structures shall
meet or exceed the requirements for framing and coverage as specified in other parts of
this code. When, in the opinion of the Building Official, the load of the intended use
exceeds the capability of the minimum construction design specified, plans and
specification may be required to be designed by a Registered Professional Engineer(RPE).
Ordinance No.25382-03-2022
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IBC SECTION 3611
PROHIBITED USES
3611.1 (WD) Toilet facilities. No toilet facilities of any type shall be allowed on any
Structure built past the Lakefront Property Line.
3611.2 (WD) Fuel pumping. Fuel pumping facilities exceeding 55 gallons are not
allowed on structures that extend past the Lakefront Property Line.
IBC SECTION 3612
SAFETY DEVICES
3612.1 (WD) Photocell light. Any Structure that extends more than 100 feet from the
Lakefront Property Line shall be equipped with a white photocell light of no less than 200
lumens that operates continually from dusk to dawn. Such lighting shall be provided with
a cover on the top of the light to minimize light dispersion upward and toward the shore.
The LWMO may require that lighting be placed on structures less than 100 feet from the
shoreline when in LWMO decides it is warranted to enhance boating safety. It is the Dock
owner's responsibility to ensure that all required lighting is properly maintained and
operational at all times.
3612.2 (WD) Water supply A potable water supply can be plumbed to the first floor
(lower deck) provided that backflow prevention devices are installed and inspected in
accordance with 12.5, Article V, Division 3, Cross Connection Control of the City Code
and the Plumbing Code as adopted by the City Council.
Ordinance No.25382-03-2022
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APPENDIX L
*IBC Appendix L, added to read as follows:
IBC APPENDIX L
INTERIOR ENVORONMENT
DIVISION II
SOUND INSULATION REQUIREMENTS FOR NOISE
SENSITIVE USES NEAR AIRPORTS
SECTION L1212
GENERAL
L1212.1 Scope. The regulations and requirements shall apply to all new residential
buildings and new noise-sensitive non-residential buildings, as defined herein, that are
located wholly or partially within the boundaries of the 65 DNL or greater noise contours
as designated in Figure L1212.1(1).
The term "new" shall apply to new detached buildings built after the effective date of
this ordinance, and shall include later additions or modifications to those same buildings.
The term shall also include a Change of Occupancy in existing buildings from a non-
protected occupancy to one of the protected occupancies listed herein.
Buildings in existence prior to the effective date, and additions to or modifications of
those same buildings, shall not be required to comply,except when a Change of Occupancy
from a non-protected occupancy to one of the protected uses is involved.
SECTION L1213
DEFINITIONS
L1213.1 General. The following words and terms shall, for the purposes of this
chapter and as used elsewhere in this code, have the meanings shown herein.
Aircraft noise — is generally expressed in terms of it's A-weighted sound level, in units
called "decibels." Strictly speaking, the decibel unit should be abbreviated only by "dB";
however, for clarity "dBA" and"dB(A)" are often used to highlight the fact that the sound
level measurement has been A-weighted.
Noise exposure—in areas around airports is expressed in terms of the Day-Night Average
Sound Level, which is abbreviated by "DNL" in text and "Ldn" in equations.
Ordinance No.25382-03-2022
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NOISE-SENSITIVE NON-RESIDENTIAL BUILDINGS—
1. Nursing homes and hospitals, generally classified as Group I; and
2. Child day care centers, Adult day care centers and schools, generally classified as
Group E and Group I-4.
RESIDENTIAL STRUCTURES: Single-family, Two-family, Townhouse, Multi-
family, and Assisted Living uses, generally classified as Group R, whether in a single
occupancy or mixed occupancy.
Sound insulation properties—of building construction materials are described by Sound
Transmission Loss (TL) or Sound Transmission Class (STC). The higher the TL or STC
value, the less sound will be transmitted through the building material.
SECTION L1214
PURPOSE
L1214.1 General. All buildings and structures with protective uses, as applicable
under this Division, shall be required to have minimum sound insulation standards and
requirements to protect the persons within designated noise sensitive buildings from
excessive exterior noise through regulation of design, construction and modification of
such buildings. After proper sound insulation measures are taken,the interior sound level,
attributable to exterior sources, shall not exceed 45 dB.
L1214.2 Protected Uses:
1. Single-family, two-family, townhouse, multi-family, and Assisted Living uses, generally
classified as Group R,whether in a single occupancy or mixed occupancy.
2. Nursing homes and hospitals, generally classified as Group I; and
3. Child day care centers, Adult day care centers and schools, generally classified as Group
E and Group I-4.
All new construction with those uses, and any Change of Use to those uses, must comply with
the sound reduction construction requirements.
Any option,door,window, or product that is not listed in this document may be used provided
sufficient documentation is submitted to confirm appropriate testing to achieve the required STC
rating.
Ordinance No.25382-03-2022
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SECTION L1215
BUILDING REQUIREMENTS
L1215.1 General. Compliance with the following prescriptive provisions shall be deemed to
be in compliance with this Division.
Exception: In lieu of the prescriptive provisions listed below, an acoustical design may
be submitted showing that the interior sound level, attributable to exterior sources, shall not
exceed 45 dB. Such design must be prepared by a person experienced in the field of acoustical
engineering or a registered architect. The design documentation with the appropriate seal shall
be attached.
L1215.2 Building requirements for construction in the 65 dB Contour
L1215.2.1 Exterior Windows. Exterior windows must have STC rating 25 or greater, or
approved for 65 dB or higher. If using other windows not listed in the tables, the applicant
must provide acceptable manufacturer's documentation on STC rating.
The total area of glazing in rooms used for sleeping shall not exceed 20 percent of
the floor area.
L1215.2.2 Exterior walls. Exterior walls must have STC rating of 25 or greater, or
approved for 65 dB or higher. Walls that are exterior of the protected use, but interior to the
building, separating the protected use from the remainder area, such as, an enclosed garages,
unused space, warehouse, etc., may be reduced to an STC of 20.
If using other walls not listed in the tables, the applicant must provide acceptable
manufacturer's documentation on STC rating.
L1215.2.3 Exterior Doors. Exterior doors must be STC rating 25 or greater, or approved
for 65 dB or higher. Doors that are exterior of the protected use, but interior to the building,
separating the protected use from the remainder area, such as, an enclosed garages, unused
space, warehouse, etc., may be reduced to an STC of 20, or may use option Door 21, 22 or 23.
If using other doors not listed in the tables, applicant must provide acceptable
manufacturer's documentation on STC rating.
View windows in doors and sidelights shall comply with the Exterior Window
provisions listed above, unless using door options Door Ia, Ib, I or ld.
L1215.2.4 Roof/Ceiling. Roof/Ceiling assembly must be STC rating of 25 or
greater, or approved for 65 dB or higher. If using other Roof/Ceiling assemblies not
listed in the tables, the applicant must provide acceptable manufacturer's
documentation on STC rating.
Ordinance No.25382-03-2022
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a. An accessible attic space shall be provided above rooms on the uppermost level
of Group R buildings.
b. Attic insulation shall be batt or blown-in glass fiber or mineral wool with a
minimum R-value as required by the Energy Code,but not less than R-30 rating
applied between the ceiling joists.
c. Attic ventilation, when installed, shall be:
1. Gable vents or other attic vents that penetrate the attic enclosure shall be
fitted with a ''/2"plywood panel,with 1" semi-rigid insulation attached to the
surface facing the vent, so that the panel is at least six inches larger than the
vent opening on all sides and is attached to prevent direct line-of-site
perpendicular to the vent.The new panel shall also be positioned so that the
amount of ventilation is not reduced. Or,
2. Eave vents that are located under the roof overhang.
d. Skylights shall penetrate the ceiling by means of a completely enclosed light
well that extends from the roof opening to the ceiling opening. A secondary
openable glazing panel shall be mounted at the ceiling line and shall be glazed
with at least 3/16-inch plastic, tempered or laminated glass. The weather-side
skylight shall be any type that is permitted by this code. The total size of
skylights shall be no more than 20 percent of the roof area of the room.
L1215.2.5 Floors. Floors must be STC rating of 25 or greater, or approved for 65
dB or higher. This includes floors exposed to outside air; e.g. floors over garage,raised
floors over pier and beam structures, cantilevered floors projecting from the exterior
walls, etc. which would include all floors subject to the Energy Code.
If using floors not listed in the tables,the applicant must provide acceptable manufacturer's
documentation on STC rating.
All crawlspace vents must be fitted with a ''/2" plywood panel, with 1" semi-rigid
insulation attached to the surface facing the vent, so that the panel is at least six inches
larger than the vent opening on all sides and is attached to prevent direct line-of-site
perpendicular to the vent. The new panel shall also be positioned so that the amount of
ventilation is not reduced.
L1215.2.6 Ventilation.
a. A ventilation system shall be provided that will provide at least the minimum
air circulation and fresh air supply requirements of the applicable code, in each
room without opening any windows, door or other opening to the exterior.
Openable windows or doors will not be counted for compliance with the fresh
air provisions. Fresh air must be brought in through the HVAC system.
b. Window and/or through-the-wall ventilation or air-conditioning units shall not
be used.
c. All vent ducts connecting the interior space to the outdoors shall contain at least
a ten-foot length of internal sound-absorbing duct lining. Each duct shall be
provided with a ninety-degree (right angle) bend in the duct such that there is
no direct line-of-sight through the duct from the venting cross-section to the
Ordinance No.25382-03-2022
Page 85 of 101
room-opening cross-section. Residential bathroom vents discharging at an eave
vent need only to have two ninety-degree (right angle)bends.
d. Kitchen cooktop vent hoods shall be the non-ducted recirculating type with no
ducted connection to the exterior.
L1215.2.7 Fireplaces. Each fireplace constructed of masonry units shall be fitted
with a spark arrestor, a damper as required by code and shall have glass doors across
the front of the firebox.
L1215.2.8 Wall and Ceiling Openings
a. Brick veneer, masonry blocks, or stucco exterior walls shall be grouted or
caulked airtight, except for weep holes.
b. Openings in the exterior that degrades its ability to achieve an interior rating of
45 dB or less when all doors and windows are closed are prohibited.Any access
panels,pet doors, mail delivery drops, air conditioning, or other openings must
be designed to maintain the 45 dB or less standard in the room to which they
provide access.
c. At the penetration of exterior walls by pipes, ducts, or conduits, the space
between the wall and pipes, ducts, or conduits shall be caulked at the pipe duct
or conduit or filled with mortar to the wall.
L1215.3 Building requirements for construction in the 70 dB Contour
L1215.3.1 Exterior Windows. Exterior windows must have STC rating 30 or greater, or
approved for 70 dB or higher. It is permitted to use windows and doors of less than 30 STC
but not less than 25 STC rating,provided the wall is upgrade to an STC 38 or higher, and non-
compliance windows/door area shall not exceed 20%of the floor area per room.
If using other windows not listed in the tables, the applicant must provide acceptable
manufacturer's documentation on STC rating.
The total area of glazing in rooms used for sleeping shall not exceed 20 percent of
the floor area.
L1215.3.2 Exterior walls. Exterior walls must have STC rating of 30 or greater, or
approved for 70 dB or higher. Walls that are exterior of the protected use, but interior to the
building, separating the protected use from the remainder area, such as, an enclosed garages,
unused space,warehouse, etc.,may be reduced to an STC of 25. When the wall separates the
protected use from an unfinished tenant space, the outside finish of the wall need not be
installed until the space is finished out.
If using other walls not listed in the tables, the applicant must provide acceptable
manufacturer's documentation on STC rating.
Ordinance No.25382-03-2022
Page 86 of 101
L1215.3.3 Exterior Doors. Exterior doors must be STC rating 30 or greater, or approved
for 70 dB or higher. It is permitted to use windows and doors of less than 30 STC but not less
than 25 STC rating,provided the wall is upgrade to an STC 38 or higher, and non-compliance
windows/door area shall not exceed 20% of the floor area per room.
Doors that are exterior of the protected use, but interior to the building, separating the
protected use from the remainder area, such as,an enclosed garages, unused space,warehouse,
etc., may be reduced to an STC of 25, or may use option Door 21, 22 or 23.
If using other doors not listed in the tables, the applicant must provide acceptable
manufacturer's documentation on STC rating.
View windows in doors and sidelights shall comply with the Exterior Window
provisions listed above, unless using door options Door 3a, 3b or 3c.
L1215.3.4 Roof/Ceiling. Roof/Ceiling assemblies must be STC rating of 30 or
greater, or approved for 70 dB or higher. If using other Roof/Ceiling assemblies not
listed in the tables, the applicant must provide acceptable manufacturer's
documentation on STC rating.
a. An accessible attic space shall be provided above rooms on the uppermost level
of Group R buildings.
b. Attic insulation shall be batt or blown-in glass fiber or mineral wool with a
minimum R-value as required by the Energy Code,but not less than R-30 rating
applied between the ceiling joists.
c. Attic ventilation, when installed, shall be:
1. Gable vents or other attic vents that penetrate the attic enclosure shall be
fitted with a ''/z"plywood panel,with l" semi-rigid insulation attached to the
surface facing the vent, so that the panel is at least six inches larger than the
vent opening on all sides and is attached to prevent direct line-of-site
perpendicular to the vent.The new panel shall also be positioned so that the
amount of ventilation is not reduced. Or,
2. Eave vents that are located under the roof overhang.
d. Skylights shall penetrate the ceiling by means of a completely enclosed light
well that extends from the roof opening to the ceiling opening. A secondary
openable glazing panel shall be mounted at the ceiling line and shall be glazed
with at least 3/16-inch plastic, tempered or laminated glass. The weather-side
skylight shall be any type that is permitted by this code. The total size of
skylights shall be no more than 20 percent of the roof area of the room.
L1215.3.5 Floors. Floors must be STC rating of 30 or greater, or approved for 70
dB or higher. This includes floors exposed to outside air; e.g. floors over garage, raised
floors over pier and beam structures, cantilevered floors projecting from the exterior
walls, etc. which would include all floors subject to the Energy Code.
Ordinance No.25382-03-2022
Page 87 of 101
If using other floors not listed in the tables, the applicant must provide acceptable
manufacturer's documentation on STC rating.
All crawlspace vents must be fitted with a ''/2" plywood panel,with 1" semi-rigid insulation
attached to the surface facing the vent, so that the panel is at least six inches larger than the
vent opening on all sides and is attached to prevent direct line-of-site perpendicular to the vent.
The new panel shall also be positioned so that the amount of ventilation is not reduced.
L1215.3.6 Ventilation
a. A ventilation system shall be provided that will provide at least the minimum
air circulation and fresh air supply requirements of the applicable code, in each
room without opening any windows, door or other opening to the exterior.
Openable windows or doors will not be counted for compliance with the fresh
air provisions. Fresh air must be brought in through the HVAC system.
b. Window and/or through-the-wall ventilation or air-conditioning units shall not
be used.
c. All vent ducts connecting the interior space to the outdoors shall contain at least
a ten-foot length of internal sound-absorbing duct lining. Each duct shall be
provided with a ninety-degree (right angle) bend in the duct such that there is
no direct line-of-sight through the duct from the venting cross-section to the
room-opening cross-section. Residential bathroom vents discharging at an eave
vent need only to have two ninety-degree (right angle) bends.
d. Kitchen cooktop vent hoods shall be the non-ducted recirculating type with no
ducted connection to the exterior.
L1215.3 7 Fireplaces. Each fireplace constructed of masonry units shall be fitted
with a spark arrestor, a damper as required by code and shall have glass doors across
the front of the firebox.
L1215.3.8 Wall and Ceiling Openings.
a. Brick veneer, masonry blocks, or stucco exterior walls shall be grouted or
caulked airtight, except for weep holes.
b. Openings in the exterior that degrades its ability to achieve an interior rating of
45 dB or less when all doors and windows are closed are prohibited.Any access
panels, pet doors, mail delivery drops, air conditioning, or other openings must
be designed to maintain the 45 dB or less standard in the room to which they
provide access.
c. At the penetration of exterior walls by pipes, ducts, or conduits, the space
between the wall and pipes, ducts, or conduits shall be caulked at the pipe duct
or conduit or filled with mortar to the wall.
Ordinance No.25382-03-2022
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L1215.4 Building requirements for construction in the 75 dB or greater Contour
L1215.4.1 Exterior Windows. Exterior windows must have STC rating 35 or greater, or
approved for 75 dB or higher. It is permitted to use windows and doors of less than 35 STC
but not less than 30 STC rating, provided the wall is upgrade to an STC 44 or higher, and non-
compliance windows/door area shall not exceed 20%of the floor area per room.
If using other windows not listed in the tables, the applicant must provide acceptable
manufacturer's documentation on STC rating.
The total area of glazing in rooms used for sleeping shall not exceed 20 percent of
the floor area.
L1215.4.2 Exterior walls. Exterior walls must have STC rating of 35 or greater, or
approved for 75 dB or higher. Walls that are exterior of the protected use, but interior to the
building, separating the protected use from the remainder area, such as, an enclosed garages,
unused space, warehouse, etc., may be reduced to an STC of 30. When the wall separates the
protected use from an unfinished tenant space, the outside finish of the wall need not be
installed until the space is finished out.
If using other walls not listed in the tables, the applicant must provide acceptable
manufacturer's documentation on STC rating.
L1215.4.3 Exterior Doors. Exterior doors must be STC rating 35 or greater, or approved
for 75 dB or higher. It is permitted to use windows and doors of less than 35 STC but not less
than 30 STC rating,provided the wall is upgrade to an STC 44 or higher, and non-compliance
windows/door area shall not exceed 20%of the floor area per room.
Doors that are exterior of the protected use, but interior to the building, separating the
protected use from the remainder area, such as, an enclosed garages, unused space,warehouse,
etc., may be reduced to an STC of 30, or may use option Door 21, 22 or 23.
If using other doors not listed in the tables, the applicant must provide acceptable
manufacturer's documentation on STC rating.
a. View windows in doors and sidelights shall comply with the Exterior Window
provisions listed above, unless using door options Door 5a, 5b or 5c.
b. The joint between the wall opening and the door frame shall be continuously
filled with glass fiber insulation and the exterior cover trim shall be
continuously caulked to seal the joint.
L1215.4.4 Roof/Ceiling. Roof/Ceiling assemblies must be STC rating of 35 or
greater, or approved for 75 dB or higher. If using other Roof/Ceiling not listed in the
tables, the applicant must provide acceptable manufacturer's documentation on STC
rating.
Ordinance No.25382-03-2022
Page 89 of 101
a. An accessible attic space shall be provided above rooms on the uppermost level
of Group R buildings.
b. Attic insulation shall be batt or blown-in glass fiber or mineral wool with a
minimum R-value as required by the Energy Code,but not less than R-30 rating
applied between the ceiling joists.
c. Attic ventilation, when installed, shall be:
1. Gable vents or other attic vents that penetrate the attic enclosure shall be
fitted with a''/2"plywood panel,with 1"semi-rigid insulation attached to the
surface facing the vent, so that the panel is at least six inches larger than the
vent opening on all sides and is attached to prevent direct line-of-site
perpendicular to the vent.The new panel shall also be positioned so that the
amount of ventilation is not reduced. Or,
2. Eave vents that are located under the roof overhang.
d. Skylights shall penetrate the ceiling by means of a completely enclosed light
well that extends from the roof opening to the ceiling opening. A secondary
openable glazing panel shall be mounted at the ceiling line and shall be glazed
with at least 3/16-inch plastic, tempered or laminated glass. The weather-side
skylight shall be any type that is permitted by this code. The total size of
skylights shall be no more than 20 percent of the roof area of the room.
L1215.4.5 Floors. Floors must be STC rating of 35 or greater, or approved for 75
dB or higher. This includes floors exposed to outside air;e.g.floors over garage,raised
floors over pier and beam structures, cantilevered floors projecting from the exterior
walls, etc. which would include all floors subject to the Energy Code.
If using other floors not listed in the tables, the applicant must provide acceptable
manufacturer's documentation on STC rating.
All crawlspace vents must be fitted with a '/2" plywood panel, with 1" semi-rigid
insulation attached to the surface facing the vent, so that the panel is at least six inches
larger than the vent opening on all sides and is attached to prevent direct line-of-site
perpendicular to the vent. The new panel shall also be positioned so that the amount of
ventilation is not reduced.
Ordinance No.25382-03-2022
Page 90 of 101
L1215.4.6 Ventilation
a. A ventilation system shall be provided that will provide at least the minimum
air circulation and fresh air supply requirements of the applicable code, in each
room without opening any windows, door or other opening to the exterior.
Openable windows or doors will not be counted for compliance with the fresh
air provisions. Fresh air must be brought in through the HVAC system.
b. Window and/or through-the-wall ventilation or air-conditioning units shall not
be used.
c. All vent ducts connecting the interior space to the outdoors shall contain at least
a ten-foot length of internal sound-absorbing duct lining. Each duct shall be
provided with a ninety-degree (right angle) bend in the duct such that there is
no direct line-of-sight through the duct from the venting cross-section to the
room-opening cross-section. Residential bathroom vents discharging at an eave
vent need only to have two ninety-degree (right angle) bends.
d. Kitchen cooktop vent hoods shall be the non-ducted recirculating type with no
ducted connection to the exterior.
L1215.4.7 Fireplaces. Each fireplace constructed of masonry units shall be fitted
with a spark arrestor, a damper as required by code and shall have glass doors across
the front of the firebox.
L1215.4.8 Wall and Ceiling Openings
a. Brick veneer, masonry blocks, or stucco exterior walls shall be grouted or
caulked airtight, except for weep holes.
b. Openings in the exterior that degrades its ability to achieve an interior rating of
45 dB or less when all doors and windows are closed are prohibited.Any access
panels, pet doors, mail delivery drops, air conditioning, or other openings must
be designed to maintain the 45 dB or less standard in the room to which they
provide access.
c. At the penetration of exterior walls by pipes, ducts, or conduits, the space
between the wall and pipes, ducts, or conduits shall be caulked at the pipe duct
or conduit or filled with mortar to the wall.
Ordinance No.25382-03-2022
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SECTION L1216
Sound Waves
L1216.1 General. The following are examples of compliance issues and methods.
Airplanes,jets and helicopters (aircraft) approach structures from different angles. It
is not always from overhead. Low flying aircraft, as well as, take offs and landings will
create sound waves that approach structures from all sides.
Sound waves are just that, waves. They travel out in a circular method from the
producing object. They enter through openings and in a case like an attic, reverberate
within the cavity. When the entry of such waves cannot be prevented such as with the
installation of attic ventilation, dampening devices are needed to prevent the
reverberation.
Ordinance No.25382-03-2022
Page 92 of 101
Figure 2-2 displays the three different major paths for nolse transmission into a dwelling:
air infiltration through gaps and cracks, secondary elements such as windows and doors,
and primary building elements such as walls and the roof.
open
14m
{{{ Open
Ventilator
Roof
indow THREE MAJOR PATHS
FOR NOISE TRANSMISSION:
l
GAPS AND CRACKS
W.B WINDOWS AND DOORS
WALLS AND ROOF
Door
Crack
i�fll�ll�l�llti�{plJNli
i�il_ulll�llll_
Figure 2-2. Sound Transmission Paths Into Dwelling Interiors
Low-frequency sound is most efficiently transmitted through solid structural elements such
as walls, roofs, doors, and windows. High frequencies travel best through the air gaps.
Within these broad categories, different building materials have different responses based
on the frequency of the incident sound and varying abilities to insulate against sound.
Ordinance No.25382-03-2022
Page 93 of 101
• Ducts to the outside, whether intake or exhaust, and all ducts in the attic or
crawl space can be lined with 1-inch acoustical internal lining material,indhave
at least one 90-degree (right angle) elbows (turns) thereby breaking the line-
of-sight to the outside as shown in Figure 3-6. It must be noted that there is
concern than this fibrous acoustical lining material will affect air quality.
Installing a duct sound attenuator (silencer) is an alternative to this technique;
there are silencers available that do not contain fibrous lining. These measures
ensure that the ventilation system is not bringing additional aircraft noise into
the house.
MINI" OF 2
90, ELBOWS
4x10 ON
EXTERIOR WALL IN LINE EXHAUST FAN
PLAN
ROOF _ J
BAFFLE BOx BACKDRAFT V x 1/8' SUPPORT STRAPS
DAMPER
FLEXIBLE CONNECTIONS
ATTIC SPACE 1xI0 Till,
f
GxI
SECT I ON GRILLEEILIIVG
Figure 3-6. Controlling Noise Entering Through Ducts in Attic Space
Ordinance No.25382-03-2022
Page 94 of 101
EXISTING ROOF
INTERIOR EXTERIOR
80X
5/8" PLYWOOD
CONSTRUCTION,PAINTED,
(PROVIDE FRAMING-AS THROUGH -THE-
-REQUIRED) WALL VENTILATOR
2" FIBERGLASS LINING VAr7rc(StZE SHAPE PE
t2Y)
INSIDE EQUAL TO OWENS-
CORNING 703
INSECT SCREEN '
12'MM
Figure 3-5. Built-in-place Gable Baffle
Attic Insulation
When considering the upgrade of thermal insulation to reduce noise levels it is important to
understand what the insulation will do. Thermal insulation materials will act to absorb
sound that is reverberating in the attic or in the space between Flat panels. It does not
prevent noise from entering the space. That is, it has no appreciable acoustic "insulating"
properties but acts as an absorbent Instead.
Ordinance No.25382-03-2022
Page 95 of 101
GENERIC DETAILS FOR SOUND INSULATION
PRESCRIPTIVE BUILDING STANDARDS
2-SIMPSON A-34 @
NEW 1/4' EACH SIDE
GALVANIZED OPEN TOP
HARDWARE
CLOTH
ATTIC
EXISTING OR NEW
GABLE VENT 01G 0 1/2' CDX PLYWOOD
AT 3 SIDES
EXISTING OR 1' APPROVED SEMI-
NEW WALL RIGID INSULATION
CONSTRUCTION - TYPICAL. SECURE
45' WITH PIN TYPE
FASTENERS TO
PLYWOOD BACK
AND SIDE PANEL.
ATTIC BAFFLE FOR CABLE VENT
NOT TO SCALE
NOTE:
1. AFTER FABRICATION BAFFLE SHALL BE SECURELY
ATTACHED IN POSITION.
2. NEW BAFFLE SHALL BE AT LEAST AS WIDE AS
THE EXISTING VENT OPENING.
Ordinance No.25382-03-2022
Page 96 of 101
Roof vents
When using roof vents, whether a ridge vent or a single vent, a trough should be constructed
and hung from the joists. The trough should be as wide as possible to cover the area of the
vent. For ridge vents, it is preferable that it extend from joists to joists, leaving enough room
around the edges for the required amount of venting. For single vents,the trough should be
installed at the appropriate angle to match the roof slope.
The trough should be as long as the roof vent, perhaps a few inches longer, and capped on the
ends.
The inside of the trough should be lined with 1" approved semi-rigid sound insulation.
SECTION L1217
COMPLIANCE TABLES
L1217.1 For allowable compliance tables of walls, windows, doors, roof/ceiling and
floors, see the Compliance Packet as approved by the Building Official.
Ordinance No.25382-03-2022
Page 97 of 101
f 65P X& '.
70
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65 . .; �.
�. s $' s
85
70
M 65
Ali
i.
Z.' Ff C � fi \•. y n �
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a
377
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Naval Air Station Joint Reserve Base (NASJRB)
Figure L1212.1(1)
SECTION 3.
Ordinance No.25382-03-2022
Page 98 of 101
Section 7-48 of the Code of the City of Fort Worth(2015) is amended to read as follows:
Sec. 7-48. Effect of conflict with other ordinances.
This article shall be cumulative of all provisions of ordinances of the Code of the City
of Fort Worth, Texas (2015), affecting Building Code provisions, as amended, and shall not
repeal any of the provisions of such ordinances, except in those instances where provisions of
such ordinances are in direct conflict with the provisions of this ordinance.
SECTION 4.
Section 7-49 of the Code of the City of Fort Worth(2015) is amended to read as follows:
Sec. 7-49. Penalty for violation.
Any person, firm, or corporation violating any of the provisions of this ordinance shall
be deemed guilty of a misdemeanor and upon conviction thereof shall be punishable by a fine
not to exceed Two Thousand Dollars ($2,000.00) for all violations involving fire safety, or
public health and sanitation and shall be fined not more than Five Hundred Dollars ($500.00)
for all other violations of this ordinance. Each day or any portion thereof during which any
violation of this ordinance occurs or continues shall be deemed a separate offense and upon
conviction thereof shall be punishable as herein provided.
SECTION 5.
Section 7-226 of the Code of the City of Fort Worth (2015) is amended to read as
follows:
Sec. 7-226. Business registration.
Every firm, business or organization consisting of moving and demolition contractors
required to be licensed under the provisions of this Code,shall register with the city's Planning
and Development Department. The fee for such business registration shall be as specified in
the building code of the city.
SECTION 6.
Section 20-358 of the Code of the City of Fort Worth (2015) is amended to read as
follows:
Sec. 20-358. Permit fees.
Application for a sidewalk cafe permit shall be made in accordance with the provisions
Ordinance No.25382-03-2022
Page 99 of 101
specified by the director who shall issue a permit upon compliance with the terms and
conditions of this article. The permit fee shall be as specified in the building code and such
permit shall be valid for one (1) year from date of issuance.
SECTION 7.
This article shall be cumulative of all provisions of ordinances of the Code of the City
of Fort Worth, Texas (2015), affecting Building Code provisions, as amended, and shall not
repeal any of the provisions of such ordinances, except in those instances where provisions of
such ordinances are in direct conflict with the provisions of this ordinance.
SECTION 8.
It is hereby declared to be the intention of the City Council that the sections,paragraphs,
sentences, clauses, and phrases of this ordinance are severable, and, if any phrase, clause,
sentence, paragraph, or section of this ordinance shall be declared void, ineffective, or
unconstitutional by the valid judgment or decree of any court of competent jurisdiction, such
voidness, ineffectiveness, or unconstitutionality shall not affect any of the remaining phrases,
clauses, sentences, paragraphs, and sections of this ordinance, since the same would have been
enacted by the City Council without the incorporation in this ordinance of any such void,
ineffective, or unconstitutional phrase, clause, sentence, paragraph, or section.
SECTION 9.
Any person, firm, or corporation violating any of the provisions of this ordinance shall
be deemed guilty of a misdemeanor and upon conviction thereof shall be punishable by a fine
not to exceed Two Thousand Dollars ($2,000.00) for all violations involving fire safety, or
public health and sanitation and shall be fined not more than Five Hundred Dollars ($500.00)
for all other violations of this ordinance. Each day or any portion thereof during which any
violation of this ordinance occurs or continues shall be deemed a separate offense and upon
conviction thereof shall be punishable as herein provided.
SECTION 10.
All rights and remedies of the City of Fort Worth, Texas are expressly saved as to any
and all violations of the previous Building Code,or any other ordinances affecting construction
and fire safety, which have accrued at the time of the effective date of this ordinance: and, as
to such accrued violations and all pending litigation, both civil and criminal, whether pending
in court or not, under such ordinances, same shall not be affected by this ordinance but may be
prosecuted until final disposition by the courts.
Ordinance No.25382-03-2022
Page 100 of 101
SECTION 11.
A copy of the 2021 International Building Code,together with the local amendments
contained in this ordinance, shall be filed in the office of the City Secretary for permanent
record and inspection.
SECTION 12.
The Development Services Department of the City of Fort Worth, Texas, is hereby
authorized to publish this ordinance in pamphlet form for general distribution among the
public, and the operative provisions of this ordinance as so published shall be admissible in
evidence in all courts without further proof than the production thereof,as provided in Chapter
XXV, Section 3, of the Charter of the City of Fort Worth, Texas.
SECTION 13.
The City Secretary of the City of Fort Worth, is hereby directed to publish the caption
and Sections 1, 9, 11, 13 and 14 of this ordinance for two (2)days in the official newspaper of
the City of Fort Worth, Texas as authorized by Section 2, Chapter XXV of the Charter of the
City of Fort Worth, Texas and by Section 52.013 (a)of the Texas Local Government Code.
SECTION 14.
This ordinance shall take effect upon April 1, 2022.
APPROVED AS TO FORM AND LEGALITY: ATTEST:
nx/ ,7a*`112tt9,� G-00114
By: ivp ByJannette S.Goodall(Mar 17,202215:34 CDT)
Melinda Ramos,Assistant City Attorney Jannette S. Goodall, City Secretary
Adopted: March 8, 2022
Effective:April 1, 2022 OF �
V
Ordinance No.25382-03-2022
Page 101 of 101
City of Fort Worth, Texas
Mayor and Council Communication
DATE: 03/08/22 M&C FILE NUMBER: M&C 22-0141
LOG NAME: 06ADOPT AND AMEND 2021 I-CODES
SUBJECT
(ALL)Adopt Ordinances Adopting and Amending the 2021 Editions of the International Building Code, International Residential Code,
International Mechanical Code, International Plumbing Code, International Fuel Gas Code, International Existing Building Code and the Fort Worth
Building Administrative Code and Adopt Ordinance Adopting and Amending the 2021 International Fire Code
RECOMMENDATION:
It is recommended that the City Council adopt the attached seven ordinances which include the following:
1.Adoption of the 2021 International Building Code with local amendments as the Building Code of the City of Fort Worth;
2.Adoption of the 2021 International Residential Code with local amendments as the Residential Code of the City of Fort Worth;
3.Adoption of the 2021 International Mechanical Code with local amendments as the Mechanical Code of the City of Fort Worth;
4.Adoption of the 2021 International Plumbing Code and the 2021 International Fuel Gas Code with local amendments as the Plumbing Code of
the City of Fort Worth;
5.Adoption of the 2021 International Existing Building Code with local amendments as the Existing Building Code of the City of Fort Worth;
6.Adoption of the Fort Worth Building Administrative Code;and
7.Adoption of the 2021 International Fire Code and local amendments.
DISCUSSION:
The Fire and Development Services Departments have worked to consolidate and coordinate the amendments in their respective Fire and
Building Codes into a single action before the City Council.The City of Fort Worth has adopted model codes from the International Code Council
(ICC),with local amendments,as the construction codes for the City since 2004.These model codes are reviewed and updated annually through a
national code adoption process. Every three years these changes are codified and published for local adoption. Fort Worth has historically
adopted newly published Codes every six years, most recently adopting the 2015 Codes in 2016.The 2021 edition of ICC codes are the latest
published version offered for adoption. Development Services staff recommends adopting the 2021 International Codes as the construction
codes for the City of Fort Worth.The City will retain the 2015 International Energy Conservation Code.
Construction codes change with the development of new products, materials,construction methods,technology and as a result of evaluations of
natural and man-made disasters.Adoption of current codes has a positive impact on the City's ISO rating.
The City of Fort Worth local amendments are based on the amendments recommended for regional adoption by the North Central Texas Council
of Governments and our local practices.A committee was formed to review the City's local amendments including representatives from the
Development Advisory Committee,the Construction Fire Prevention Board of Appeals,the AIA,the Fort Worth Builders Association,and TEXO
the Association of General Contractors.The Fort Worth Builders Association,the Greater Fort Worth Association of Realtors,the Development
Advisory Committee and the Construction Fire Prevention Board of Appeals have been briefed on the proposed amendments.The Construction
and Fire Prevention Board of Appeals recommended approval of the adoption of the Codes on February 10,2022.
The construction code ordinances will have an effective date of April 1,2022.
The attached ordinance for the Fire Department reflects transition of the Fort Worth Fire Code to the 2021 International Fire Code(IFC)with Local
Amendments.All local amendments recommended for the 2021 IFC have been reviewed by the Fire and Development Services Departments and
have met the approval of the Construction and Fire Prevention Board of Appeals for recommended adoption at their public hearing on February
10,2022.
This action impacts ALL COUNCIL DISTRICTS.
This M&C does not request approval of a contract with a business entity.
A Form 1295 is not required because:This M&C does not request approval of a contract with a business entity.
FISCAL INFORMATION/CERTIFICATION:
The Director of Finance certifies that approval of these recommendations will have no material effect on City funds.
Submitted for City Manager's Office by: Dana Burghdoff 8018
Originating Business Unit Head: D.J. Harrell 8032
Additional Information Contact: Allison Gray 8030