ORD 778 12/12/2006 INTERNATIONAL BUILDING CODE ORDINANCE NO. 7 7 8
AN ORDINANCE OF THE CITY OF CIBOLO ADOPTING THE 2006 EDITION
OF THE INTERNATIONAL BUILDING CODE, REGULATING AND
GOVERNING THE CONDITIONS AND MAINTENANCE OF ALL PROPERTY,
BUILDINGS AND STRUCTURES; BY PROVIDING THE STANDARDS FOR
SUPPLIED UTILITIES AND FACILITIES AND OTHER PHYSICAL THINGS
AND CONDITIONS ESSENTIAL TO ENSURE THAT STRUCTURES ARE
SAFE, SANITARY AND FIT FOR OCCUPATION AND USE; AND THE
CONDEMNATION OF BUILDINGS AND STRUCTURES UNFIT FOR HUMAN
OCCUPANCY AND USE AND THE DEMOLITION OF SUCH STRUCTURES IN
THE CITY OF CIBOLO; PROVIDING FOR PENALTIES FOR THE
VIOLATION OF THIS ORDINANCE; PROVIDING FOR THE ISSUANCE OF
PERMITS AND COLLECTION OF FEES THEREFOR; REPEALING
ORDINANCE NO. 542 OF THE CITY OF CIBOLO AND THAT THIS
ORDINANCE IS CUMULATIVE OF ALL OTHER ORDINANCES OF THE
CITY NOT IN CONFLICT WITH THE PROVISIONS OF THIS ORDINANCE.
WHEREAS, the City of Cibolo is a Home Rule Municipality located in Guadalupe County, Texas, created
in accordance with provisions of the Texas Local Government Code and operating pursuant to its adopted
City Charter and all applicable laws and enabling legislation of the State of Texas; and
WHEREAS, the City of Cibolo is governed by a Home Rule Charter that was approved by the Citizens of
Cibolo in a duly called election held on September 11, 2004;and
WHEREAS, Chapter 54.001 of the Texas Local Government Code provides the general authority for the
City of Cibolo to enforce each rule, ordinance, or police regulation of the City of Cibolo and to punish a
violation of a rule, ordinance, or police regulation; and
WHEREAS, Chapter 214.216 of the Texas Local Government Code provides the general authority for the
City of Cibolo to adopt local amendments to the International Building Code;and
WHEREAS,the City of Cibolo, Texas seeks to protect the health, safety, and welfare of the citizens of the
City of Cibolo;and
WHEREAS,the City of Cibolo, Texas seeks to regulate and govern the construction, alteration,movement,
enlargement, replacement, repair, equipment, location, removal and governing the conditions and
maintenance of all property, buildings and structures; by providing the standards for supplied utilities and
facilities and other physical things and conditions essential to ensure that structures are safe, sanitary and
fit for occupation and use; and the condemnation of buildings and structures unfit for human occupancy
and use and the demolition of such structures, and from conditions hazardous to life or property in the
occupancy of buildings and premises in the City of Cibolo.
The City Council of the City of Cibolo does ordain as follows:
Section 1. That a certain document, three (3) copies of which are on file in the office of the Building
Official of Cibolo, being marked and designated as the International Building Code, 2006 edition,
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including Appendix Chapters A, C, E, F, G, I, J, K, as published by the International Code Council, be
and is hereby adopted as the Building Code of the City of Cibolo,in the State of Texas for regulating and
governing the conditions and maintenance of all property, buildings and structures; by providing the
standards for supplied utilities and facilities and other physical things and conditions essential to ensure
that structures are safe, sanitary and fit for occupation and use; and the condemnation of buildings and
structures unfit for human occupancy and use and the demolition of such structures as herein provided;
providing for the issuance of permits and collection of fees therefor; and each and all of the regulations,
provisions, penalties, conditions and terms of said Building Code on file in the office of the Building
Official of Cibolo, are hereby referred to, adopted, and made a part hereof, as if fully set out in this
ordinance, with the additions, insertions, deletions and changes, if any,prescribed in Section 2, 3, 4, 5, 6,
7,and 8 of this ordinance.
Section 2. That the following sections and/or sub-sections are hereby revised to read as follows:
Section 101.1 Title. These regulations shall be known as the Building Code of Cibolo,
hereinafter referred to as"this code."
Section 105.2 Work exempt from permit. Exemptions from permit requirements of this code
shall not be deemed to grant authorization for any work to be done in any manner in violation of
the provisions of this code or any other laws or ordinances of this jurisdiction. Permits shall not
be required for the following:
Building:
1. Oil derricks.
2. Retaining walls that are not over 4 feet(1219 mm)in height measured from the bottom of
the footing to the top of the wall, unless supporting a surcharge or impounding Class I, II
or IIIA liquids.
3. Water tanks supported directly on grade if the capacity does not exceed 5,000 gallons(18
925 L)and the ratio of height to diameter or width does not exceed 2:1.
4. Painting,papering,tiling, carpeting, cabinets, counter tops and similar finish work.
5. Temporary motion picture,television and theater stage sets and scenery.
6. Prefabricated swimming pools accessory to a Group R-3 occupancy that are less than 24
inches (610 mm) deep, do not exceed 5,000 gallons (18 925 L) and are installed entirely
above ground.
7. Shade cloth structures constructed for nursery or agricultural purposes, not including
service systems.
8. Swings and other playground equipment accessory to detached one- and two-family
dwellings, unless made of lumber or similar material and exceeding 8 feet(2438 mm) in
height and or 100 square feet(9 m2)in area.
9. Window awnings supported by an exterior wall that do not project more than 54 inches
(1372 mm)from the exterior wall and do not require additional support of Group R-3 and
U occupancies.
10. Nonfixed and movable fixtures, cases, racks, counters and partitions not over 5 feet 9
inches(1753 mm)in height.
Electrical:
Repairs and maintenance: Minor repair work, including the replacement of lamps or the
connection of approved portable electrical equipment to approved permanently installed
receptacles.
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Radio and television transmitting stations: The provisions of this code shall not apply to
electrical equipment used for radio and television transmissions, but do apply to equipment
and wiring for a power supply and the installations of towers and antennas.
Temporary testing systems: A permit shall not be required for the installation of any
temporary system required for the testing or servicing of electrical equipment or apparatus.
Gas:
1. Portable heating appliance.
2. Replacement of any minor part that does not alter approval of equipment or make such
equipment unsafe.
Mechanical:
1. Portable heating appliance.
2. Portable ventilation equipment.
3. Portable cooling unit.
4. Steam, hot or chilled water piping within any heating or cooling equipment regulated by
this code.
5. Replacement of any part that does not alter its approval or make it unsafe.
6. Portable evaporative cooler.
7. Self-contained refrigeration system containing 10 pounds(5 kg) or less of refrigerant and
actuated by motors of 1 horsepower(746 W)or less.
Plumbing:
1. The stopping of leaks in drains,water, soil, waste or vent pipe,provided, however, that if
any concealed trap, drain pipe, water, soil, waste or vent pipe becomes defective and it
becomes necessary to remove and replace the same with new material, such work shall be
considered as new work and a permit shall be obtained and inspection made as provided
in this code.
2. The clearing of stoppages or the repairing of leaks in pipes, valves or fixtures and the
removal and reinstallation of water closets, provided such repairs do not involve or
require the replacement or rearrangement of valves,pipes or fixtures.
Section 105.3 Application for permit. To obtain a permit, the applicant shall first file an
application therefor in writing on a form furnished by the department of building safety for that
purpose. Such application shall include but not be limited to:
1. Identify and describe the work to be covered by the permit for which application is made.
2. Describe the land on which the proposed work is to be done by legal description, street
address or similar description that will readily identify and definitely locate the proposed
building or work.
3. Indicate the use and occupancy for which the proposed work is intended.
4. Indicate the total square footage, of the foundation and all floors above or below as
measured from the exterior.
5. Be accompanied by construction documents and other information as required in Section
106.
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6. Be accompanied by the International Energy Conservation Code compliance certification
specific to the permitted address.
7. Indicate the number of stories.
8. Indicate type of construction (example Type V construction — common wood frame
construction Type IV construction—heavy timber construction).
9. State the valuation of the proposed work.
10. Be signed by the applicant, or the applicant's authorized agent.
11. Give such other data and information as required by the building official
Section 106.1.1 Information on construction documents. Construction documents shall be
dimensioned and drawn upon suitable material. Electronic media documents are permitted to be
submitted when approved by the building official. Construction documents shall be of sufficient
clarity to indicate the location, nature and extent,of the work proposed and show in detail that it
will conform to the provisions of this code and relevant laws, ordinances,rules and regulations, as
determined by the building official. To include but not limited to:
1. Indicate the street name, address number, and lot and block numbers.
2. Engineered foundation plan with soil density and soil conditions of the property or lot
unless otherwise approved by the code official.
3. Foundation plans shall have all details identified with corresponding letters, numbers, or
symbols.
4. Floor plans shall be scaled and laid out as it is to be built, if plans show optional details
options shall be clearly indicated, show glazing percentages.
5. Frame details shall include but not be limited to live load design, wind speed design, wall
bracing requirements, and material specifications, studs required for support of walls and
beams,header size and support requirements.
6. Roof and ceiling joist plan with specifications and details.
7. Electrical plan.
8. Plumbing plan.
9. Heating,ventilation, and air conditioning plan.
10. Construction plans shall have adopted codes listed.
11. Give such other data and information as required by the building official.
Section 106.2 Site plan. The construction documents submitted with the application for permit
shall be accompanied by a site plan showing the size and location of new construction and
existing structures on the site and distances from lot lines, the established street grades and the
proposed finished grades and, as applicable, flood hazard areas, floodways, and design flood
elevations; and it shall be drawn in accordance with an accurate boundary line survey. In the case
of demolition, the site plan shall show construction to be demolished and the location and size of
existing structures and construction that are to remain on the site or plot. The building official is
authorized to waive or modify the requirement for a site plan when the application for permit is
for alteration or repair or when otherwise warranted. Provide pre-construction site or plot plan
and submit original final site or plot plan with signature and seal. To include but not limited to:
1. Indicate the street name, address number, and lot and block numbers.
2. Provide total lot square footage.
3. Provide the total square footage of the foundation.
4. Indicate percentage of foundation lot coverage.
5. Provide square footage of porches,patios, driveways, and walkways.
6. Indicate all building setback lines.
7. Indicate all easements.
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8. Indicate property pin locations and distance.
9. Percentage of slope on driveway.
10. Indicate drainage elevation across the property.
11. Show curb lines and sidewalks.
12. Give such other data and information as required by the building official.
Section 106.3.3 Phased approvaL With approval of the City Council the building official is
authorized to issue a permit for the construction of foundations or any other part of a building or
structure before the construction documents for the whole building or structure have been
submitted, provided that adequate information and detailed statements have been filed complying
with pertinent requirements of this code. The holder of such permit for the foundation or other
parts of a building or structure shall proceed at the holder's own risk with the building operation
and without assurance that a permit for the entire structure will be granted.
Section 106.3.4.1 GeneraL It shall be required that documents be prepared by a registered design
professional, the building official shall be authorized to require the owner to engage and
designate on the building permit application a registered design professional who shall act as the
registered design professional in responsible charge. If the circumstances require, the owner shall
designate a substitute registered design professional in responsible charge who shall perform the
duties required of the original registered design professional in responsible charge. The building
official shall be notified in writing by the owner if the registered design professional in
responsible charge is changed or is unable to continue to perform the duties.
The registered design professional in responsible charge shall be responsible for reviewing and
coordinating submittal documents prepared by others, including phased and deferred submittal
items, for compatibility with the design of the building.
Where structural observation is required by Section 1709, the statement of special inspections
shall name the individual or firms who are to perform structural observation and describe the
stages of construction at which structural observation is to occur (see also duties specified in
Section 1704).
Section 106.4 Amended construction documents. Work shall be installed in accordance with
the approved construction documents, and any changes made during construction that are not in
compliance with the approved construction documents shall be resubmitted for approval as an
amended set of construction documents prior to the continuation of work.
Section 110.1 Use and occupancy. No building or structure shall be used or occupied, and no
change in the existing occupancy classification of a building or structure or portion thereof shall
be made until the building official has issued a certificate of occupancy therefor as provided
herein. The permit holder or their duly authorized agent or representative shall not allow
occupancy of a building or structure before the passing and completion of all required inspections
and the issuance of a certificate of occupancy. Issuance of a certificate of occupancy shall not be
construed as an approval of a violation of the provisions of this code or of other ordinances of the
jurisdiction. Certificates presuming to give authority to violate or cancel the provisions of this
code or other ordinances of the jurisdiction shall not be valid.
Exceptions:
1. Certificates of occupancy are not required for work exempt from permits under Section
R105.2.
2. Accessory buildings or structures.
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Section 112.1 General. In order to hear and decide appeals of orders, decisions or determinations
made by the building official relative to the application and interpretation of this code, there shall
be and is hereby created a board of appeals. The City Council may act as the board of appeals, or
the board of appeals shall be appointed by the governing body and shall hold office at its
pleasure. The board shall adopt rules of procedure for conducting its business.
Section 310.1 Residential Group R. Residential Group R includes, among others, the use of a
building or structure, or a portion thereof, for sleeping purposes when not classified as an
Institutional Group I or when not regulated by the International Residential Code in accordance
with Section 101.2. Residential occupancies shall include the following:
R-1 Residential occupancies containing sleeping units where the occupants are primarily transient
in nature,including:
Boarding houses(transient)
Hotels(transient)
Motels(transient)
R-2 Residential occupancies containing sleeping units or more than two dwelling units where the
occupants are primarily permanent in nature,including:
Apartment houses
Boarding houses(not transient)
Convents
Dormitories
Fraternities and sororities
Hotels(nontransient)
Monasteries
Motels(nontransient)
Vacation timeshare properties
Congregate living facilities with 8 or fewer occupants are permitted to comply with the
construction requirements for Group R-3.
R-3 Residential occupancies where the occupants are primarily permanent in nature and not
classified as Group R-1,R-2,R-4 or I,including:
Buildings that do not contain more than two dwelling units.
Adult facilities that provide accommodations for five or fewer persons of any age for less
than 24 hours.
Child care facilities that provide accommodations for five or fewer persons of any age for
less than 24 hours.
Congregate living facilities with 8 or fewer persons.
Adult and child care facilities that are within a single-family home are permitted to
comply with the International Residential Code.
R-4 Residential occupancies shall include buildings arranged for occupancy as residential
care/assisted living facilities including more than five but not more than 16 occupants,
excluding staff.
Group R-4 occupancies shall meet the requirements for construction as defined for Group
R-3, except as otherwise provided for in this code, or shall comply with the International
Residential Code.
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Section 402.13 Standby power. Covered mall buildings exceeding 40,000 square feet(3716 m2)
shall be provided with standby power systems that are capable of operating the emergency
voice/alarm communication system.
Section [F] 402.14 Emergency voice/alarm communication system. Covered mall buildings
exceeding 40,000 square feet (3716 m2) in total floor area shall be provided with an emergency
voice/alarm communication system. Emergency voice/alarm communication systems serving a
mall, required or otherwise, shall be accessible to the fire department. The system shall be
provided in accordance with Section 907.2.12.2.
Section 403.1 Applicability. The provisions of this section shall apply to buildings with an
occupied floor located more than 25 feet (7620 mm) above the lowest level of fire department
vehicle access.
Exception: The provisions of this section shall not apply to the following buildings and
structures:
1. Airport traffic control towers in accordance with Section 412.
2. Open parking garages in accordance with Section 406.3.
3. Buildings with an occupancy in Group A-5 in accordance with Section 303.1.
4. Low-hazard special industrial occupancies in accordance with Section 503.1.1.
5. Buildings with an occupancy in Group H-1, H-2 or H-3 in accordance with Section 415.
Section 403.1 Applicability. The provisions of this section shall apply to buildings with an
occupied floor located more than 25 feet (7620 mm) above the lowest level of fire department
vehicle access.
Section [F] 403.2 Automatic sprinkler system. Buildings and structures shall be equipped
throughout with an automatic sprinkler system in accordance with Section 903.3.1.1 and a
secondary water supply where required by Section 903.3.5.2.
Exception:An automatic sprinkler system shall not be required in spaces or areas of:
1. Open parking garages in accordance with Section 406.3.
2. Telecommunications equipment buildings used exclusively for telecommunications
equipment, associated electrical power distribution equipment, batteries and standby
engines, provided that those spaces or areas are equipped throughout with an automatic
fire detection system in accordance with Section 907.2 and are separated from the
remainder of the building by fire barriers consisting of not less than 2-hour fire-
resistance-rated walls and 2-hour fire-resistance-rated floor/ceiling assemblies.
Section 406.1.4 Separation. Separations shall comply with the following:
1. The private garage shall be separated from the dwelling unit and its attic area by means of a
minimum %-inch (15.9 mm) gypsum board applied to the garage side. Garages beneath
habitable rooms shall be separated from all habitable rooms above by not less than a 5/8-inch
(15.9 mm) Type X gypsum board or equivalent. Door openings between a private garage
and the dwelling unit shall be equipped with either solid wood doors or solid or honeycomb
core steel doors not less than 1 3/8 inches (34.9 mm) thick, or doors in compliance with
Section 715.4.3. Openings from a private garage directly into a room used for sleeping
purposes shall not be permitted. Doors shall be self-closing and self-latching and the door
shall not be in conflict with another door in the open position.
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2. Ducts in a private garage and ducts penetrating the walls or ceilings separating the dwelling
unit from the garage shall be constructed of a minimum 0.019-inch (0.48 mm) sheet steel
and shall have no openings into the garage.
3. A separation is not required between a Group R-3 and U carport, provided the carport is
entirely open on two or more sides and there are not enclosed areas above.
Section 406.2.8 Special hazards. Connection of a parking garage with any room in which there
is a fuel-fired appliance shall be by means of a vestibule providing a two-doorway separation.
Doors shall be self-closing and self-latching and the door shall not be in conflict with another
door in the open position.
Exception: A single door shall be allowed provided the sources of ignition in the appliance are
at least 18 inches (457 mm) above the floor. Doors shall be self-closing and self-latching and
the door shall not be in conflict with another door in the open position.
Section 412.3.2 Fire separation. A hangar shall not be attached to a dwelling unless separated
by a fire barrier having a fire-resistance rating of not less than 2 hour. Such separation shall be
continuous from the foundation to the underside of the roof and unpierced except for doors
leading to the dwelling unit. Doors into the dwelling unit must be equipped with self-closing
devices and conform to the requirements of Section 715 with at least a 4-inch (102 mm)
noncombustible raised sill. Openings from a hanger directly into a room used for sleeping
purposes shall not be permitted.
Section 413.2 Attic,under-floor and concealed spaces. Attic,under-floor and concealed spaces
used for storage of combustible materials shall be protected on the storage side as required for 2-
hour fire-resistance-rated construction. Openings shall be protected by assemblies that are self-
closing and are of noncombustible construction or solid wood core not less than 1 % inch (45
mm)in thickness.
Exceptions:
1. Areas protected by approved automatic sprinkler systems.
2. Group U occupancies.
Section [F] 501.2 Address numbers. Buildings shall have approved address numbers, building
numbers or approved building identification placed in a position that is plainly legible and visible
from the street or road fronting the property. Approved numbers or addresses shall be provided
for all new buildings and all projects under construction and at all phases of construction in such
a position as to be plainly visible and legible from the street or road fronting the property. These
numbers shall contrast with their background. Address numbers shall be Arabic numerals or
alphabetical letters. Permanent numbers or letters shall be a minimum of 4 inches(102 mm)high
with a minimum stroke width of 0.5 inch(12.7 mm)and be illuminated and not be obstructed.
Section 702 Definitions
Fire Barrier. A fire-resistance-rated wall assembly of materials designed to restrict the spread
of fire and products of combustion in which continuity is maintained.
Fire Partition. A vertical assembly of materials designed to restrict the spread of fire and
products of combustion in which openings are protected.
Fire Resistance. That property of materials or their assemblies that prevents or retards the
passage of excessive heat, hot gases or flames and products of combustion under conditions of
use.
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Fire Wall. A fire-resistance-rated wall having protected openings,which restricts the spread of
fire and products of combustion and extends continuously from the foundation to or through the
roof, with sufficient structural stability under fire conditions to allow collapse of construction
on either side without collapse of the wall.
Fireblocking. Building materials installed to resist the free passage of flame and products of
combustion to other areas of the building through concealed spaces.
Horizontal Assembly. A fire-resistance-rated floor or roof assembly of materials designed to
restrict the spread of fire and products of combustion in which continuity is maintained.
Section 717.2.1 Fireblocking materials. Fireblocking shall consist of 2-inch (51 mm) nominal
lumber or two thicknesses of 1-inch (25 mm) nominal lumber with broken lap joints or one
thickness of 0.75-inch (19 mm) wood structural panel with joints backed by 0.75-inch (19 mm)
wood structural panel or one thickness of 23/32-inch (19.8 mm) particleboard with joints backed
by 23/32-inch (19.8 mm) particleboard. Gypsum board 1/2-inch (12.7 mm), cement fiber board
1/4-inch (6.4 mm), bans or blankets of mineral wool, glass fiber or other approved materials
installed in such a manner as to be securely retained in place shall be permitted as an acceptable
fireblock where approved by the code official. Batts or blankets of mineral or glass fiber or other
approved nonrigid materials shall be permitted for compliance with the 10-foot (3048 mm)
horizontal fireblocking in walls constructed using parallel rows of studs or staggered studs where
approved by the code official. Loose-fill insulation material shall not be used as a fireblock
unless specifically tested in the form and manner intended for use to demonstrate its ability to
remain in place and to retard the spread of fire and hot gases where approved by the code official.
All joints shall be tight fitting or sealed to prevent the free passage of flame and products of
combustion. The integrity of fireblocks shall be maintained.
Section 717.2.1.1 Double stud walls. Batts or blankets of mineral or glass fiber or other
approved nonrigid materials shall be allowed as fireblocking in walls constructed using parallel
rows of studs or staggered studs where approved by the code official.
Section 717.2.4 Stairways. Fireblocking shall be provided in concealed spaces beside and
between stair stringers from the top to the bottom of the run to prevent the free passage of flame
and products of combustion. Enclosed spaces under stairs shall also comply with Section
1009.5.3.
Section 717.3.1 Draftstopping materials. Draftstopping materials shall not be less than 0.5-inch
(12.7 mm) gypsum board, 0.5-inch (12.7 mm) wood structural panel, 0.5-inch (12.7 mm)
particleboard, 1-inch (25-mm) nominal lumber, cement fiberboard. Batts or blankets of mineral
wool or glass fiber, or other approved materials shall require approval by the building official and
shall be adequately supported and sealed. All joints shall be tight fitting or sealed to prevent the
free passage of flame and products of combustion. The integrity of drafistops shall be
maintained.
Section 717.3.2 Groups R-1,R-2,R-3 and R-4. Draftstopping shall be provided in floor/ceiling
spaces in Group R-1 buildings, in Group R-2 buildings with two or more dwelling units, in Group
R-3 buildings with two dwelling units and in Group R-4 buildings. Draftstopping shall be located
above and in line with the dwelling unit and sleeping unit separations.
Exceptions:
1. Draftstopping is not required in buildings equipped throughout with an automatic
sprinkler system in accordance with Section 903.3.1.1, provided that automatic sprinklers
are also installed in the combustible concealed spaces.
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2. Draftstopping is not required in buildings equipped throughout with an automatic
sprinkler system in accordance with Section 903.3.1.2,provided that automatic sprinklers
are also installed in the combustible concealed spaces.
Section 717.3.3 Other groups. In other groups, draftstopping shall be installed so that horizontal
floor areas do not exceed 1,000 square feet(93 m2).
Exception: Draftstopping is not required in buildings equipped throughout with an automatic
sprinkler system in accordance with Section 903.3.1.1, provided that automatic sprinklers are
also installed in the combustible concealed spaces.
Section 717.4 Draftstopping in attics. In combustible construction, draftstopping shall be
installed to subdivide attic spaces and concealed roof spaces in the locations prescribed in
Sections 717.4.2 and 717.4.3 and such that any horizontal area does not exceed 3,000 square feet
(279 m2). Ventilation of concealed roof spaces shall be maintained in accordance with Section
1203.2.
Section 717.4.2 Groups R-1 and R-2. Draftstopping shall be provided in attics, mansards,
overhangs or other concealed roof spaces of Group R-2 buildings with two or more dwelling units
and in all Group R-1 buildings. Draftstopping shall be installed above, and in line with, sleeping
unit and dwelling unit separation walls that do not extend to the underside of the roof sheathing
above.
Exceptions:
1. Where corridor walls provide a sleeping unit or dwelling unit separation, draftstopping
shall only be required above one of the corridor walls.
2. Draftstopping is not required in buildings equipped throughout with an automatic
sprinkler system in accordance with Section 903.3.1.1, provided that automatic sprinklers
are also installed in the combustible concealed spaces.
3. In occupancies in Group R-2 that do not exceed four stories in height,the attic space shall
be subdivided by draftstops into areas not exceeding 3,000 square feet (279 m2) and
above every two dwelling units,whichever is smaller.
4. Draftstopping is not required in buildings equipped throughout with an automatic
sprinkler system in accordance with Section 903.3.1.2,provided that automatic sprinklers
are also installed in the combustible concealed spaces.
Section 717.4.3 Other groups. Draftstopping shall be installed in attics and concealed roof
spaces, such that any horizontal area does not exceed 3,000 square feet(279 m2).
Exception: Draftstopping is not required in buildings equipped throughout with an automatic
sprinkler system in accordance with Section 903.3.1.1, provided that automatic sprinklers are
also installed in the combustible concealed spaces.
Section 901.3 Modifications. No person shall remove or modify any fire protection system
installed or maintained under the provisions of this code or the International Fire Code without
approval by the building official and fire code official.
Section 901.7 Fire areas. Where buildings, or portions thereof are divided into fire areas so as
not to exceed the limits established for requiring a fire protection system in accordance with this
chapter, such fire areas shall be separated by fire walls having a fire-resistance rating of not less
than that determined in accordance with Section 705.4 or with building official approval fire
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barriers having a fire-resistance rating of not less than that determined in accordance with Section
706.3.9 may be installed.
Section [F] 903.2 Where required. Approved automatic sprinkler systems in new buildings and
structures shall be provided in the locations described in this section.
Automatic sprinkler system shall be installed throughout all levels of all new Group A, B, E, F,
H, I, M, R-1,R-2,R-4, and S occupancies 2,000 square feet(186 m2) or more, and throughout all
R-3 occupancies 4,500 square feet (418 m2) or more, and installed in all canopies over motor
fuel-dispensing equipment and flammable gas, LP-gas, and flammable and combustible liquid
storage areas. The calculated area shall be total square footage (as measured from the exterior)
including all habitable space as well as the area of attached garages, storage facilities, hallways,
stairways, and similar areas. Such systems shall be in accordance with Section 903 as well as
National Fire Protection Association Standards where conflicts arise the more stringent shall
govern.
Retrofit:
1. Building additions that equal 50%or more of the existing building floor area, or building
additions that exceed 2,000 square feet(186 m2)regardless of percentage increase.
2. Two or more building permits related to area increase, are issued over any three
consecutive years.
3. One or more additions are made to an R-3 occupancy and the new total area of the
building exceeds 4,500 square feet(418 m2).
4. Building remodels that require structural changes affecting the primary structural system
of the existing building.
Exception:
1. Spaces or areas in telecommunications buildings used exclusively for
telecommunications equipment, associated electrical power distribution equipment,
batteries, and standby engines, provided those spaces or areas are equipped throughout
with an automatic fire alarm system and are separated from the remainder of the building
by fire barriers consisting of not less than 2-hour fire-resistance-rated walls and 2-hour
fire-resistance-rated floor/ceiling assemblies.
2. Detached non-combustible carports or shade canopies. Detached gazebos and open sided
pavilions for residential use.
3. Independent buildings such as restrooms or snack shops 400 square feet (37 m2) or less
that are associated with golf courses,parks, and similar uses.
4. Guardhouses that are less than 400 square feet(37 m2)in size used to control access to or
within residential and/or commercial developments.
5. Detached equipment or storage buildings for commercial use not exceeding 250 square
feet(23 m2).
6. Detached residential storage buildings or garages that are non-inhabitable not exceeding
900 square feet(84 m2).
7. Barns and agricultural buildings for private, residential, non-commercial use, not
exceeding 3,000 square feet(279 m2).
8. Detached non-combustible canopies used exclusively for automotive, motor fuel-
dispensing stations for private passenger vehicles not exceeding 900 square feet(84 m2).
9. Manufactured/Modular/Mobile homes built on a permanent chassis designed and built as
a dwelling unit and recreational vehicles that were not site built and are portable in
nature.
Page 11 of 32
Section [F] 903.2.1.1 Group A-i. An automatic sprinkler system shall be provided for Group
A-1 occupancy where one of the following conditions exists:
1. The fire area exceeds 2,000 square feet(186 m2);
2. The fire area has an occupant load of 50 or more;
•
3. The fire area is located on a floor other than the level of exit discharge; or
4. The fire area contains a multi-theater complex.
Section [F] 903.2.1.2 Group A-2. An automatic sprinkler system shall be provided for Group
A-2 occupancy where one of the following conditions exists:
1. The fire area exceeds 2,000 square feet(186 m2);
2. The fire area has an occupant load of 50 or more;or
3. The fire area is located on a floor other than the level of exit discharge.
Section [F] 903.2.1.3 Group A-3. An automatic sprinkler system shall be provided for Group
A-3 occupancy where one of the following conditions exists:
1. The fire area exceeds 2,000 square feet(186 m2);
2. The fire area has an occupant load of 50 or more; or
3. The fire area is located on a floor other than the level of exit discharge.
Exception: Floor areas used exclusively as participant sports areas where the main
floor area is located at the same level as the level of exit discharge of the main entrance
and exit not to include seating areas.
Section [F] 903.2.1.4 Group A-4. An automatic sprinkler system shall be provided for Group
A-4 occupancy where one of the following conditions exists:.
1. The fire area exceeds 2,000 square feet(186 m2);
2. The fire area has an occupant load of 50 or more;or
3. The fire area is located on a floor other than the level of exit discharge.
Exception: Floor areas used exclusively as participant sport areas where the main floor
area is located at the same level as the level of exit discharge of the main entrance and
exit not to include seating areas.
Section [F] 903.2.1.5 Group A-5. An automatic sprinkler system shall be provided for Group
A-5 occupancies in the following areas: concession stands, retail areas, press boxes, and other
accessory use areas in excess of 400 square feet(37 m2).
Section [F] 903.2.2 Group E. An automatic sprinkler system shall be provided for Group E
occupancies as follows:
1. Throughout all Group E fire areas greater than 2,000 square feet(186 m2)in area.
2. Throughout every portion of educational buildings below the level of exit discharge.
Section [F] 903.2.3 Group F-1. An automatic sprinkler system shall be provided throughout all
buildings containing a Group F-1 occupancy where one of the following conditions exist:
1. Where a Group F-1 fire area exceeds 2,000 square feet(186 m2);
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2. Where a Group F-1 fire area is located more than three stories above grade plane; or
3. Where the combined area of all Group F-1 fire areas on all floors, including any
mezzanines, exceeds 2,000 square feet(186 m2).
Section [F] 903.2.3.1 Woodworking operations. An automatic sprinkler system shall be
provided throughout all Group F-1 occupancy fire areas that contain woodworking operations in
excess of 1,000 square feet (93 m2) in area which generate finely divided combustible waste or
use finely divided combustible materials.
Section [F] 903.2.6 Group M. An automatic sprinkler system shall be provided throughout
buildings containing a Group M occupancy where one of the following conditions exist:
1. Where a Group M fire area exceeds 2,000 square feet(186 m2);
2. Where a Group M fire area is located more than three stories above grade plane; or
3. Where the combined area of all Group M fire areas on all floors, including any mezzanines,
exceeds 2,000 square feet(186 m2).
Section [F] 903.2.8 Group S-1. An automatic sprinkler system shall be provided throughout all
buildings containing a Group S-1 occupancy where one of the following conditions exist:
1. A Group S-1 fire area exceeds 2,000 square feet(186 m2);
2. A Group S-1 fire area is located more than three stories above grade plane;or
3. The combined area of all Group S-1 fire areas on all floors, including any mezzanines,
exceeds 2,000 square feet(186 m2).
Section [F] 903.2.8.1 Repair garages. An automatic sprinkler system shall be provided
throughout all buildings used as repair garages in accordance with Section 406, as shown:
1. Buildings two or more stories in height, including basements, with a fire area containing
a repair garage exceeding 2,000 square feet(186 m2).
2. One-story buildings with a fire area containing a repair garage exceeding 2,000 square
feet(186 m2).
3. Buildings with a repair garage servicing vehicles parked in the basement.
Section [F] 903.2.8.2 Bulk Storage of tires. Buildings and structures where the area for the
storage of tires exceeds 3,200 cubic feet (90 m3) shall be equipped throughout with an
automatic sprinkler system in accordance with Section 903.3.1.1.
Section [F] 903.2.9.1 Commercial parking garages. An automatic sprinkler system shall be
provided throughout buildings used for storage of commercial trucks or buses where the fire
area exceeds 2,000 square feet(186 m2).
Section [F] 903.2.10.1 Stories and basements without openings. An automatic sprinkler
system shall be installed throughout every story or basement of all buildings where the floor
area exceeds 400 square feet (37 m2) and where there is not provided at least one of the
following types of exterior wall openings:
1. Openings below grade that lead directly to ground level by an exterior stairway
complying with Section 1009 or an outside ramp complying with Section 1010.
Openings shall be located in each 50 linear feet (15 240 mm), or fraction thereof, of
exterior wall in the story on at least one side.
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2. Openings entirely above the adjoining ground level totaling at least 20 square feet (1.86
m2)in each 50 linear feet(15 240 mm), or fraction thereof, of exterior wall in the story on
at least one side.
Section [F] 903.2.10.1.1 Opening dimensions and access. Openings shall have a minimum
dimension of not less than 36 inches(914 mm). Such openings shall be accessible to the fire
department from the exterior and shall not be obstructed in a manner that fire fighting or
rescue cannot be accomplished from the exterior.
Section [F] 903.3.1.1 NFPA 13 sprinkler systems. Where the provisions of this code require
that a building or portion thereof be equipped throughout with an automatic sprinkler system in
accordance with this section, sprinklers shall be installed throughout in accordance with NFPA 13
except as provided in Section 903.3.1.1.1.
Construction documents for fire sprinkler systems shall be submitted for review and approval
prior to system installation or remodeling. Three copies will be submitted unless otherwise stated
by the code official. Deviation from approved plans shall require prior permission of the code
official. Construction documents shall be drawn to an indicated scale, on sheets of uniform size,
with a plan of each floor, and shall show those items from the following list that pertain to the
design of the system. Construction documents shall be provided in accordance with NFPA 13
Chapter 14 to include, but not be limited to, all of the following:
1. A site plan showing all buildings, fire department connections, fire hydrants, fire apparatus
access roads, alleys, driveways, sidewalks, and similar items. To include lengths and
widths.
2. A floor plan, which shows and indicates the use of all rooms, and all occupancies in the
building including dimensions.
3. Unit plans which shows location and size of walls, rooms, doors, concealed spaces, closets,
attics, and bathrooms.
4. Dimensions of aisles, corridors, hallways, and stairways, doorways (door openings),
including direction of swing.
5. Full height cross-section, or schematic diagram of the riser detail showing alarm valve
assembly, flow switch(s), water motor alarm or equivalent, check valves assemblies, drain
valve assemblies,and all associated piping.
6. Full height cross-section, or schematic diagram, including structural member information
and including ceiling and wall construction and method of protection for nonmetallic
piping and penetrations.
7. A mechanical system over lay showing no conflict with fire sprinkler system.
8. Manufactures specifications and ratings on equipment and materials, to include but not
limited to sprinkler heads, couplings, valves, mounting brackets, hardware, hangers, alarm
valves, switches, sensors,gauges, and similar components.
9. Location and description of all required signs.
10. Any additional information required by the code official.
11. The construction documents submittal shall include the manufacturer's installation
instructions for any specially listed equipment, including descriptions, applications, and
limitations for any sprinklers, devices,piping, or fittings.
Section [F] 903.3.7 Test connection. This test connection shall be in the upper story, and the
connection shall be piped from the end of the most remote branch line. The discharge should be
at a point where it can be readily observed. In locations where it is not practical to terminate the
test connection outside the building, the test connection is permitted to terminate into a drain
capable of accepting full flow under system pressure. In this event,the test connection should be
Page 14 of 32
made using an approved sight test connection containing a smooth bore corrosion-resistant orifice
giving a flow equivalent to one sprinkler simulating the least flow from an individual sprinkler in
the system. The test valve should be located at an accessible point and preferably not over 7 ft
(2.1 m) above the floor. The control valve on the test connection should be located at a point not
exposed to freezing. The discharge pipe shall be installed so as to drain by gravity flow. The end
of the discharge pipe shall not be threaded.
Auxiliary Drains for Wet Pipe Systems and Preaction Systems in Areas Not Subject to -
Freezing.
1. Where the capacity of isolated trapped sections of pipe is 20 gal (76 L) or more, the
auxiliary drain shall consist of a valve not smaller than 1 in. (25.4 mm), piped to an
accessible location.
2. Where the capacity of isolated trapped sections of pipe is more than 5 gal (18.9 L) and less
than 10 gal(38 L), the auxiliary drain shall consist of a valve%in. (19 mm) or larger and a
plug or a nipple and cap.
3. Where the capacity of trapped sections of pipes in wet systems is less than 5 gal (18.9 L),
one of the following arrangements shall be provided:
1. An auxiliary drain shall consist of a nipple and cap or plug not less than 1/2 in. (12
mm)in size.
2. An auxiliary drain shall not be required for trapped sections less than 5 gal (18.9 L)
where the system piping can be drained by removing a single pendent sprinkler.
3. Where flexible couplings or other easily separated connections are used, the nipple
and cap or plug shall be permitted to be omitted.
Section [F] 903.4 Sprinkler system monitoring and alarms. All valves controlling the water
supply for automatic sprinkler systems, pumps, tanks, water levels and temperatures, critical air
pressures, and water-flow switches on all sprinkler systems shall be electrically supervised.
Exceptions:
1. Automatic sprinkler systems protecting one-and two-family dwellings.
2. Limited area systems serving fewer than 10 sprinklers.
3. Automatic sprinkler systems installed in accordance with 13R where a common supply
main is used to supply both domestic and automatic sprinkler systems and a separate
shutoff valve for the automatic sprinkler system is not provided.
4. Jockey pump control valves that are sealed or locked in the open position.
5. Control valves to commercial kitchen hoods, paint spray booths or dip tanks that are
sealed or locked in the open position.
6. Valves controlling the fuel supply to fire pump engines that are sealed or locked in the
open position.
7. Trim valves to pressure switches in dry, preaction and deluge sprinkler systems that are
sealed or locked in the open position.
Section [F] 905.2 Installation standard. Standpipe systems shall be installed in accordance with
this section and NFPA 14. Where required fire department connections shall comply with
Section 312 not to include 312.2.5 spacing to be approved by the fire code official.
Section [F] 905.3.1 Building height. Class III standpipe systems shall be installed throughout
buildings where the floor level of the highest story is located more than 25 feet(7620 mm)above
the lowest level of the fire department vehicle access, or where the floor level of the lowest story
is located more than 20 feet(6096 mm)below the highest level of fire department vehicle access.
Page 15 of 32
Exceptions:
1. Class I standpipes are allowed in buildings equipped throughout with an automatic
sprinkler system in accordance with Section 903.3.1.1 or Section 903.3.1.2.
2. Class I manual standpipes are allowed in open parking garages where the highest floor is
located not more than 150 feet (45 720 mm) above the lowest level of fire department
vehicle access.
3. Class I manual dry standpipes are allowed in open parking garages that are subject to
freezing temperatures, provided that the hose connections are located as required for
Class II standpipes in accordance with Section 905.5.
4. Class I standpipes are allowed in basements equipped throughout with an automatic
sprinkler system.
5. In determining the lowest level of fire department vehicle access, it shall not be required
to consider:
5.1 Recessed loading docks for four vehicles or less, and
5.2 Conditions where topography makes access from the fire department vehicle to
the building impractical or impossible.
Section IF] 905.3.2 Group A. Class I automatic wet standpipes shall be provided in Group A
buildings having an occupant load exceeding 400 persons.
Exceptions:
1. Open-air-seating spaces without enclosed spaces.
2. Class I automatic dry and semiautomatic dry standpipes or manual wet standpipes are
allowed in buildings where the highest floor surface used for human occupancy is 75 feet
(22 860 mm)or less above the lowest level of fire department vehicle access.
Section [F] 905.3.3 Covered mall buildings. A covered mall building and buildings connected
thereto shall be equipped throughout with a standpipe system where required by Section 905.3.1.
Covered mall buildings not required to be equipped with a standpipe system by Section 905.3.1
shall be equipped with Class I hose connections connected to a system sized to deliver water at
250 gallons per minute (946.4 L/min.) at the most hydraulically remote outlet. Hose connections
shall be provided at each of the following locations:
1. Within the mall at the entrance to each exit passageway or corridor.
2. At each floor-level landing within enclosed stairways opening directly on the mall.
3. At exterior public entrances to the mall.
4. Hose connections shall be spaced so that all spaces and areas are within 200 feet of a hose
connection. Unless closer spacing is required by the code official.
Section IF] 905.4 Location of Class I standpipe hose connections. Class I standpipe hose
connections shall be provided in all of the following locations:
1. In every required stairway, a hose connection shall be provided for each floor level above
or below grade. Hose connections shall be located at an intermediate floor level landing
between floors,unless otherwise approved by the code official.
2. On each side of the wall adjacent to the exit opening of a horizontal exit.
Exception: Where floor areas adjacent to a horizontal exit are reachable from exit
stairway hose connections by a 30-foot(9144 mm)hose stream from a nozzle attached to
100 feet (30480 mm) of hose, a hose connection shall not be required at the horizontal
exit.
Page 16 of 32
3. In every exit passageway, at the entrance from the exit passageway to other areas of a
building.
4. In covered mall buildings, adjacent to each exterior public entrance to the mall and adjacent
to each entrance from an exit passageway or exit corridor to the mall.
5. Where the roof has a slope less than four units vertical in 12 units horizontal (33.3-percent
slope), each standpipe shall be provided with a hose connection located either on the roof
or at the highest landing of a stairway with stair access to the roof. An additional hose
connection shall be provided at the top of the most hydraulically remote standpipe for
testing purposes.
6. Where the most remote portion of a nonsprinklered floor or story is more than 150 feet(45
720 mm) from a hose connection or the most remote portion of a sprinklered floor or story
is more than 200 feet(60 960 mm) from a hose connection, the code official is authorized
to require that additional hose connections be provided in approved locations. Hose
connections shall be spaced so that all spaces and areas are within 200 feet of a hose
connection. Unless closer spacing is required by the code official.
Section [F] 905.5.1 Groups A-i and A-2. In Group A-1 and A-2 occupancies with occupant
loads of more than 400, hose connections shall be located on each side of any stage, on each
side of the rear of the auditorium, on each side of the balcony, and on each tier of dressing
rooms.
Section [F] 907.1.1 Construction documents. Construction documents for fire alarm systems
shall be submitted for review and approval prior to system installation. Three copies will be
submitted unless otherwise required by the code official. Construction documents shall
include,but not be limited to, all of the following:
1. A floor plan, which shows and indicates the use of all rooms, and all occupancies in the
building including dimensions.
2. Locations of alarm-initiating and notification appliances.
3. Alarm control and trouble signaling equipment.
4. Wiring schematic indicating wiring methods and locations of conduit, junction boxes,
and wiring.
5. Colored wiring schematic by zone(or run)for notification appliances.
6. Notification appliances shall be identified with listed output levels.
7. Annunciation.
8. Power connection.
9. Battery calculations.
10. Conductor type and sizes.
11. Voltage drop calculations.
12. Manufacturers, model numbers, and listing information for all equipment, devices, and
materials.
13. Fire Alarm Control Panel, size and capabilities for expansion.
14. Details of ceiling height and construction.
15. The interface of fire safety control functions.
16. Any additional information required by the fire code official.
Section [F] 907.2 Where required. An automatic fire detection system shall be installed in all
occupancies. All alarm systems shall be designed to accommodate the vision and hearing
impaired. An approved manual, automatic or manual and automatic fire alarm system installed in
accordance with the provisions of this code and NFPA 72 shall be provided in new buildings and
structures in accordance with Section 907.2.1 through Section 907.2.23 and provided occupant
Page 17 of 32
notification in accordance with Section 907.9, unless other requirements are provided by another
section of this code. Where automatic sprinkler protection installed in accordance with Section
903.3.1.1 or Section 903.3.1.2 is provided and connected to the building fire alarm system,
automatic heat detection required by this section shall not be required. The location of automatic
fire detectors and smoke detectors shall be approved by the code official: The fire alarm system
should be designed so that the system can be expanded.
The automatic fire detectors shall be smoke detectors. Where ambient conditions prohibit
installation of automatic smoke detection, other automatic fire detection shall be allowed.
Section [F] 907.2.1 Group A. A manual fire alarm system shall be installed in Group A
occupancies having an occupant load of 300 or more. Portions of Group E occupancies
occupied for assembly purposes shall be provided with a fire alarm as required for the Group E
occupancy.
Exception: Manual fire alarm boxes are not required where the building is equipped
throughout with an automatic sprinkler system and the notification appliances will activate
upon sprinkler water flow unless deemed required by the code official.
Section [F] 907.2.1.1 System initiation in Group A occupancies with an occupant load of
800 or more. Activation of the fire alarm in Group A occupancies with an occupant load of
800 or more shall initiate a signal using an emergency voice/alarm communications system in
accordance with NFPA 72.
Exception: Where approved, the prerecorded announcement is allowed to be manually
deactivated for a period of time,not to exceed 3 minutes, for the sole purpose of allowing a
live voice announcement from an approved, constantly attended location.
Section [F] 907.2.2 Group B. A manual fire alarm system shall be installed in Group B
occupancies having an occupant load of 100 or more persons or more than 50 persons above or
below the lowest level of exit discharge.
Exception: Manual fire alarm boxes are not required where the building is equipped
throughout with an automatic sprinkler system and the alarm notification appliances will
activate upon sprinkler water flow unless deemed required by the code official.
Section [F] 907.2.3 Group E. A manual fire alarm system 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.
Exception:
1. Group E occupancies with an occupant load of less than 50..
2. Manual fire alarm boxes are not required in Group E occupancies where all the
following apply:
2.1.Interior corridors are protected by smoke detectors with alarm verification.
2.2. Auditoriums, cafeterias, gymnasiums and the like are protected by heat detectors
or other approved detection devices.
2.3. Shops and laboratories involving dusts or vapors are protected by heat detectors
or other approved detection devices.
2.4. Off-premises monitoring is provided.
2.5.The capability to activate the evacuation signal from a central point is provided.
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2.6. In buildings where normally occupied spaces are provided with a two-way
communication system between such spaces and a constantly attended receiving
station from where a general evacuation alarm can be sounded, except in
locations specifically designated by the code official.
3. Manual fire alarm boxes shall not be required in Group E occupancies where the building
is equipped throughout with an automatic sprinkler system, the alarm notification
appliances will activate upon sprinkler water flow and manual activation is provided from
a constantly attended location unless deemed required by the code official.
Section [F] 907.2.4 Group F. A manual fire alarm system shall be installed in Group F
occupancies that are two or more stories in height and have an occupant load of 100 or more
above or below the lowest level of exit discharge.
Exception: Manual fire alarm boxes are not required if the building is equipped throughout
with an automatic sprinkler system and the notification appliances will activate upon
sprinkler water flow unless deemed required by the code official.
Section [F] 907.2.5 Group H. A manual fire alarm system shall be installed in all Group H
occupancies and in occupancies used for the manufacture of organic coatings. An automatic
smoke detection system shall be installed for highly toxic gases, organic peroxides and
oxidizers in accordance with Chapters 38,41 and 42,respectively.
Section [F] 907.2.7 Group M. A manual fire alarm system shall be installed in Group M
occupancies having an occupant load of 100 or more persons or more than 50 persons above or
below the lowest level of exit discharge. The initiation of a signal from a manual fire alarm
box shall initiate alarm notification appliances as required by section 907.9.
Exception:
1. Covered mall buildings complying with Section 402.
2. Manual fire alarm boxes are not required where the building is equipped throughout
with an automatic sprinkler system and the alarm notification appliances will
automatically activate upon sprinkler water flow.
Section [F] 907.2.8.1 Manual fire alarm system. A manual fire alarm system and an
automatic fire detection system shall be installed in Group R-1 occupancies.
Exceptions:
1. A manual fire alarm system is not required in buildings not more than two stories in
height where all individual sleeping units and contiguous attic and crawl spaces are
separated from each other and public or common areas by at least 2-hour fire partitions
and each individual sleeping unit has an exit directly to a public way, exit court or yard.
2. Manual fire alarm boxes are not required throughout the building when the following
conditions are met:
2.1. The building is equipped throughout with an automatic sprinkler system installed
in accordance with Section 903.3.1.1 or 903.3.1.2;
2.2.The notification appliance will activate upon sprinkler water flow;and
2.3. At least one manual fire alarm box is installed at an approved location.
Section [F] 907.2.8.3 Smoke alarms. Smoke alarms shall be installed as required by Section
907.2.10. In buildings that are not equipped throughout with an automatic sprinkler system
installed in accordance with Section 903.3.1.1 or 903.3.1.2, the smoke alarms in sleeping units
Page 19 of 32
shall be connected to an emergency electrical system and shall be annunciated at sleeping units
by a constantly attended location from which the fire alarm system is capable of being
manually activated.
Section [F] 907.2.9 Group R-2. A fire alarm system shall be installed in Group R-2
occupancies where:
1. Any dwelling unit or sleeping unit is located more than one story above the lowest level
of exit discharge;
2. Any dwelling unit or sleeping unit is located more than one story below the highest level
of exit discharge of exits serving the dwelling unit;or
3. The building contains more than 8 dwelling units or sleeping units.
Exceptions:
1. A fire alarm system is not required in buildings not more than one story in height
where all dwelling units or sleeping units and contiguous attic and crawl spaces are
separated from each other and public or common areas by at least 2-hour fire
partitions and each dwelling unit or sleeping unit has an exit directly to a public
way, exit court or yard.
2. Manual fire alarm boxes are not required throughout the building when the
following conditions are met:
2.1. The building is equipped throughout with an automatic sprinkler system in
accordance with Section 903.3.1.1 or 903.3.1.2;and
2.2. The notification appliances will activate upon sprinkler flow.
3. A fire alarm system is not required in buildings that do not have interior corridors
serving dwelling units and are protected by an approved automatic sprinkler system
installed in accordance with Section 903.3.1.1 or Section 903.3.1.2, provided that
dwelling units either have a means of egress door opening directly to an exterior
exit access that leads directly to the exits or are served by open-ended corridors
designed in accordance with section 1023.6,Exception 4.
Section [F] 907.2.12 High-rise buildings. Buildings with a floor used for human occupancy
located more than 50 feet(15 240 mm)above the lowest level of fire department vehicle access
shall be provided with an automatic fire alarm system and an emergency voice/alarm
communication system in accordance with Section 907.2.12.2.
Exceptions:
1. Airport traffic control towers in accordance with Sections 412 and 907.2.22.
2. Open parking garages in accordance with Section 406.3.
3. Buildings with an occupancy in Group A-5.
4. Low-hazard special occupancies in accordance with Section 503.1.1.
5. Buildings with an occupancy in Group H-1, H-2 or H-3 in accordance with Section
415.
Section [F] 907.2.19 Underground buildings. Where the lowest level of a structure is more than
30 feet (9144 mm) below the lowest level of exit discharge, the structure shall be equipped
throughout with a manual fire alarm system, including an emergency voice/alarm communication
system installed in accordance with Section 907.2.12.2.
Section [F] 907.8.2 High-rise buildings. In buildings with a floor used for human occupancy
that is located more than 50 feet (15 240 mm) above the lowest level of fire department vehicle
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access, a separate zone by floor shall be provided for all of the following types of alarm-initiating
devices where provided:
1. Smoke detectors.
2. Sprinkler water-flow devices.
3. Manual fire alarm boxes.
4. Other approved types of automatic fire detection devices or suppression systems.
Section [F] 907.9.1 Visible alarms. Visible alarm notification appliances shall be provided in
accordance with Sections 907.9.1.1 through 907.9.1.4.
Exceptions:
1. Visible alarm notification appliances are not required in alterations, except where an
existing fire alarm system is upgraded or replaced, or a new fire alarm system is installed
or required by the code official do to a specific hazard.
2. Visible alarm notification appliances shall not be required in exits as defined in Section
1002.1.
Section [F] 907.9.1.1 Public and common areas. Visible and audible alarm notification
appliances shall be provided in public areas and common areas.
Section [F] 907.9.1.2 Employee work areas. Where employee work areas have audible alarm
coverage 50 percent shall be visible and audible notification appliances, and the notification
appliance circuits serving the employee work areas shall be initially designed with a minimum of
20 percent spare capacity to account for the potential of adding additional visible notification
appliances in the future to accommodate hearing impaired employees.
Section [F] 907.9.1.3
Table [F] 907.9.1.3
Visible and Audible Alarms
Number of Sleeping Sleeping Accommodations with
Units Visible and Audible Alarms
3 to 25 All up to 19
26to50 All upto30
51to75 43
76 to 100 55
l01 to l50 80
151 to 200 105
201 to 300 155
301 to 400 205
401 to 500 255
501 to 1,000 55 %of total
1,001 and over 505 plus 55 for each 100 over 1,000
Section [F] 907.10.1.4 Group R-2. In Group R-2 occupancies required by Section 907 to have a
fire alarm system, all dwelling units and sleeping units shall be provided with visible alarm
notification appliances and alarm notification appliances in accordance with ICC/ANSI Al 17.1.
Section [F] 907.9.2 Audible alarms. Audible alarm notification appliances shall be provided and
sound a distinctive sound that is not to be used for any purpose other than that of a fire alarm.
Page 21 of 32
The audible alarm notification appliances shall provide a sound pressure level of 15 decibels
(dBA)above the average ambient sound level or 5 dBA above the maximum sound level having a
duration of at least 60 seconds, whichever is greater, in every occupied space within the building.
The minimum sound pressure levels shall be: 70 dBA in occupancies in Groups R and I-1; 90
dBA in mechanical equipment rooms; and 60 dBA in other occupancies. The maximum sound
pressure level for audible alarm notification appliances shall be 120 dBA at the minimum hearing
distance from the audible appliance. Where the average ambient noise is greater than 105 dBA,
visible alarm notification appliances shall be provided in accordance with NFPA 72 and audible
alarm notification appliances may not be required. Audible alarm notification appliances shall be
visible and audible alarm notification appliances where required by the fire code official.
Exception: Visible alarm notification appliances shall be allowed in lieu of audible alarm
notification appliances in critical care areas of Group I-2 occupancies.
Section [F] 911.1 Features. Where required by other sections of this code, a fire command
center for fire department operations shall be provided. The location and accessibility of the fire
command center shall be approved by the fire department. The fire command center shall be
separated from the remainder of the building by not less than a 2-hour fire barrier constructed in
accordance with Section 706 or horizontal assembly constructed in accordance with Section 711,
or both. The room shall be a minimum of 96 square feet(9 m2)with a minimum dimension of 8
feet (2438 mm). A layout of the fire command center and all features required by the section to
be contained therein shall be submitted for approval prior to installation. The fire command
center shall comply with NFPA 72 and shall contain the following features:
1. The emergency voice/alarm communication system unit.
2. The fire department communications unit.
3. Fire detection and alarm system annunciator unit.
4. Annunciator unit visually indicating the location of the elevators and whether they are
operational.
5. Status indicators and controls for air-handling systems.
6. The fire-fighter's control panel required by Section 909.16 for smoke control systems
installed in the building.
7. Controls for unlocking stairway doors simultaneously.
8. Sprinkler valve and water-flow detector display panels.
9. Emergency and standby power status indicators.
10. A telephone for fire department use with controlled access to the public telephone system.
11. Fire pump status indicators.
12. Schematic building plans indicating the typical floor plan and detailing the building core,
means of egress, fire protection systems, fire-fighting equipment and 'fire department
access.
13. Worktable.
14. Generator supervision devices,manual start and transfer features.
15. Public address system,where specifically required by other sections of this code.
Section [F] 912.1 Installation. Fire department connections shall be installed in accordance with
the NFPA standard applicable to the system design and shall comply with.Sections 912.2 through
912.5. Where required fire department connections shall comply with Section 312 not to include
312.2.5 spacing to be approved by the fire code official.
Section [F] 912.2 Locations. With respect to hydrants, driveways, buildings and landscaping,
fire department connections shall be so located that fire apparatus and hose connected to supply
Page 22 of 32
the system will not obstructaccess to the buildings for other fire apparatus. No fire department
connection shall be located on an exterior wall; fire department connections shall not be placed
closer than the height of the exterior wall, unless approved by the fire code official. The location
of fire department connections shall be approved by the fire code official.
Section [F] 912.2.2 Existing buildings. On existing buildings, wherever the fire department
connection is not visible to approaching fire apparatus, the fire department connection shall be
indicated by an approved sign mounted on the street front or on the side of the building. Such
sign shall have the letters "FDC" at least 6 inches(152 mm)high and words in letters at least 2
inches (51 mm) high and an arrow to indicate the location. All such signs shall be subject to
the approval of the fire code official. Fire department connections shall comply with Section
912.3.1.
Section [F] 912.3 Access. Immediate access to fire department connections shall be maintained
at all times and without obstruction by fences, bushes, trees, walls or any other object for a
minimum of 3 feet (914 mm). The fire code official shall have the authority to require an
increase in the minimum access widths where they are inadequate for fire operations.
Section [F] 912.3.1 Locking fire department connection caps. The fire code official is
authorized to require locking caps on fire department connections for water-based fire
protection systems where the responding fire department carries appropriate key wrenches for
removal. The fire code official will require all fire department connections to be equipped with
locking caps. The type and brand shall be of one the fire department currently has a master key
for.
Section 1009.5.3 Enclosures under stairways. The walls and soffits within enclosed usable
spaces under enclosed and unenclosed stairways shall be protected by 1-hour fire-resistance-rated
construction or the fire-resistance rating of the stairway enclosure, whichever is greater. Access
to the enclosed space shall not be directly from within the stair enclosure.
Exception: Spaces under stairways serving and contained within a single residential dwelling
unit in Group R-2 or R-3 shall be permitted to be protected on the enclosed side with 3's-inch
(15.9 mm)gypsum board.
There shall be no enclosed usable space under exterior exit stairways unless the space is
completely enclosed in 1-hour fire-resistance-rated construction. The open space under exterior
stairways shall not be used for any purpose.
Section 1009.11.1 Roof access. Where a stairway is provided to a roof, access to the roof shall
be provided through a penthouse complying with Section 1509.2.
Exception: In buildings without an occupied roof, access to the roof shall be permitted to be a
roof hatch or trap door not less than 16 square feet (1.5 m2) in area and having a minimum
dimension of 36 inches(914 mm).
Section 1014.4.1 Aisles in Groups B and M. In Group B and M occupancies, the minimum
clear aisle width shall be determined by Section 1005.1 for the occupant load served, but shall not
be less than 44 inches(1118 mm).
Exception: Nonpublic aisles serving less than 50 people and not required to be accessible by
Chapter 11 need not exceed 36 inches(914 mm)in width.
Page 23 of 32
Section 1022.2 Separation. The separation between buildings or refuge areas connected by a
horizontal exit shall be provided by a fire wall complying with Section 705 or with building
official approval fire barrier complying with Section 706 and having a fire-resistance rating of not
less than 2 hours. Opening protectives in horizontal exit walls shall also comply with Section
715. The horizontal exit separation shall extend vertically through all levels of the building
unless floor assemblies have a fire-resistence rating of not less than 2 hours with no unprotected
openings.
Exception: A fire-resistance rating is not required at horizontal exits between a building area
and an above-grade pedestrian walkway constructed in accordance with Section 3104, provided
that the distance between connected buildings is more than 20 feet(6096 mm).
Horizontal exit walls constructed as fire bathers shall be continuous from exterior wall to
exterior wall so as to divide completely the floor served by the horizontal exit.
Section 1025.1 GeneraL Occupancies in Group A which contain seats, tables, displays,
equipment or other material shall comply with this section. The code official is authorized to
increase the minimum width of means of egress for assembly.
Section 1106.1 Required. Where parking is provided, accessible parking spaces shall be
provided in compliance with Table 1106.1, except as required by Sections 1106.2 through 1106.4.
The code official is authorized to increase the minimum accessible parking spaces. Where more
than one parking facility is provided on a site, the number of parking spaces required to be
accessible shall be calculated separately for each parking facility.
Exception: This section does not apply to parking spaces used exclusively for buses, trucks,
other delivery vehicles, law enforcement vehicles or vehicular impound and motor pools where
lots accessed by the public are provided with an accessible passenger loading zone.
Section 1106.1
Table 1106.1
Accessible Parking Spaces
Total Parking Required Minimum Number
Spaces Provided of Parking Spaces
1to25 2
26 to 50 2
51to75 3
76 to 100 4
101 to 150 5
151 to 200 9
201 to 300 10
301 to 400 11
401 to 500 13
501 to 1,000 2.5 %of total
1,001 and over 25,plus one for each 100,
or fraction thereof, over 1,000
Page 24 of 32
Section 1107.6.1.1
Table 1107.6.1.1
Accessible Dwelling and Sleeping Units
Total Number Minimum Required Number of Accessible Total Number of
of Units Provided Units Associated with Roll-IN Showers Required Accessible Units
1 to 25 1 1
26 to 50 1 2
51 to 75 1 4
76 to 100 1 5
101to150 2 7
151 to 200 2 8
201 to 300 3 10
301 to 400 4 12
401 to 500 4 13
501 to 1,000 1 %of total 3 %of total
Over 1,001 10,plus 1 for each 100, 30,plus 2 for each 100,
or fraction thereof, over 1,000 or fraction thereof, over 1,000
NOTE:The code official is authorized to increase the minimum accessible dwelling and sleeping units.
Section 1108.2.2.1 General seating. Wheelchair spaces shall be provided in accordance with
Table 1108.2.2.1. The code official is authorized to increase the minimum accessible wheelchair
spaces.
Section 1108.2.2.1
Table 1108.2.2.1
Accessible Wheelchair Spaces
Capacity of Seating Minimum Required Number
in Assembly Areas of Wheelchair Spaces
4to25 2
26 to 50 3
51 to 100 5
101 to 300 6
301 to 500 7
501 to 5,000 7,plus 1 for each 150,or fraction
thereof between 501 through 5,000
5,001 and over 36,plus 1 for each 200, or
fraction thereof, over 5,000
Section 1108.2.6.1
Table 1108.2.6.1
Receivers for Assistive Listening Systems
Capacity of Seating Minimum Required Minimum Number or Receivers
in Assembly Areas Number of Receivers to be Hearing-Aid Compatible
50 or less 2 2
51 to 200 3,plus 1 per 25 seats over 50 seats* 3
201 to 500 3,plus 1 per 25 seats over 50 seats* 1 per 4 receivers*
501 to 1,000 20,plus 1 per 33 seats over 500 seats* 1 per 4 receivers*
1,001 to 2,000 35,plus 1 per 50 seats over 1,000 seats* 1 per 4 receivers*
Over 2,000 55,plus 1 per 100 seats over 2,000 seats* 1 per 4 receivers*
NOTE:*=or fraction thereof
Page 25 of 32
Section 1203.2 Attic spaces. Enclosed attics and enclosed rafter spaces formed where ceilings
are applied directly to the underside of roof framing members shall have cross ventilation for
each separate space by ventilating openings protected against the entrance of rain and snow.
Blocking and bridging shall be arranged so as not to interfere with the movement of air. A
minimum of 1 inch (25 mm) of airspace shall be provided between the insulation and the roof
sheathing. The net free ventilating area shall not be less than 1/150 of the area of the space
ventilated, with 50 percent of the required ventilating area provided by ventilators located in the
upper portion of the space to be ventilated at least 3 feet (914 mm) above eave or cornice vents
with the balance of the required ventilation provided by eave or cornice vents.
Exception: The minimum required net free ventilating area shall be 1/200 of the area of the
space ventilated, provided a vapor retarder having a transmission rate not exceeding 1 perm in
accordance with ASTM E 96 is installed on the warm side of the attic insulation and provided
50 percent of the required ventilating area provided by ventilators located in the upper portion
of the space to be ventilated at least 3 feet (914 mm) above eave or cornice vents, with the
balance of the required ventilation provided by eave or cornice vents.
Section 1209.2 Attic spaces. An opening not less than 20 inches by 30 inches (559 mm by 762
mm) shall be provided to any attic area having a clear height of over 30 inches(762 mm). A 30-
inch (762 mm) minimum clear headroom in the attic space shall be provided at or above the
access opening. An even floor surface shall be provided below the attic access opening.
Section 1612.3 Establishment of flood hazard areas. To establish flood hazard areas, the
governing body shall adopt a flood hazard map and supporting data. The flood hazard map shall
include, at a minimum, areas of special flood hazard as identified by the Federal Emergency
Management Agency in an engineering report entitled "The Flood Insurance Study for Cibolo,"
as adopted, as amended or revised with the accompanying Flood Insurance Rate Map (FIRM)and
Flood Boundary and Floodway Map (FBFM) and related supporting data along with any
revisions thereto. The adopted flood hazard map and supporting data are hereby adopted by
reference and declared to be part of this section.
Section 2113.20 Chimney fireblocking. All spaces between chimneys and floors and ceilings
through which chimneys pass shall be fireblocked with noncombustible material securely
fastened in place to prevent the free passage of flame and products of combustion. The
fireblocking of spaces between wood joists, beams or headers shall be to a depth of 2 inch (51
mm) and shall only be placed on strips of metal or metal lath laid across the spaces between
combustible material and the chimney.
Section 2304.3.1 Bottom plates. Studs shall have full bearing on a 2-inch-thick (actual 11/2-
inch, 38 mm) or larger plate or sill having a width at least equal to the width of the studs and the
bottom plate shall be fully supported.
Section 2308.9.10 Cutting and notching. In exterior walls and bearing partitions, any wood stud
is permitted to be cut or notched to a depth not exceeding 25 percent of its width any notch or cut
exceeding the maximum percent allowed shall require full stud replacement. Cutting or notching
of studs to a depth not greater than 40 percent of the width of the stud is permitted in nonbearing
partitions supporting no loads other than the weight of the partition, any notch or cut exceeding
the maximum percent allowed shall require full stud replacement or with approval of the code
official be repaired.
Page 26 of 32
Section 2308.9.11 Bored holes. A hole not greater in diameter than 40 percent of the stud width
is permitted to be bored in any wood stud. Bored holes not greater than 60 percent of the width
of the stud are permitted in nonbearing partitions or in any wall where each bored stud is doubled,
provided not more than two such successive doubled studs are so bored. Any bored or drilled
hole exceeding the maximum percent allowed shall require full stud replacement.
In no case shall the edge of the bored hole be nearer than 5/8 inch(15.9 mm)to the edge of the
stud.
Bored holes shall not be located at the same section of stud as a cut or notch.
Section 2406.3 Hazardous locations. The following shall be considered specific hazardous
locations requiring safety glazing materials:
1. Glazing in swinging doors except jalousies(see Section 2406.3.1).
2. Glazing in fixed and sliding panels of sliding door assemblies and panels in sliding and
bifold closet door assemblies.
3. Glazing in storm doors.
4. Glazing in unframed swinging doors.
5. Glazing in doors and enclosures for hot tubs, whirlpools, saunas, steam rooms,bathtubs and
showers. Glazing in any portion of a building wall enclosing these compartments where
the bottom exposed edge of the glazing is less than 60 inches (1524 mm) above a standing
surface.
6. Glazing in an individual fixed or operable panel adjacent to a door where the nearest
exposed edge or vertical edge as measured from outside edge of the frame of the glazing is
within a 24-inch (610 mm) arc of either vertical edge of the door in a closed or open
position and where the bottom exposed edge of the glazing is less than 60 inches (1524
mm)above the walking surface.
Exceptions:
1. Panels where there is an intervening wall or other permanent barrier between the
door and glazing.
2. Where access through the door is to a closet or storage area 2 feet(610 mm)or less
in depth. Glazing in this application shall comply with Section 2406.3,Item 7.
3. Glazing in walls perpendicular to the plane of the door in a closed position, other
than the wall towards which the door swings when opened, in one-and two-family
dwellings or within dwelling units in Group R-2.
7. Glazing in an individual fixed or operable panel, other than in those locations described in
preceding Items 5 and 6, which meets all of the following conditions unless required
elsewhere:
7.1. Exposed area of an individual pane greater than 5 square feet(0.46 m2);
7.2. Exposed bottom edge of the window assembly less than 18 inches (457 mm) above
the floor;
7.3. Exposed top edge of the window assembly greater than 36 inches (914 mm) above
the floor;and
7.4. One or more walking surface(s)within 36 inches(914 mm)horizontally of the plane
of the glazing.
Exception: Safety glazing for Item 7 is not required for the following installations:
1. A protective bar 1'/2 inches (38 mm) or more in diameter, capable of
withstanding a horizontal load of 50 pounds plf (730 N/m) without
contacting the glass, is installed on the accessible sides of the glazing 34
inches to 38 inches(864 mm to 965 mm)above the floor.
Page 27 of 32
2. The outboard pane in insulating glass units or multiple glazing where the
bottom exposed edge of the glass is 25 feet (7620 mm) or more above any
grade, roof, walking surface or other horizontal or sloped(within 45 degrees
of horizontal)(0.78 rad)surface adjacent to the glass exterior.
8. Glazing in guards and railings, including structural baluster panels and nonstructural in-fill
panels,regardless of area or height above a walking surface.
9. Glazing in walls and fences enclosing indoor and outdoor swimming pools, hot tubs and
spas where all of the following conditions are present:
9.1. The bottom edge of the glazing on the pool or spa side is less than 60 inches (1524
mm)above a walking surface on the pool or spa side of the glazing; and
9.2. The glazing is within 60 inches (1524 mm) horizontally of the water's edge of a
swimming pool or spa.
10. Glazing adjacent to stairways, landings and ramps within 36 inches (914 mm)
horizontally of a walking surface; when the exposed surface of the glass is less than 60
inches(1524 mm)above the plane of the adjacent walking surface.
11. Glazing adjacent to stairways within 60 inches (1524 mm) horizontally of the bottom
tread of a stairway in any direction when the exposed surface of the glass is less than 60
inches(1524 mm)above the nose of the tread.
Exception: Safety glazing for Item 10 or 11 is not required for the following
installations where:
1. The side of a stairway, landing or ramp which has a guardrail or handrail,
including balusters or in-fill panels, complying with the provisions of Sections
1013 and 1607.7;and
2. The plane of the glass is greater than 18 inches(457 mm)from the railing.
Section 3002.6 Prohibited doors. Doors, other than hoistway doors and the elevator car door,
shall be prohibited at the point of access to an elevator car unless such doors are readily openable
from the car side without a key,tool, special knowledge or effort.
Section 3107.1 General. Signs shall be designed, constructed and maintained in accordance with
this code and ordinances adopted by the City of Cibolo regulating signs. Where conflicts arise
between codes the more stringent shall govern.
Section 3308.1.1 Obstructions. Construction materials and equipment shall not be placed or
stored so as to obstruct any street, alley, public right-of-way, access to fire hydrants, standpipes,
fire or police alarm boxes, catch basins or manholes, nor shall such material or equipment be
located within 20 feet (6096 mm) of a street intersection, or placed so as to obstruct normal
observations of traffic signals or obstruct the view of traffic or to hinder the use of public transit
loading platforms.
Section 3311.1 Where required. Buildings three stories or more in height shall be provided with
not less than one standpipe for use during construction. Such standpipes shall be installed where
the progress of construction is more than 25 feet (7620 mm) in height above the lowest level of
fire department access. Such standpipe shall be provided with fire department hose connections
at accessible locations adjacent to usable stairs. Such standpipes shall be extended as
construction progresses to within one floor of the highest point of construction having secured
decking or flooring.
Section 3410.2 Applicability. Structures existing prior to the effective date of the adopted
ordinance, in which there is work involving additions, alterations or changes of occupancy shall
be made to conform to the requirements of this section or the provisions of Sections 3403 through
Page 28 of 32
3407. The provisions in Sections 3410.2.1 through 3410.2.5 shall apply to existing occupancies
that will continue to be, or are proposed to be, in Groups A, B, E, F, M, R, S and U. These
provisions shall not apply to buildings with occupancies in Group H or I.
Section 3410.6.3 Compartmentation. Evaluate the compartments created by fire walls or fire
bathers or horizontal assemblies which comply with Sections 3410.6.3.1 and 3410.6.3.2 and
which are exclusive of the wall elements considered under Sections 3410.6.4 and 3410.6.5.
Conforming compartments shall be figured as the net area and do not include shafts, chases,
stairways, walls or columns. Using Table 3410.6.3, determine the appropriate compartmentation
value (CV) and enter that value into Table 3410.7 under Safety Parameter 3410.6.3,
Compartmentation,for fire safety,means of egress and general safety.
Section 3410.6.3.1 Wall construction. A wall used to create separate compartments shall be a
fire wall conforming to Section 705 with a fire-resistance rating of not less than 2 hours or with
building official approval a fire barrier conforming to Section 706 with a fire-resistance rating of
not less than 2 hours. Where the building is not divided into more than one compartment, the
compartment size shall be taken as the total floor area on all floors. Where there is more than one
compartment within a story, each compartmented area on such story shall be provided with a
horizontal exit conforming to Section 1022. The fire door serving as the horizontal exit between
compartments shall be so installed, fitted and gasketed that such fire door will provide a
substantial bather to the passage of smoke.
Section E104.3.1
Table E104.3.1
Dwelling or Sleeping Units with Accessible Communication Features
Total Number of Dwelling or Minimum Required Number of Dwelling or Sleeping
Sleeping Units Provided Units with Accessible Communication Features
1 1
2to25 3
26 to 50 5
51 to 75 9
76 to 100 10
101 to 150 13
151 to 200 15
201 to 300 18
301 to 400 21
401 to 500 24
501 to 1,000 5 %of total
1,001 and over 50,plus 5 for each 100 over 1,000
Section E106.2
Table E106.2
Wheelchair-Accessible Telephones
Number of Telephones Required Minimum Required Number of
On a Floor,Level or Exterior Site Wheelchair-Accessible Telephones
1 or more single unit 1 per floor,level and exterior site
1 bank 2 per floor,level and exterior site
2 or more banks 2 per bank
Page 29 of 32
Section F101.1 General. Buildings or structures and the walls enclosing habitable or occupiable
rooms and spaces in which persons live, sleep or work, including interior and exterior walls,
closets,utility rooms, or in which feed, food or foodstuffs are stored, prepared,processed, served
or sold, shall be constructed in accordance with the provisions of this section.
Section F101.3 Foundation and exterior wall sealing. Annular spaces around pipes, electric
cables, conduits, or other openings in the walls shall be protected against the passage of rodents
by closing such openings with cement mortar, concrete masonry or noncorrosive metal and shall
be sealed against the weather.
Section F101.5.1 Rodent-accessible openings. Windows and other openings for the purpose of
light and ventilation in the exterior walls not covered in this chapter, accessible to rodents by way
of exposed pipes, wires, conduits and other appurtenances, shall be covered with wire cloth of at
least 0.035 inch (0.89 mm) wire. In lieu of wire cloth covering, said pipes, wires, conduits and
other appurtenances shall be blocked from rodent usage by installing solid sheet metal guards
0.024 inch (0.61 mm) thick or heavier. Guards shall be fitted around pipes, wires, conduits or
other appurtenances. In addition, they shall be fastened securely to and shall extend
perpendicularly from the exterior wall for a minimum distance of 12 inches (305 mm) beyond
and on either side of pipes, wires, conduits or appurtenances and shall be sealed against the
weather at the point of penetration.
Section G102.2 Establishment of flood hazard areas. Flood hazard areas are established in
Section 1612.3 of the International Building Code, as adopted by the governing body.
Section G501.1 Elevation. All new and replacement manufactured homes to be placed or
substantially improved in a flood hazard area shall be elevated such that the lowest floor of the
manufactured home is elevated to or above the design flood elevation.
Section 11101.1 General. A sign shall not be erected in a manner that would confuse or obstruct
the view of or interfere with exit signs required by Chapter 10 or with official traffic signs,
signals or devices or be in conflict with ordinances adopted by the City of Cibolo regulating
signs. Signs and sign support structures, together with their supports, braces, guys and anchors,
shall be kept in repair and in proper state of preservation. The display surfaces of signs shall be
kept neatly painted or posted at all times. Where conflicts arise between codes the more stringent
shall govern.
Section 11101.2 Signs exempt from permits. The following signs are exempt from the
requirements to obtain a permit before erection unless otherwise required by ordinances adopted
by the City of Cibolo regulating signs:
1. Temporary signs announcing the sale or rent of property.
2. Signs erected by transportation authorities.
3. The changing of moveable parts of an approved sign that is designed for such changes, or
the repainting or repositioning of display matter shall not be deemed an alteration.
Section K101.1 Title. These regulations shall be known as the Electrical Code Administrative
Provisions of Cibolo and shall be cited as such and will be referred to herein as"this code."
Section K102.1 General. The provisions of this code shall apply to all matters affecting or
relating to structures and premises, as set forth in Section 101 unless otherwise required by
ordinances adopted by the City of Cibolo. Where conflicts arise between codes the more
stringent shall govern.
Page 30 of 32
Section K.201.3 Terms defined in other codes. Where terms are not defined in this code and are
defined in the International Building Code, International Energy Conservation Code,
International Fire Code, International Fuel Gas Code, International Mechanical Code,
International Plumbing Code, International Private Sewage Disposal Code, International
Property Maintenance Code, International Residential Code, International Zoning Code, NFPA
70, or codes and ordinances adopted by the City of Cibolo, such terms shall have meanings
ascribed to them as in those codes.
Section K404.2 Schedule of permit fees. A fee for each permit shall be paid as required, in
accordance with the schedule as established by the applicable governing authority. The fees for
electrical work shall be as indicated in the following schedule.
Fee Schedule: See City Fee Schedule.
Section K1101.1 Board of appeals established. In order to hear and decide appeals of orders,
decisions or determinations made by the code official relative to the application and interpretation
of this code, there shall be and is hereby created a board of appeals. The City Council may act as
the board of appeals, or the board of appeals shall be appointed by the governing body and shall
hold office at its pleasure. The board shall adopt rules of procedure for conducting its business,
and shall render all decisions and findings in writing to the appellant with a duplicate copy to the
code official.
Section 3. That all references to the ICC Electrical Code read as follows: ICC Electrical Code or NFPA
70 as adopted by the City of Cibolo. Where conflicts arise between codes the more stringent shall govern.
That all references to the standards of the National Fire Protection Association shall be the most recent
additions on file in the office of the Fire Marshal.
Section 4. That all pressure gauges installed or used for testing shall have the working range in the
middle third of the gauges minimum and maximum pressure ends.
Section 5. That all piping, ducting and similar penetrations through walls, floors and ceilings shall be
sealed to prevent entry of rodents and insects.
Section 6. That all water service and supply lines crossing under sidewalks or driveways shall be
enclosed within a sleeve two pipe sizes greater than the pipe passing through, so as to allow removal and
replacement, and shall be at a minimum depth of 12 inches(305 mm)below finish grade unless otherwise
required by the code official.
Section 7. The use of streets, alleys and public property for the storage or handling of materials or of
equipment required for construction or demolition, and the protection provided to the public shall comply
with the provisions of the authority having jurisdiction and this section.
Construction materials and or equipment shall not be placed or stored so as to obstruct any street, alley,
public right-of-way, access to fire hydrants, standpipes, fire or police alarm boxes, catch basins or
manholes, nor shall such material or equipment be located within 20 feet(6.1 m) of a street intersection,
or placed so as to obstruct normal observations of traffic signals or obstruct the view of traffic.
Construction materials, trash, garbage, rubbish, and debris shall be secured or contained in approved
covered containers so as to prevent such items from leaving the property, lot or construction site.
Uncovered containers may be approved in writing at the discretion of the code official. Construction sites
shall be kept neat, clean and orderly and free of hazards.
Page 31 of 32