Final Text
Part I
Construction
13VAC5-63-10. Chapter 1 Administration; Section 101 General.
A. Section 101.1 Short title. The Virginia Uniform Statewide Building Code, Part I, Construction, may be cited as the Virginia Construction Code or as the VCC. The term "USBC" shall mean the VCC unless the context in which the term is used clearly indicates it to be an abbreviation for the entire Virginia Uniform Statewide Building Code or for a different part of the Virginia Uniform Statewide Building Code.
Note: This code is also known as the 2012 2015
edition of the USBC due to the use of the 2012 2015 editions of
the model codes.
B. Section 101.2 Incorporation by reference. Chapters 2 - 35
of the 2012 2015 International Building Code, published by the
International Code Council, Inc., are adopted and incorporated by reference to
be an enforceable part of the USBC. The term "IBC" means the 2012
2015 International Building Code, published by the International Code
Council, Inc. Any codes and standards referenced in the IBC are also considered
to be part of the incorporation by reference, except that such codes and
standards are used only to the prescribed extent of each such reference. In
addition, any provisions of the appendices of the IBC specifically identified
to be part of the USBC are also considered to be part of the incorporation by
reference.
Note 1: The IBC references other International Codes and standards including the following major codes:
2012 2015 International Plumbing Code (IPC)
2012 2015 International Mechanical Code (IMC)
2011 2014 NFPA 70
2012 2015 International Fuel Gas Code (IFGC)
2012 2015 International Energy Conservation Code
(IECC)
2012 2015 International Residential Code (IRC)
Note 2: The IRC is applicable to the construction of detached one-family and two-family dwellings and townhouses as set out in Section 310.
C. Section 101.3 Numbering system. A dual numbering system is used in the USBC to correlate the numbering system of the Virginia Administrative Code with the numbering system of the IBC. IBC numbering system designations are provided in the catchlines of the Virginia Administrative Code sections. Cross references between sections or chapters of the USBC use only the IBC numbering system designations. The term "chapter" is used in the context of the numbering system of the IBC and may mean a chapter in the USBC, a chapter in the IBC or a chapter in a referenced code or standard, depending on the context of the use of the term. The term "chapter" is not used to designate a chapter of the Virginia Administrative Code, unless clearly indicated.
D. Section 101.4 Arrangement of code provisions. The USBC is comprised of the combination of (i) the provisions of Chapter 1, Administration, which are established herein, (ii) Chapters 2 - 35 of the IBC, which are incorporated by reference in Section 101.2, and (iii) the changes to the text of the incorporated chapters of the IBC that are specifically identified. The terminology "changes to the text of the incorporated chapters of the IBC that are specifically identified" shall also be referred to as the "state amendments to the IBC." Such state amendments to the IBC are set out using corresponding chapter and section numbers of the IBC numbering system. In addition, since Chapter 1 of the IBC is not incorporated as part of the USBC, any reference to a provision of Chapter 1 of the IBC in the provisions of Chapters 2 - 35 of the IBC is generally invalid. However, where the purpose of such a reference would clearly correspond to a provision of Chapter 1 established herein, then the reference may be construed to be a valid reference to such corresponding Chapter 1 provision.
E. Section 101.5 Use of terminology and notes. The provisions of this code shall be used as follows:
1. The term "this code," or "the code," where used in the provisions of Chapter 1, in Chapters 2 - 35 of the IBC or in the state amendments to the IBC means the USBC, unless the context clearly indicates otherwise.
2. The term "this code" or "the code" where used in a code or standard referenced in the IBC means that code or standard, unless the context clearly indicates otherwise.
3. The use of notes in Chapter 1 is to provide information only and shall not be construed as changing the meaning of any code provision.
4. Notes in the IBC, in the codes and standards referenced in the IBC and in the state amendments to the IBC may modify the content of a related provision and shall be considered to be a valid part of the provision, unless the context clearly indicates otherwise.
F. Section 101.6 Order of precedence. The provisions of this code shall be used as follows:
1. The provisions of Chapter 1 of this code supersede any provisions of Chapters 2 - 35 of the IBC that address the same subject matter and impose differing requirements.
2. The provisions of Chapter 1 of this code supersede any provisions of the codes and standards referenced in the IBC that address the same subject matter and impose differing requirements.
3. The state amendments to the IBC supersede any provisions of Chapters 2 - 35 of the IBC that address the same subject matter and impose differing requirements.
4. The state amendments to the IBC supersede any provisions of the codes and standards referenced in the IBC that address the same subject matter and impose differing requirements.
5. The provisions of Chapters 2 - 35 of the IBC supersede any provisions of the codes and standards referenced in the IBC that address the same subject matter and impose differing requirements.
G. Section 101.7 Administrative provisions. The provisions of Chapter 1 establish administrative requirements, which include but are not limited to provisions relating to the scope of the code, enforcement, fees, permits, inspections and disputes. Any provisions of Chapters 2 - 35 of the IBC or any provisions of the codes and standards referenced in the IBC that address the same subject matter and impose differing requirements are deleted and replaced by the provisions of Chapter 1. Further, any administrative requirements contained in the state amendments to the IBC shall be given the same precedence as the provisions of Chapter 1. Notwithstanding the above, where administrative requirements of Chapters 2 - 35 of the IBC or of the codes and standards referenced in the IBC are specifically identified as valid administrative requirements in Chapter 1 of this code or in the state amendments to the IBC, then such requirements are not deleted and replaced.
Note: The purpose of this provision is to eliminate overlap, conflicts and duplication by providing a single standard for administrative, procedural and enforcement requirements of this code.
H. Section 101.8 Definitions. The definitions of terms used in this code are contained in Chapter 2 along with specific provisions addressing the use of definitions. Terms may be defined in other chapters or provisions of the code and such definitions are also valid.
Note: The order of precedence outlined in Section 101.6 may be determinative in establishing how to apply the definitions in the IBC and in the referenced codes and standards.
13VAC5-63-20. Section 102 Purpose and scope.
A. Section 102.1 Purpose. In accordance with § 36-99 of the Code of Virginia, the purpose of the USBC is to protect the health, safety and welfare of the residents of the Commonwealth of Virginia, provided that buildings and structures should be permitted to be constructed at the least possible cost consistent with recognized standards of health, safety, energy conservation and water conservation, including provisions necessary to prevent overcrowding, rodent or insect infestation, and garbage accumulation; and barrier-free provisions for the physically handicapped and aged.
B. Section 102.2 Scope. This section establishes the scope of
the USBC in accordance with § 36-98 of the Code of Virginia. The USBC
shall supersede the building codes and regulations of the counties,
municipalities and other political subdivisions and state agencies. This code
also shall supersede the provisions of local ordinances applicable to
single-family residential construction that (i) regulate dwelling foundations
or crawl spaces, (ii) require the use of specific building materials or
finishes in construction, or (iii) require minimum surface area or numbers of
windows; however, this code shall not supersede proffered conditions accepted
as a part of a rezoning application, conditions imposed upon the grant of
special exceptions, special or conditional use permits or variances, conditions
imposed upon a clustering of single-family homes and preservation of open space
development through standards, conditions, and criteria established by a
locality pursuant to subdivision 8 of § 15.2-2242 of the Code of Virginia or subdivision
A 12 of § 15.2-2286 § 15.2-2286.1 of the Code of Virginia, or land
use requirements in airport or highway overlay districts, or historic districts
created pursuant to § 15.2-2306 of the Code of Virginia, or local flood plain
regulations adopted as a condition of participation in the National Flood
Insurance Program.
Note: Requirements relating to functional design are contained in Section 103.10 of this code.
C. Section 102.2.1 Invalidity of provisions. To the extent that any provisions of this code are in conflict with Chapter 6 (§ 36-97 et seq.) of Title 36 of the Code of Virginia or in conflict with the scope of the USBC, those provisions are considered to be invalid to the extent of such conflict.
D. Section 102.3 Exemptions. The following are exempt from this code:
1. Equipment [ , ] related [ and ]
wiring [ , and ] poles and towers [ supporting ]
the related [ structures ] used for providing
[ wired ] utility, [ telecommunications
communications ], information, [ or ] cable
television [ , broadcast or radio ] service in
accordance with all of the following conditions:
[ 1.1. The equipment, wiring ] installed
[ , and supporting structures are owned and controlled by a
provider of publicly regulated utility service or a franchised cable television
operator ] and electrical [ or its affiliates.
1.2. 1.1. ] The equipment and
related [ , and ] wiring used for radio,
broadcast or cable television, telecommunications or information service
transmission. The exemption shall apply only if under applicable federal and
state law the ownership and control of the equipment and wiring is by the
service provider or its affiliates. Such exempt equipment and wiring shall be
[ , and supporting structures ] are located on
either rights-of-way or property for which the service provider has rights of
occupancy and entry; however, the structures, including their service
equipment,.
[ 1.3. 1.2. ] Buildings
housing or supporting such exempt equipment and wiring shall be subject
to the USBC.
[ 1.4. 1.3. ] The installation
of equipment and [ , and ] wiring
[ , and supporting structures ] exempted by this
section shall not create an unsafe condition prohibited by the USBC.
2. [ Support structures owned or controlled by a provider of publicly regulated utility service or its affiliates for the transmission and distribution of electric service in accordance with all of the following conditions:
2.1. The support structures are located on either rights-of-way or property for which the service provider has rights of occupancy and entry.
2.2. The support structures exempted by this section shall not create an unsafe condition prohibited by the USBC.
3. Direct burial poles used to support equipment or wiring providing communications, information or cable television services. The poles exempted by this section shall not create an unsafe condition prohibited by the USBC.
4. ] Electrical equipment, transmission equipment, and related wiring used for wireless transmission of radio, broadcast, telecommunications, or information service in accordance with all of the following conditions:
[ 2.1. 4.1. ] Buildings
housing exempt equipment and wiring and structures supporting exempt equipment
and wiring shall be subject to the USBC.
[ 2.2. 4.2. ] The equipment
and wiring exempted by this section shall not create an unsafe condition
prohibited by the USBC.
2. [ 3. 5. ]
Manufacturing and, processing, and product handling
machines and equipment that do not produce or process hazardous
materials regulated by this code, including those portions of conveyor systems
used exclusively for the transport of associated materials or products, and
all of the following service equipment associated with the manufacturing or
processing machines.:
2.1. [ 3.1. 5.1. ]
Electrical equipment connected after the last disconnecting means.
2.2. [ 3.2. 5.2. ]
Plumbing piping and equipment connected after the last shutoff valve or
backflow device and before the equipment drain trap.
2.3. [ 3.3. 5.3. ] Gas
piping and equipment connected after the outlet shutoff valve.
Manufacturing and processing machines that produce or process hazardous materials regulated by this code are only required to comply with the code provisions regulating the hazardous materials.
3. [ 4. 6. ] Parking lots
and sidewalks that are not part of an accessible route.
4. [ 5. 7. ]
Nonmechanized playground or recreational equipment such as swing sets, sliding
boards, climbing bars, jungle gyms, skateboard ramps, and similar equipment
where no admission fee is charged for its use or for admittance to areas where the
equipment is located.
5. [ 6. 8. ]
Industrialized buildings subject to the Virginia Industrialized Building Safety
Regulations (13VAC5-91) and manufactured homes subject to the Virginia
Manufactured Home Safety Regulations (13VAC5-95); except as provided for in
Section 425 427 and in the case of demolition of such industrialized
buildings or manufactured homes.
6. [ 7. 9. ] Farm
buildings and structures, except for a building or a portion of a building
located on a farm that is operated as a restaurant as defined in § 35.1-1 of
the Code of Virginia and licensed as such by the Virginia Board of Health
pursuant to Chapter 2 (§ 35.1-11 et seq.) of Title 35.1 of the Code of
Virginia. However, farm buildings and structures lying within a flood plain or
in a mudslide-prone area shall be subject to flood-proofing regulations or
mudslide regulations, as applicable.
7. [ 8. 10. ] Federally
owned buildings and structures unless federal law specifically requires a
permit from the locality. Underground storage tank installations, modifications
and removals shall comply with this code in accordance with federal law.
8. [ 9. 11. ] Off-site
manufactured intermodal freight containers, moving containers, and storage containers
placed on site temporarily or permanently for use as a storage container.
9. [ 10. 12. ] Automotive
lifts.
13VAC5-63-30. Section 103 Application of code.
A. Section 103.1 General. In accordance with § 36-99 of the Code of Virginia, the USBC shall prescribe building regulations to be complied with in the construction and rehabilitation of buildings and structures, and the equipment therein.
B. [ Section 103.1.1 Virginia Existing Building Code. Part II of the Virginia Uniform Statewide Building Code, also known as the "Virginia Existing Building Code," or the "VEBC" is applicable to construction and rehabilitation activities in existing buildings and structures, as those terms are defined in the VEBC, except where specifically addressed in the VCC.
C. ] Section 103.2 When applicable to new construction.
Construction for which a permit application is submitted to the local building
department on or after the effective date of the 2012 2015
edition of the code shall comply with the provisions of this code, except for
permit applications submitted during a one-year period beginning on the
effective date of the 2012 2015 edition of the code. The
applicant for a permit during such one-year period shall be permitted to choose
whether to comply with the provisions of this code or the provisions of the edition
of the code in effect immediately prior to the 2012 2015 edition.
This provision shall also apply to subsequent amendments to this code based on
the effective date of such amendments. In addition, when a permit has been
properly issued under a previous edition of this code, this code shall not
require changes to the approved construction documents, design or construction
of such a building or structure, provided the permit has not been suspended or
revoked.
[ C. Section 103.3 Change of occupancy. No change of
occupancy shall be made in any structure when the current USBC requires a
greater degree of accessibility, structural strength, fire protection, means of
egress, ventilation or sanitation. When such a greater degree is required, the
owner or the owner's agent shall comply with the following:
1. When involving Group I-2 or I-3, written application
shall be made to the local building department for a new certificate of
occupancy and the new certificate of occupancy shall be obtained prior to the new
use of the structure. When impractical to achieve compliance with this code for
the new occupancy classification, the building official shall consider
modifications upon application and as provided for in Section 106.3. In
addition, the applicable accessibility provisions of Section 1012.8 of Part II
of the Virginia Uniform Statewide Building Code, also known as the
"Virginia ] Rehabilitation [ Existing Building
Code," or the ] "VRC" [ "VEBC"
shall be met.
Exception: This section shall not be construed to permit
noncompliance with any applicable flood load or flood-resistant construction
requirements of this code.
2. In other than Group I-2 or I-3, the provisions of the ]
VRC [ VEBC for change of occupancy shall be met.
D. Section 103.3.1 Group B teaching and research
laboratories. Where the use of new or different hazardous materials or a change
in the amount of hazardous materials in existing Group B teaching and research
laboratories in educational occupancies above the 12th grade would constitute a
change of occupancy, Section 302.6 of the VEBC shall be permitted to be used as
an acceptable alternative to compliance with change of occupancy requirements
to permit the increased amounts of hazardous materials stipulated without the
laboratories being classified as Group H.
E. Section 103.4 Additions. Additions to buildings
and structures shall comply with the requirements of this code for new
construction or shall comply with the ] VRC [ VEBC.
An existing building or structure plus additions shall comply with the height
and area provisions of Chapter 5 and the applicable provisions of Chapter 9.
Further, this code shall not require changes to the design or construction of
any portions of the building or structure not altered or affected by an
addition, unless the addition has the effect of lowering the current level of
safety.
Exceptions:
1. This section shall not be construed to permit
noncompliance with any applicable flood load or flood-resistant construction
requirements of this code.
2. When this code is used for compliance, existing
structural elements carrying gravity loads shall be permitted to comply with
Section 1103 of the ] International Existing Building Code
[ VEBC. ]
E. [ F. Section 103.5 Reconstruction,
alteration or repair in Group R-5 occupancies. The following criteria is
applicable to reconstruction, alteration or repair of Group R-5 buildings or
structures:
1. Any reconstruction, alteration or repair shall not
adversely affect the performance of the building or structure, or cause the
building or structure to become unsafe or lower existing levels of health and
safety.
2. Parts of the building or structure not being
reconstructed, altered or repaired shall not be required to comply with the
requirements of this code applicable to newly constructed buildings or
structures.
3. The installation of material or equipment, or both, that
is neither required nor prohibited shall only be required to comply with the
provisions of this code relating to the safe installation of such material or
equipment.
4. Material or equipment, or both, may be replaced in the
same location with material or equipment of a similar kind or capacity.
Exceptions:
1. This section shall not be construed to permit
noncompliance with any applicable flood load or flood-resistant construction
requirements of this code.
2. Reconstructed decks, balconies, porches and similar
structures located 30 inches (762 mm) or more above grade shall meet the
current code provisions for structural loading capacity, connections and
structural attachment. This requirement excludes the configuration and height
of handrails and guardrails.
3. Compliance with the ] VRC [ VEBC
shall be an acceptable alternative to compliance with this section at the
discretion of the owner or owner's agent. ]
F. [ G. Section 103.5.1 Equipment
changes. Upon the replacement or new installation of any fuel-burning
appliances or equipment in existing Group R-5 occupancies, an inspection or
inspections shall be conducted to ensure that the connected vent or chimney
systems comply with the following:
1. Vent or chimney systems are sized in accordance with the
IRC.
2. Vent or chimney systems are clean, free of any
obstruction or blockages, defects, or deterioration, and are in operable
condition. Where not inspected by the local building department, persons
performing such changes or installations shall certify to the building official
that the requirements of Items 1 and 2 of this section are met. ]
G. [ H. Section 103.6 Reconstruction,
alteration, and repair in other occupancies. Reconstruction, alteration, and
repair in occupancies other than Group R-5 shall comply with the ] VRC
[ VEBC. ]
H. [ I. Section 103.7 Retrofit
requirements. The local building department shall enforce the provisions of Section
1701 of the ] VRC, which require certain existing buildings to be
retrofitted with fire protection systems and other safety equipment.
Retroactive fire protection system requirements contained in the International
Fire Code (IFC) shall not be applicable unless required for compliance with the
provisions of Section 1701 of the VRC [ VEBC. ]
I. [ J. D. ] Section
[ 103.8 103.3 ] Nonrequired equipment. The following
criteria for nonrequired equipment is in accordance with § 36-103 of the Code
of Virginia. Building owners may elect to install partial or full fire alarms
or other safety equipment that was not required by the edition of the USBC in
effect at the time a building was constructed without meeting current
requirements of the code, provided the installation does not create a hazardous
condition. Permits for installation shall be obtained in accordance with this
code. In addition, as a requirement of this code, when such nonrequired
equipment is to be installed, the building official shall notify the
appropriate fire official or fire chief.
J. [ K. E. ] Section
[ 103.8.1 103.3.1 ] Reduction in function or
discontinuance of nonrequired fire protection systems. When a nonrequired fire
protection system is to be reduced in function or discontinued, it shall be
done in such a manner so as not to create a false sense of protection.
Generally, in such cases, any features visible from interior areas shall be
removed, such as sprinkler heads, smoke detectors or alarm panels or devices,
but any wiring or piping hidden within the construction of the building may
remain. Approval of the proposed method of reduction or discontinuance shall be
obtained from the building official.
K. [ L. F. ] Section
[ 103.9 103.4 ] Use of certain provisions of referenced
codes. The following provisions of the IBC and of other indicated codes or
standards are to be considered valid provisions of this code. Where any such
provisions have been modified by the state amendments to the IBC, then the
modified provisions apply.
1. Special inspection requirements in Chapters 2 - 35.
2. Testing requirements and requirements for the submittal of construction documents in any of the ICC codes referenced in Chapter 35 and in the IRC.
3. Section R301.2 of the IRC authorizing localities to determine climatic and geographic design criteria.
4. Flood load or flood-resistant construction requirements in the IBC or the IRC, including, but not limited to, any such provisions pertaining to flood elevation certificates that are located in Chapter 1 of those codes. Any required flood elevation certificate pursuant to such provisions shall be prepared by a land surveyor licensed in Virginia or an RDP.
5. Section R101.2 of the IRC.
6. Section N1101.6 N1102.1 of the IRC and
Sections C101.5.2 C402.1.1 and R101.5.2 R402.1 of
the IECC.
L. [ M. G. ] Section
[ 103.10 103.5 ] Functional design. The following
criteria for functional design is in accordance with § 36-98 of the Code of
Virginia. The USBC shall not supersede the regulations of other state agencies
that require and govern the functional design and operation of building related
activities not covered by the USBC, including but not limited to (i) public
water supply systems, (ii) waste water treatment and disposal systems, and
(iii) solid waste facilities. Nor shall state agencies be prohibited from
requiring, pursuant to other state law, that buildings and equipment be
maintained in accordance with provisions of this code. In addition, as established
by this code, the building official may refuse to issue a permit until the
applicant has supplied certificates of functional design approval from the
appropriate state agency or agencies. For purposes of coordination, the
locality may require reports to the building official by other departments or
agencies indicating compliance with their regulations applicable to the
functional design of a building or structure as a condition for issuance of a
building permit or certificate of occupancy. Such reports shall be based upon
review of the plans or inspection of the project as determined by the locality.
All enforcement of these conditions shall not be the responsibility of the
building official, but rather the agency imposing the condition.
Note: Identified state agencies with functional design approval are listed in the "Related Laws Package," which is available from DHCD.
M. [ N. H. ] Section
[ 103.11 103.6 ] Amusement devices and inspections. In
accordance with § 36-98.3 of the Code of Virginia, to the extent they are
not superseded by the provisions of § 36-98.3 of the Code of Virginia and
the VADR, the provisions of the USBC shall apply to amusement devices. In
addition, as a requirement of this code, inspections for compliance with the
VADR shall be conducted either by local building department personnel or
private inspectors provided such persons are certified as amusement device
inspectors under the VCS.
N. [ O. I. ] Section
[ 103.12 103.7 ] State buildings and structures. This
section establishes the application of the USBC to state-owned buildings and
structures in accordance with § 36-98.1 of the Code of Virginia. The USBC shall
be applicable to all state-owned buildings and structures, with the exception
that §§ 2.2-1159 through 2.2-1161 of the Code of Virginia shall provide the
standards for ready access to and use of state-owned buildings by the
physically handicapped.
Any state-owned building or structure or building built on state-owned property for which preliminary plans were prepared or on which construction commenced after the initial effective date of the USBC, shall remain subject to the provisions of the USBC that were in effect at the time such plans were completed or such construction commenced. Subsequent reconstruction, renovation or demolition of such building or structure shall be subject to the pertinent provisions of this code.
Acting through the Division of Engineering and Buildings, the Virginia Department of General Services shall function as the building official for state-owned buildings. The department shall review and approve plans and specifications, grant modifications, and establish such rules and regulations as may be necessary to implement this section. It shall provide for the inspection of state-owned buildings and enforcement of the USBC and standards for access by the physically handicapped by delegating inspection and USBC enforcement duties to the State Fire Marshal's Office, to other appropriate state agencies having needed expertise, and to local building departments, all of which shall provide such assistance within a reasonable time and in the manner requested. State agencies and institutions occupying buildings shall pay to the local building department the same fees as would be paid by a private citizen for the services rendered when such services are requested by the department. The department may alter or overrule any decision of the local building department after having first considered the local building department's report or other rationale given for its decision. When altering or overruling any decision of a local building department, the department shall provide the local building department with a written summary of its reasons for doing so.
Notwithstanding any provision of this code to the contrary, roadway tunnels and bridges owned by the Virginia Department of Transportation shall be exempt from this code. The Virginia Department of General Services shall not have jurisdiction over such roadway tunnels, bridges and other limited access highways; provided, however, that the Department of General Services shall have jurisdiction over any occupied buildings within any Department of Transportation rights-of-way that are subject to this code.
Except as provided in subsection D E of § 23-38.109
23.1-1016 of the Code of Virginia, and notwithstanding any provision of
this code to the contrary, at the request of a public institution of higher
education, the Virginia Department of General Services, as further set forth in
this provision, shall authorize that institution of higher education to
contract with a building official of the locality in which the construction is
taking place to perform any inspection and certifications required for the
purpose of complying with this code. The department shall publish
administrative procedures that shall be followed in contracting with a building
official of the locality. The authority granted to a public institution of
higher education under this provision to contract with a building official of
the locality shall be subject to the institution meeting the conditions
prescribed in subsection B A of § 23-38.88 23.1-1002
of the Code of Virginia.
Note: In accordance with § 36-98.1 of the Code of Virginia,
roadway tunnels and bridges shall be designed, constructed and operated to
comply with fire safety standards based on nationally recognized model codes
and standards to be developed by the Virginia Department of Transportation in
consultation with the State Fire Marshal and approved by the Virginia
Commonwealth Transportation Board. Emergency response planning and
activities related to the standards approved by the Commonwealth
Transportation Board shall be developed by the Department of Transportation
and coordinated with the appropriate local officials and emergency service
providers. On an annual basis, the Department of Transportation shall provide a
report on the maintenance and operability of installed fire protection and
detection systems in roadway tunnels and bridges to the State Fire Marshal.
O. [ P. J. ] Section
[ 103.12.1 103.7.1 ] Certification of state enforcement
personnel. State enforcement personnel shall comply with the applicable
requirements of Section 105 for certification, periodic maintenance training,
and continuing education.
13VAC5-63-40. Section 104 Enforcement, generally.
A. Section 104.1 Scope of enforcement. This section establishes the requirements for enforcement of the USBC in accordance with § 36-105 of the Code of Virginia. Enforcement of the provisions of the USBC for construction and rehabilitation shall be the responsibility of the local building department. Whenever a county or municipality does not have such a building department, the local governing body shall enter into an agreement with the local governing body of another county or municipality or with some other agency, or a state agency approved by DHCD for such enforcement. For the purposes of this section, towns with a population of less than 3,500 may elect to administer and enforce the USBC; however, where the town does not elect to administer and enforce the code, the county in which the town is situated shall administer and enforce the code for the town. In the event such town is situated in two or more counties, those counties shall administer and enforce the USBC for that portion of the town situated within their respective boundaries.
However, upon a finding by the local building department, following a complaint by a tenant of a residential dwelling unit that is the subject of such complaint, that there may be a violation of the unsafe structures provisions of Part III of the Virginia Uniform Statewide Building Code, also known as the "Virginia Maintenance Code," or the "VMC," the local building department shall enforce such provisions.
If the local building department receives a complaint that a
violation of the VMC exists that is an immediate and imminent threat to the
health or safety of the owner, tenant, or occupants of any building or
structure, or the owner, occupant, or tenant of any nearby building or
structure, and the owner, occupant, or tenant of the building or structure that
is the subject of the complaint has refused to allow the local building
official or his agent to have access to the subject building or structure, the
local building official or his agent may present sworn testimony to make
an affidavit under oath before a magistrate or a court of competent
jurisdiction and request that the magistrate or court grant the local building
official or his agent an inspection warrant to enable the building official or
his agent to enter the subject building or structure for the purpose of
determining whether violations of the VMC exist. After issuing a warrant
under this section, the magistrate or judge shall file the affidavit in the
manner prescribed by § 19.2-54 of the Code of Virginia. After
executing the warrant, the local building official or his agents shall return
the warrant to the clerk of the circuit court of the city or county wherein the
inspection was made. The local building official or his agent shall make a
reasonable effort to obtain consent from the owner, occupant, or tenant of the
subject building or structure prior to seeking the issuance of an inspection
warrant under this section.
The local governing body shall, however, inspect and enforce the provisions of the VMC for elevators, escalators, and related conveyances, except for elevators in single-family and two-family homes and townhouses. Such inspection and enforcement shall be carried out by an agency or department designated by the local governing body.
B. Section 104.2 Interagency coordination. When any inspection functions under this code are assigned to a local agency other than the local building department, such agency shall coordinate its reports of inspection with the local building department.
13VAC5-63-50. Section 105 Local building department.
A. Section 105.1 Appointment of building official. Every local building department shall have a building official as the executive official in charge of the department. The building official shall be appointed in a manner selected by the local governing body. After permanent appointment, the building official shall not be removed from office except for cause after having been afforded a full opportunity to be heard on specific and relevant charges by and before the appointing authority. DHCD shall be notified by the appointing authority within 30 days of the appointment or release of a permanent or acting building official.
Note: Building officials are subject to sanctions in accordance with the VCS.
B. Section 105.1.1 Qualifications of building official. The building official shall have at least five years of building experience as a licensed professional engineer or architect, building, fire or trade inspector, contractor, housing inspector or superintendent of building, fire or trade construction or at least five years of building experience after obtaining a degree in architecture or engineering, with at least three years in responsible charge of work. Any combination of education and experience that would confer equivalent knowledge and ability shall be deemed to satisfy this requirement. The building official shall have general knowledge of sound engineering practice in respect to the design and construction of structures, the basic principles of fire prevention, the accepted requirements for means of egress and the installation of elevators and other service equipment necessary for the health, safety and general welfare of the occupants and the public. The local governing body may establish additional qualification requirements.
C. Section 105.1.2 Certification of building official. An acting or permanent building official shall be certified as a building official in accordance with the VCS within one year after being appointed as acting or permanent building official.
Exception: A building official in place prior to April 1, 1983, shall not be required to meet the certification requirements in this section while continuing to serve in the same capacity in the same locality.
D. Section 105.1.3 Noncertified building official. Except for a building official exempt from certification under the exception to Section 105.1.2, any acting or permanent building official who is not certified as a building official in accordance with the VCS shall attend the core module of the Virginia Building Code Academy or an equivalent course in an individual or regional code academy accredited by DHCD within 180 days of appointment. This requirement is in addition to meeting the certification requirement in Section 105.1.2.
E. Section 105.1.4 Requirements for periodic maintenance
and continuing education. Building officials shall attend periodic maintenance
training as designated by DHCD. In addition to the periodic maintenance
training required above, building officials shall attend 16 hours of continuing
education every two years as approved by DHCD. If a building official possesses
more than one BHCD certificate, the 16 hours shall satisfy the continuing
education requirement for all BHCD certificates.
Note: Continuing education and periodic training requirements for DHCD certifications are set out in the VCS.
F. E. Section 105.2 Technical assistants. The
building official, subject to any limitations imposed by the locality, shall be
permitted to utilize technical assistants to assist the building official in
the enforcement of the USBC. DHCD shall be notified by the building official
within 60 days of the employment of, contracting with or termination of all technical
assistants.
Note: Technical assistants are subject to sanctions in accordance with the VCS.
G. F. Section 105.2.1 Qualifications of
technical assistants. A technical assistant shall have at least three years of
experience and general knowledge in at least one of the following areas:
building construction; [ building construction conceptual and
administrative processes; ] building, fire or housing inspections;
plumbing, electrical or mechanical trades; or fire protection, elevator or
property maintenance work. Any combination of education and experience that
would confer equivalent knowledge and ability shall be deemed to satisfy this
requirement. The locality may establish additional qualification requirements.
H. G. Section 105.2.2 Certification of technical
assistants. A technical assistant shall be certified in the appropriate subject
area within 18 months after becoming a technical assistant. When required by
local policy to have two or more certifications, a technical assistant shall
obtain the additional certifications within three years from the date of such
requirement.
[ Exception Exceptions:
1. ] A technical assistant in place prior to March 1, 1988, shall not be required to meet the certification requirements in this section while continuing to serve in the same capacity in the same locality.
[ 2. A permit technician in place prior to the effective date of the 2015 edition of the code shall not be required to meet the certification requirements in this section while continuing to serve in the same capacity in the same locality. ]
I. Section 105.2.3 Requirements for periodic maintenance
and continuing education. Technical assistants shall attend periodic
maintenance training as designated by DHCD. In addition to the periodic
maintenance training required above, technical assistants shall attend 16 hours
of continuing education every two years as approved by DHCD. If a technical
assistant possesses more than one BHCD certificate, the 16 hours shall satisfy
the continuing education requirement for all BHCD certificates.
Note: Continuing education and periodic training requirements for DHCD certifications are set out in the VCS.
J. H. Section 105.3 Conflict of interest. The
standards of conduct for building officials and technical assistants shall be
in accordance with the provisions of the State and Local Government Conflict of
Interests Act, Chapter 31 (§ 2.2-3100 et seq.) of Title 2.2 of the Code of
Virginia.
K. I. Section 105.4 Records. The local building
department shall retain a record of applications received, permits,
certificates, notices and orders issued, fees collected and reports of
inspection in accordance with The Library of Virginia's General Schedule Number
Six.
13VAC5-63-70. Section 107 Fees.
A. Section 107.1 Authority for charging fees. In accordance with § 36-105 of the Code of Virginia, fees may be levied by the local governing body in order to defray the cost of enforcement of the USBC.
Note: See subsection D of § 36-105 of the Code of Virginia for rules for permit fees involving property with easements or liens.
B. Section 107.1.1 Fee schedule. The local governing body shall establish a fee schedule incorporating unit rates, which may be based on square footage, cubic footage, estimated cost of construction or other appropriate criteria. A permit or any amendments to an existing permit shall not be issued until the designated fees have been paid, except that the building official may authorize the delayed payment of fees.
C. Section 107.1.2 Refunds. When requested in writing by a permit holder, the locality shall provide a fee refund in the case of the revocation of a permit or the abandonment or discontinuance of a building project. The refund shall not be required to exceed an amount which correlates to work not completed.
D. Section 107.1.3 Fees for generators used with amusement devices. Fees for generators and associated wiring used with amusement devices shall only be charged under the Virginia Amusement Device Regulations (13VAC5-31).
E. Section 107.2 Code academy fee levy. In accordance with subdivision 7 of § 36-137 of the Code of Virginia, the local building department shall collect a 2.0% levy of fees charged for permits issued under this code and transmit it quarterly to DHCD to support training programs of the Virginia Building Code Academy. Localities that maintain individual or regional training academies accredited by DHCD shall retain such levy.
13VAC5-63-80. Section 108 Application for permit.
A. Section 108.1 When applications are required. Application for a permit shall be made to the building official and a permit shall be obtained prior to the commencement of any of the following activities, except that applications for emergency construction, alterations or equipment replacement shall be submitted by the end of the first working day that follows the day such work commences. In addition, the building official may authorize work to commence pending the receipt of an application or the issuance of a permit.
1. Construction or demolition of a building or structure. Installations or alterations involving (i) the removal or addition of any wall, partition or portion thereof, (ii) any structural component, (iii) the repair or replacement of any required component of a fire or smoke rated assembly, (iv) the alteration of any required means of egress system, (v) water supply and distribution system, sanitary drainage system or vent system, (vi) electric wiring, (vii) fire protection system, mechanical systems, or fuel supply systems, or (viii) any equipment regulated by the USBC.
2. For change of occupancy, application for a permit shall be made
when a new certificate of occupancy is required [ under Section 103.3
by the VEBC ].
3. Movement of a lot line that increases the hazard to or decreases the level of safety of an existing building or structure in comparison to the building code under which such building or structure was constructed.
4. Removal or disturbing of any asbestos containing materials during the construction or demolition of a building or structure, including additions.
B. Section 108.2 Exemptions from application for permit. Notwithstanding the requirements of Section 108.1, application for a permit and any related inspections shall not be required for the following; however, this section shall not be construed to exempt such activities from other applicable requirements of this code. In addition, when an owner or an owner's agent requests that a permit be issued for any of the following, then a permit shall be issued and any related inspections shall be required.
1. Installation of wiring and equipment that (i) operates at
less than 50 volts, (ii) is for [ network powered ] broadband
communications systems, [ or ] (iii) is exempt under Section
102.3(1) or [ 102.3(2) 102.3(4) ],
[ or (iv) is for monitoring or automation systems in dwelling units, ]
except when any such installations are located in a plenum, penetrate fire
rated or smoke protected construction or are a component of any of the
following:
1.1. Fire alarm system.
1.2. Fire detection system.
1.3. Fire suppression system.
1.4. Smoke control system.
1.5. Fire protection supervisory system.
1.6. Elevator fire safety control system.
1.7. Access or egress control system or delayed egress locking or latching system.
1.8. Fire damper.
1.9. Door control system.
2. One story detached structures used as tool and storage sheds, playhouses or similar uses, provided the building area does not exceed 256 square feet (23.78 m2) and the structures are not classified as a Group F-1 or H occupancy.
3. Detached prefabricated buildings housing the equipment of a publicly regulated utility service, provided the floor area does not exceed 150 square feet (14 m2).
4. Tents or air-supported structures, or both, that cover an area of 900 square feet (84 m2) or less, including within that area all connecting areas or spaces with a common means of egress or entrance, provided such tents or structures have an occupant load of 50 or less persons.
5. Fences of any height unless required for pedestrian safety as provided for by Section 3306, or used for the barrier for a swimming pool.
6. Concrete or masonry walls, provided such walls do not exceed six feet in height above the finished grade. Ornamental column caps shall not be considered to contribute to the height of the wall and shall be permitted to extend above the six feet height measurement.
7. Retaining walls supporting less than three feet of unbalanced fill that are not constructed for the purpose of impounding Class I, II or III-A liquids or supporting a surcharge other than ordinary unbalanced fill.
8. Swimming pools that have a surface area not greater than 150 square feet (13.95 m2), do not exceed 5,000 gallons (19 000 L) and are less than 24 inches (610 mm) deep.
9. Signs under the conditions in Section H101.2 of Appendix H.
10. Replacement of above-ground existing LP-gas containers of the same capacity in the same location and associated regulators when installed by the serving gas supplier.
11. Flagpoles 30 feet (9144 mm) or less in height.
12. Temporary ramps serving dwelling units in Group R-3 and R-5 occupancies where the height of the entrance served by the ramp is no more than 30 inches (762 mm) above grade.
13. Construction work deemed by the building official to be minor and ordinary and which does not adversely affect public health or general safety.
14. Ordinary repairs that include the following:
14.1. Replacement of windows and doors with windows and doors of similar operation and opening dimensions that do not require changes to the existing framed opening and that are not required to be fire rated in Group R-2 where serving a single dwelling unit and in Groups R-3, R-4 and R-5.
14.2. Replacement of plumbing fixtures and well pumps in all groups without alteration of the water supply and distribution systems, sanitary drainage systems or vent systems.
14.3. Replacement of general use snap switches, dimmer and control switches, 125 volt-15 or 20 ampere receptacles, luminaires (lighting fixtures) and ceiling (paddle) fans in Group R-2 where serving a single dwelling unit and in Groups R-3, R-4 and R-5.
14.4. Replacement of mechanical appliances provided such equipment is not fueled by gas or oil in Group R-2 where serving a single-family dwelling and in Groups R-3, R-4 and R-5.
14.5. Replacement of an unlimited amount of roof covering or
siding in Groups R-3, R-4 or R-5 provided the building or structure is not in
an area where the nominal design (3 second gust) wind speed is
greater than 100 miles per hour (160 km/hr) (44.7 meters per second)
and replacement of 100 square feet (9.29 m2) or less of roof
covering in all groups and all wind zones.
14.6. Replacement of [ 100 256 ]
square feet [ (9.29 m2) 23.78 m2 ]
or less of roof decking in Groups R-3, R-4 or R-5 unless the decking to be
replaced was required at the time of original construction to be fire-retardant-treated
or protected in some other way to form a fire-rated wall termination.
14.7. Installation or replacement of floor finishes in all occupancies.
14.8. Replacement of Class C interior wall or ceiling finishes installed in Groups A, E and I and replacement of all classes of interior wall or ceiling finishes in other groups.
14.9. Installation or replacement of cabinetry or trim.
14.10. Application of paint or wallpaper.
14.11. Other repair work deemed by the building official to be minor and ordinary which does not adversely affect public health or general safety.
15. Crypts, mausoleums, and columbaria structures not exceeding 1500 square feet (139.35 m2) in area if the building or structure is not for occupancy and used solely for the interment of human or animal remains and is not subject to special inspections.
16. Billboard safety upgrades to add or replace steel catwalks, steel ladders, or steel safety cable.
[ Exception Exceptions ]:
[ 1. ] Application for a permit may be required by the building official for the installation of replacement siding, roofing and windows in buildings within a historic district designated by a locality pursuant to § 15.2-2306 of the Code of Virginia.
[ 2. Application for a permit may be required by the building official for any items exempted in this section that are located in a special flood hazard area. ]
C. Section 108.3 Applicant information, processing by mail. Application for a permit shall be made by the owner or lessee of the relevant property or the agent of either or by the RDP, contractor or subcontractor associated with the work or any of their agents. The full name and address of the owner, lessee and applicant shall be provided in the application. If the owner or lessee is a corporate body, when and to the extent determined necessary by the building official, the full name and address of the responsible officers shall also be provided.
A permit application may be submitted by mail and such permit applications shall be processed by mail, unless the permit applicant voluntarily chooses otherwise. In no case shall an applicant be required to appear in person.
The building official may accept applications for a permit through electronic submissions provided the information required by this section is obtained.
D. Section 108.4 Prerequisites to obtaining permit. In accordance with § 54.1-1111 of the Code of Virginia, any person applying to the building department for the construction, removal or improvement of any structure shall furnish prior to the issuance of the permit either (i) satisfactory proof to the building official that he is duly licensed or certified under the terms or Chapter 11 (§ 54.1-1000 et seq.) of Title 54.1 of the Code of Virginia to carry out or superintend the same or (ii) file a written statement, supported by an affidavit, that he is not subject to licensure or certification as a contractor or subcontractor pursuant to Chapter 11 of Title 54.1 of the Code of Virginia. The applicant shall also furnish satisfactory proof that the taxes or license fees required by any county, city, or town have been paid so as to be qualified to bid upon or contract for the work for which the permit has been applied.
E. Section 108.5 Mechanics' lien agent designation. In accordance with § 36-98.01 of the Code of Virginia, a building permit issued for any one-family or two-family residential dwelling shall at the time of issuance contain, at the request of the applicant, the name, mailing address, and telephone number of the mechanics' lien agent as defined in § 43-1 of the Code of Virginia. If the designation of a mechanics' lien agent is not so requested by the applicant, the building permit shall at the time of issuance state that none has been designated with the words "None Designated."
Note: In accordance with § 43-4.01A of the Code of Virginia, a permit may be amended after it has been initially issued to name a mechanics' lien agent or a new mechanics' lien agent.
F. Section 108.6 Application form, description of work. The application for a permit shall be submitted on a form or forms supplied by the local building department. The application shall contain a general description and location of the proposed work and such other information as determined necessary by the building official.
G. Section 108.7 Amendments to application. An application for a permit may be amended at any time prior to the completion of the work governed by the permit. Additional construction documents or other records may also be submitted in a like manner. All such submittals shall have the same effect as if filed with the original application for a permit and shall be retained in a like manner as the original filings.
H. Section 108.8 Time limitation of application. An application for a permit for any proposed work shall be deemed to have been abandoned six months after the date of filing unless such application has been pursued in good faith or a permit has been issued, except that the building official is authorized to grant one or more extensions of time if a justifiable cause is demonstrated.
[ 13VAC5-63-130. Section 113 Inspections.
A. Section 113.1 General. In accordance with § 36-105 of the Code of Virginia, any building or structure may be inspected at any time before completion, and shall not be deemed in compliance until approved by the inspecting authority. Where the construction cost is less than $2,500, however, the inspection may, in the discretion of the inspecting authority, be waived. The building official shall coordinate all reports of inspections for compliance with the USBC, with inspections of fire and health officials delegated such authority, prior to the issuance of an occupancy permit.
B. Section 113.1.1 Equipment required. Any ladder, scaffolding or test equipment necessary to conduct or witness a requested inspection shall be provided by the permit holder.
C. Section 113.1.2 Duty to notify. When construction reaches a stage of completion that requires an inspection, the permit holder shall notify the building official.
D. Section 113.1.3 Duty to inspect. Except as provided for in Section 113.7, the building official shall perform the requested inspection in accordance with Section 113.6 when notified in accordance with Section 113.1.2.
E. Section 113.2 Prerequisites. The building official may conduct a site inspection prior to issuing a permit. When conducting inspections pursuant to this code, all personnel shall carry proper credentials.
F. Section 113.3 Minimum inspections. The following minimum inspections shall be conducted by the building official when applicable to the construction or permit:
1. Inspection of footing excavations and reinforcement material for concrete footings prior to the placement of concrete.
2. Inspection of foundation systems during phases of construction necessary to assure compliance with this code.
3. Inspection of preparatory work prior to the placement of concrete.
4. Inspection of structural members and fasteners prior to concealment.
5. Inspection of electrical, mechanical and plumbing materials, equipment and systems prior to concealment.
6. Inspection of energy conservation material prior to concealment.
7. Final inspection.
G. 113.3.1 Equipment changes. Upon the replacement or new installation of any fuel-burning appliances or equipment in existing Group R-5 occupancies, an inspection or inspections shall be conducted to ensure that the connected vent or chimney systems comply with the following:
1. Vent or chimney systems are sized in accordance with the IRC.
2. Vent or chimney systems are clean, free of any obstruction or blockages, defects, or deterioration, and are in operable condition. Where not inspected by the local building department, persons performing such changes or installations shall certify to the building official that the requirements of Items 1 and 2 of this section are met.
H. Section 113.4 Additional inspections. The building official may designate additional inspections and tests to be conducted during the construction of a building or structure and shall so notify the permit holder.
H. I. Section 113.5 In-plant and factory
inspections. When required by the provisions of this code, materials, equipment
or assemblies shall be inspected at the point of manufacture or fabrication.
The building official shall require the submittal of an evaluation report of
such materials, equipment or assemblies. The evaluation report shall indicate
the complete details of the assembly including a description of the assembly
and its components, and describe the basis upon which the assembly is being
evaluated. In addition, test results and other data as necessary for the
building official to determine conformance with the USBC shall be submitted.
For factory inspections, an identifying label or stamp permanently affixed to
materials, equipment or assemblies indicating that a factory inspection has
been made shall be acceptable instead of a written inspection report, provided
the intent or meaning of such identifying label or stamp is properly
substantiated.
I. J. Section 113.6 Approval or notice of
defective work. The building official shall either approve the work in writing
or give written notice of defective work to the permit holder. Upon request of
the permit holder, the notice shall reference the USBC section that serves as
the basis for the defects and such defects shall be corrected and reinspected
before any work proceeds that would conceal such defects. A record of all
reports of inspections, tests, examinations, discrepancies and approvals issued
shall be maintained by the building official and shall be communicated promptly
in writing to the permit holder. Approval issued under this section may be
revoked whenever it is discovered that such approval was issued in error or on
the basis of incorrect information, or where there are repeated violations of
the USBC. Notices issued pursuant to this section shall be permitted to be
communicated electronically, provided the notice is reasonably calculated to
get to the permit holder.
J. K. Section 113.7 Approved inspection
agencies. The building official may accept reports of inspections and tests
from individuals or inspection agencies approved in accordance with the
building official's written policy required by Section 113.7.1. The individual
or inspection agency shall meet the qualifications and reliability requirements
established by the written policy. Under circumstances where the building
official is unable to make the inspection or test required by Section 113.3 or
113.4 within two working days of a request or an agreed upon date or if
authorized for other circumstances in the building official's written policy,
the building official shall accept reports for review. The building official
shall approve the report from such approved individuals or agencies unless
there is cause to reject it. Failure to approve a report shall be in writing
within two working days of receiving it stating the reason for the rejection.
Reports of inspections conducted by approved third-party inspectors or agencies
shall be in writing, shall indicate if compliance with the applicable
provisions of the USBC have been met and shall be certified by the individual
inspector or by the responsible officer when the report is from an agency.
Exception: The licensed mechanical contractor installing the mechanical system shall be permitted to perform duct tests required by Section R403.3.3 of the IECC or Section N1103.3.3 of the IRC. The contractor shall have been trained on the equipment used to perform the test.
Note: Photographs, videotapes or other sources of pertinent data or information may be considered as constituting such reports and tests.
K. L. Section 113.7.1 Third-party inspectors.
Each building official charged with the enforcement of the USBC shall have a
written policy establishing the minimum acceptable qualifications for
third-party inspectors. The policy shall include the format and time frame
required for submission of reports, any prequalification or preapproval
requirements before conducting a third-party inspection and any other
requirements and procedures established by the building official.
L. M. Section 113.7.2 Qualifications. In
determining third-party inspector qualifications, the building official may
consider such items as DHCD inspector certification, other state or national
certifications, state professional registrations, related experience, education
and any other factors that would demonstrate competency and reliability to
conduct inspections.
M. N. Section 113.8 Final inspection. Upon
completion of a building or structure and before the issuance of a certificate
of occupancy, a final inspection shall be conducted to ensure that any
defective work has been corrected and that all work complies with the USBC and
has been approved, including any work associated with modifications under
Section 106.3. The building official shall be permitted to require the
electrical service to a building or structure to be energized prior to
conducting the final inspection. The approval of a final inspection shall be permitted
to serve as the new certificate of occupancy required by Section 116.1 in the
case of additions or alterations to existing buildings or structures that
already have a certificate of occupancy.
13VAC5-63-150. Section 115 Violations.
A. Section 115.1 Violation a misdemeanor; civil penalty. In accordance with § 36-106 of the Code of Virginia, it shall be unlawful for any owner or any other person, firm or corporation, on or after the effective date of any code provisions, to violate any such provisions. Any locality may adopt an ordinance that establishes a uniform schedule of civil penalties for violations of specified provisions of the code that are not abated or remedied promptly after receipt of a notice of violation from the local enforcement officer.
Note: See the full text of § 36-106 of the Code of Virginia for additional requirements and criteria pertaining to legal action relative to violations of the code.
B. Section 115.2 Notice of violation. The building official
shall issue a written notice of violation to the responsible party if any
violations of this code or any directives or orders of the building official
have not been corrected or complied with in a reasonable time. The notice shall
reference the code section upon which the notice is based and direct the discontinuance
and abatement correction of the violation or the compliance with
such directive or order and specify a reasonable time period within which
the corrections or compliance must occur. The notice shall be issued by
either delivering a copy to the responsible party by mail to the last known
address or delivering the notice in person or by leaving it in the possession
of any person in charge of the premises, or by posting the notice in a
conspicuous place if the person in charge of the premises cannot be found. The
notice of violation shall indicate the right of appeal by referencing the
appeals section. When the owner of the building or structure, or the permit
holder for the construction in question, or the tenants of such building or
structure, are not the responsible party to whom the notice of violation is
issued, then a copy of the notice shall also be delivered to the such owner,
permit holder or tenants.
Note: A notice of unsafe building or structure for structures that become unsafe during the construction process are issued in accordance with Section 118.
C. Section 115.2.1 Notice not to be issued under certain circumstances. When violations are discovered more than two years after the certificate of occupancy is issued or the date of initial occupancy, whichever occurred later, or more than two years after the approved final inspection for an alteration or renovation, a notice of violation shall only be issued upon advice from the legal counsel of the locality that action may be taken to compel correction of the violation. When compliance can no longer be compelled by prosecution under § 36-106 of the Code of Virginia, the building official, when requested by the building owner, shall document in writing the existence of the violation noting the edition of the USBC the violation is under.
D. Section 115.3 Further action when violation not corrected.
If the responsible party has not complied with the notice of violation, the
building official shall submit a written request to may initiate
legal proceedings by requesting the legal counsel of the locality to
institute the appropriate legal proceedings to restrain, correct or abate the
violation or to require the removal or termination of the use of the building
or structure involved. In cases where the locality so authorizes, the building
official may issue or obtain a summons or warrant. Compliance with a notice of
violation notwithstanding, the building official may request legal proceedings
be instituted for prosecution when a person, firm or corporation is served with
three or more notices of violation within one calendar year for failure to
obtain a required construction permit prior to commencement of work subject to
this code.
Note: See § 19.2-8 of the Code of Virginia concerning the statute of limitations for building code prosecutions.
E. Section 115.4 Penalties and abatement. Penalties for violations of the USBC shall be as set out in § 36-106 of the Code of Virginia. The successful prosecution of a violation of the USBC shall not preclude the institution of appropriate legal action to require correction or abatement of a violation.
F. Section 115.5 Transfer of ownership. In accordance with § 36-105 of the Code of Virginia, if the local building department has initiated an enforcement action against the owner of a building or structure and such owner subsequently transfers the ownership of the building or structure to an entity in which the owner holds an ownership interest greater than 50%, the pending enforcement action shall continue to be enforced against the owner. ]
13VAC5-63-170. Section 117 Temporary and moved buildings and structures; demolition.
A. Section 117.1 Temporary buildings and structures. The building official is authorized to issue a permit for temporary buildings or structures. Such permits shall be limited as to time of service, but shall not be permitted for more than one year, except that upon the permit holder's written request, the building official may grant one or more extensions of time, not to exceed one year per extension. The building official is authorized to terminate the approval and order the demolition or removal of temporary buildings or structures during the period authorized by the permit when determined necessary.
B. Section 117.1.1 Temporary uses within existing buildings and structures. The building official shall review and may approve conditions or modifications for temporary uses, including hypothermia and hyperthermia shelters, that may be necessary as long as the use meets the spirit and functional intent intended by this code. The building official is authorized to terminate the approval and order the discontinuance of the temporary use during the period authorized by the permit when determined necessary. The building official shall notify the appropriate fire official or fire chief of the approved temporary use.
C. Section 117.2 Moved buildings and structures. Any building
or structure moved into a locality or moved to a new location within a locality
shall not be occupied or used until a certification certificate
of occupancy is issued for the new location. Such moved buildings or structures
shall be required to comply with the requirements of this code for a newly
constructed building or structure unless meeting all of the following
requirements relative to the new location:
1. There is no change in the occupancy classification from
its previous location.
2. The building or structure was in compliance with all
state and local requirements applicable to it in its previous location and is
in compliance with all state and local requirements applicable if originally
constructed in the new location.
3. The building or structure did not become unsafe during
the moving process due to structural damage or for other reasons.
4. Any alterations, reconstruction, renovations or repairs
made pursuant to the move are in compliance with applicable requirements of
the VRC VEBC.
D. Section 117.3 Demolition of buildings and structures. Prior to the issuance of a permit for the demolition of any building or structure, the owner or the owner's agent shall provide certification to the building official that all service connections of utilities have been removed, sealed or plugged satisfactorily and a release has been obtained from the associated utility company. The certification shall further provide that written notice has been given to the owners of adjoining lots and any other lots that may be affected by the temporary removal of utility wires or the temporary disconnection or termination of other services or facilities relative to the demolition. In addition, the requirements of Chapter 33 of the IBC for any necessary retaining walls or fences during demolition shall be applicable and when a building or structure is demolished or removed, the established grades shall be restored.
[ 13VAC5-63-190. Section 119 Appeals.
A. Section 119.1 Establishment of appeals board. In accordance with § 36-105 of the Code of Virginia, there shall be established within each local building department a LBBCA. Whenever a county or a municipality does not have such a LBBCA, the local governing body shall enter into an agreement with the local governing body of another county or municipality or with some other agency, or a state agency approved by DHCD for such appeals resulting therefrom. Fees may be levied by the local governing body in order to defray the cost of such appeals. In addition, as an authorization in this code, separate LBBCAs may be established to hear appeals of different enforcement areas such as electrical, plumbing or mechanical requirements. Each such LBBCA shall comply with the requirements of this section. The locality is responsible for maintaining a duly constituted LBBCA prepared to hear appeals within the time limits established in this section. The LBBCA shall meet as necessary to assure a duly constituted board, appoint officers as necessary, and receive such training on the code as may be appropriate or necessary from staff of the locality.
B. Section 119.2 Membership of board. The LBBCA shall consist of at least five members appointed by the locality for a specific term of office established by written policy. Alternate members may be appointed to serve in the absence of any regular members and as such, shall have the full power and authority of the regular members. Regular and alternate members may be reappointed. Written records of current membership, including a record of the current chairman and secretary shall be maintained in the office of the locality. In order to provide continuity, the terms of the members may be of different length so that less than half will expire in any one-year period.
C. Section 119.3 Officers and qualifications of members. The LBBCA shall annually select one of its regular members to serve as chairman. When the chairman is not present at an appeal hearing, the members present shall select an acting chairman. The locality or the chief executive officer of the locality shall appoint a secretary to the LBBCA to maintain a detailed record of all proceedings. Members of the LBBCA shall be selected by the locality on the basis of their ability to render fair and competent decisions regarding application of the USBC and shall to the extent possible, represent different occupational or professional fields relating to the construction industry. At least one member should be an experienced builder; at least one member should be an RDP, and at least one member should be an experienced property manager. Employees or officials of the locality shall not serve as members of the LBBCA.
D. Section 119.4 Conduct of members. No member shall hear an appeal in which that member has a conflict of interest in accordance with the State and Local Government Conflict of Interests Act (§ 2.2-3100 et seq. of the Code of Virginia). Members shall not discuss the substance of an appeal with any other party or their representatives prior to any hearings.
E. Section 119.5 Right of appeal; filing of appeal application. Any person aggrieved by the local building department's application of the USBC or the refusal to grant a modification to the provisions of the USBC may appeal to the LBBCA. The applicant shall submit a written request for appeal to the LBBCA within 30 calendar days of the receipt of the decision being appealed. The application shall contain the name and address of the owner of the building or structure and in addition, the name and address of the person appealing, when the applicant is not the owner. A copy of the building official's decision shall be submitted along with the application for appeal and maintained as part of the record. The application shall be marked by the LBBCA to indicate the date received. Failure to submit an application for appeal within the time limit established by this section shall constitute acceptance of a building official's decision.
Note: To the extent that a decision of a building official pertains to amusement devices there may be a right of appeal under the VADR.
F. Section 119.6 Meetings and postponements. The LBBCA shall meet within 30 calendar days after the date of receipt of the application for appeal, except that a period of up to 45 calendar days shall be permitted where the LBBCA has regularly scheduled monthly meetings. A longer time period shall be permitted if agreed to by all the parties involved in the appeal. A notice indicating the time and place of the hearing shall be sent to the parties in writing to the addresses listed on the application at least 14 calendar days prior to the date of the hearing, except that a lesser time period shall be permitted if agreed to by all the parties involved in the appeal. When a quorum of the LBBCA is not present at a hearing to hear an appeal, any party involved in the appeal shall have the right to request a postponement of the hearing. The LBBCA shall reschedule the appeal within 30 calendar days of the postponement, except that a longer time period shall be permitted if agreed to by all the parties involved in the appeal.
G. Section 119.7 Hearings and decision. All hearings before
the LBBCA shall be open meetings and the appellant, the appellant's
representative, the locality's representative and any person whose interests
are affected by the building official's decision in question shall be given an
opportunity to be heard. The chairman shall have the power and duty to direct
the hearing, rule upon the acceptance of evidence and oversee the record of all
proceedings. The LBBCA shall have the power to uphold, reverse or modify the
decision of the official by a concurring vote of a majority of those present.
Decisions of the LBBCA shall be final if no further appeal is made. The
decision of the LBBCA shall be by resolution explained in writing,
signed by the chairman and retained as part of the record of the appeal. Copies
of the resolution written decision shall be sent to all parties
by certified mail. In addition, the resolution written decision
shall contain the following wording:
"Any person who was a party to the appeal may appeal to
the State Review Board by submitting an application to such Board within 21
calendar days upon receipt by certified mail of this resolution decision.
Application forms are available from the Office of the State Review Board, 600
East Main Street, Richmond, Virginia 23219, (804) 371-7150."
H. Section 119.8 Appeals to the State Review Board. After
final determination by the LBBCA in an appeal, any person who was a party to
the appeal may further appeal to the State Review Board. In accordance with §
36-98.2 of the Code of Virginia for state-owned buildings and structures,
appeals by an involved state agency from the decision of the building official
for state-owned buildings or structures shall be made directly to the State
Review Board. The application for appeal shall be made to the State Review
Board within 21 calendar days of the receipt of the decision to be appealed.
Failure to submit an application within that time limit shall constitute an
acceptance of the building official's decision. For appeals from a LBBCA, a
copy of the building official's decision and the resolution written
decision of the LBBCA shall be submitted with the application for appeal to
the State Review Board. Upon request by the office of the State Review Board,
the LBBCA shall submit a copy of all pertinent information from the record of
the appeal. In the case of appeals involving state-owned buildings or
structures, the involved state agency shall submit a copy of the building
official's decision and other relevant information with the application for
appeal to the State Review Board. Procedures of the State Review Board are in
accordance with Article 2 (§ 36-108 et seq.) of Chapter 6 of Title 36 of the
Code of Virginia. Decisions of the State Review Board shall be final if no
further appeal is made. ]
13VAC5-63-200. Chapter 2 Definitions.
A. Add the following definitions to Section 202 of the IBC to read:
Aboveground liquid fertilizer storage tank (ALFST). A device that contains an accumulation of liquid fertilizer (i) constructed of nonearthen materials, such as concrete, steel or plastic, that provide structural support; (ii) having a capacity of 100,000 gallons (378 500 L) or greater; and (iii) the volume of which is more than 90% above the surface of the ground. The term does not include any wastewater treatment or wastewater storage tank, utility or industry pollution control equipment.
Building regulations. Any law, rule, resolution, regulation, ordinance or code, general or special, or compilation thereof, heretofore or hereafter enacted or adopted by the Commonwealth or any county or municipality, including departments, boards, bureaus, commissions, or other agencies thereof, relating to construction, reconstruction, alteration, conversion, repair, maintenance, or use of structures and buildings and installation of equipment therein. The term does not include zoning ordinances or other land use controls that do not affect the manner of construction or materials to be used in the erection, alteration or repair of a building or structure.
Change of occupancy. A change in the use or occupancy of any
building or structure that would place the building or structure in a different
division of the same group of occupancies or in a different group of
occupancies; or a change in the purpose or level of activity within a building
or structure that involves a change in application of the requirements of this
code.
Chemical fume hood. A ventilated enclosure designed to contain and exhaust fumes, gases, vapors, mists, and particulate matter generated within the hood.
Construction. The construction, reconstruction, alteration, repair, or conversion of buildings and structures.
Day-night average sound level (Ldn). A 24-hour energy average sound level expressed in dBA, with a 10 decibel penalty applied to noise occurring between 10 p.m. and 7 a.m.
DHCD. The Virginia Department of Housing and Community Development.
Emergency communication equipment. Emergency communication equipment, includes but is not limited to two-way radio communications, signal booster, bi-directional amplifiers, radiating cable systems, or internal multiple antenna, or a combination of the foregoing.
Emergency public safety personnel. Emergency public safety personnel includes firefighters, emergency medical personnel, law-enforcement officers, and other emergency public safety personnel routinely called upon to provide emergency assistance to members of the public in a wide variety of emergency situations, including but not limited to fires, medical emergencies, violent crimes, and terrorist attacks.
Equipment. Plumbing, heating, electrical, ventilating, air-conditioning and refrigeration equipment, elevators, dumbwaiters, escalators, and other mechanical additions or installations.
Farm building or structure. A building or structure not used for residential purposes, located on property where farming operations take place, and used primarily for any of the following uses or combination thereof:
1. Storage, handling, production, display, sampling or sale of agricultural, horticultural, floricultural or silvicultural products produced in the farm.
2. Sheltering, raising, handling, processing or sale of agricultural animals or agricultural animal products.
3. Business or office uses relating to the farm operations.
4. Use of farm machinery or equipment or maintenance or storage of vehicles, machinery or equipment on the farm.
5. Storage or use of supplies and materials used on the farm.
6. Implementation of best management practices associated with farm operations.
Hospice facility. An institution, place, or building owned or operated by a hospice provider and licensed by the Virginia Department of Health as a hospice facility to provide room, board, and palliative and supportive medical and other health services to terminally ill patients and their families, including respite and symptom management, on a 24-hour basis to individuals requiring such care pursuant to the orders of a physician.
Industrialized building. A combination of one or more sections or modules, subject to state regulations and including the necessary electrical, plumbing, heating, ventilating and other service systems, manufactured off-site and transported to the point of use for installation or erection, with or without other specified components, to comprise a finished building. Manufactured homes shall not be considered industrialized buildings for the purpose of this code.
Laboratory suite. A fire-rated enclosed laboratory area that will provide one or more laboratory spaces, within a Group B educational occupancy, that are permitted to include ancillary uses such as offices, bathrooms, and corridors that are contiguous with the laboratory area and are constructed in accordance with Section 430.3.
LBBCA. Local board of building code appeals.
Liquid fertilizer. A fluid in which a fertilizer is in true solution. This term does not include anhydrous ammonia or a solution used in pollution control.
Local building department. The agency or agencies of any local governing body charged with the administration, supervision, or enforcement of this code, approval of construction documents, inspection of buildings or structures, or issuance of permits, licenses, certificates or similar documents.
Local governing body. The governing body of any city, county or town in this Commonwealth.
Locality. A city, county or town in this Commonwealth.
Manufactured home. A structure subject to federal regulation, which is transportable in one or more sections; is eight body feet or more in width and 40 body feet or more in length in the traveling mode, or is 320 or more square feet when erected on site; is built on a permanent chassis; is designed to be used as a single-family dwelling, with or without a permanent foundation, when connected to the required utilities; and includes the plumbing, heating, air-conditioning, and electrical systems contained in the structure.
Marina. Any installation, operating under public or private ownership, that has a structure providing dockage or moorage for boats, other than paddleboats or rowboats, and provides, through sale, rental, fee, or on a free basis, any equipment, supply, or service, including fuel, electricity, or water, for the convenience of the public or its lessees, renters, or users of its facilities. A dock or pier with or without slips that exclusively serves a single-family residential lot for the use of the owner of the lot is not a marina.
Night club. Any building in which the main use is a place of public assembly that provides exhibition, performance or other forms of entertainment; serves alcoholic beverages; and provides music and space for dancing.
Permissible fireworks. Any sparklers, fountains, Pharaoh's serpents, caps for pistols, or pinwheels commonly known as whirligigs or spinning jennies.
Short-term holding area. An area containing a holding cell or cells, or a holding room or rooms, including associated rooms or spaces where the occupants are restrained or detained by the use of security measures not under the occupant's control for less than 24 hours.
Skirting. A weather-resistant material used to enclose the space from the bottom of the manufactured home to grade.
Slip. A berth or space where a boat may be secured to a fixed or floating structure, including a dock, finger pier, boat lift, or mooring buoy.
Sound transmission class (STC) rating. A single number characterizing the sound reduction performance of a material tested in accordance with ASTM E90-90, "Laboratory Measurement of Airborne Sound Transmission Loss of Building Partitions."
State regulated care facility (SRCF). A building with an occupancy in Group R-2, R-3, R-4 or R-5 occupied by persons in the care of others where program oversight is provided by the Virginia Department of Social Services, the Virginia Department of Behavioral Health and Developmental Services, the Virginia Department of Education or the Virginia Department of Juvenile Justice.
State Review Board. The Virginia State Building Code Technical Review Board as established under § 36-108 of the Code of Virginia.
Teaching and research laboratory. A building or portion of a building where hazardous materials are stored, used, and handled for the purpose of testing, analysis, teaching, research, or developmental activities on a nonproduction basis rather than in a manufacturing process.
Technical assistant. Any person employed by or under an
extended contract to a local building department or local enforcing agency for
enforcing the USBC, including but not limited to inspectors [ and, ]
plans reviewers [ , and permit technicians ]. For the purpose
of this definition, an extended contract shall be a contract with an aggregate
term of 18 months or longer.
Tenable environmental. An environment in which the products of combustion, including smoke, toxic gases, particulates, and heat, are limited or otherwise restricted in order to maintain the impact on occupants, including those in the area of fire origin, to a level that is not life threatening and permits the rescue of occupants for a limited time.
Unsafe building or structure. Any building or structure that is under construction and has not received a permanent certificate of occupancy, final inspection, or for which a permit was never issued or has expired and has been determined by the building official to be of faulty construction that is so damaged, decayed, dilapidated, structurally unsafe, or of such faulty construction or unstable foundation that partial or complete collapse is likely, or any unfinished construction that does not have a valid permit, or the permit has been revoked, and the condition of the unfinished construction presents an immediate serious and imminent threat to the life and safety of the occupants or the public.
VADR. The Virginia Amusement Device Regulations (13VAC5-31).
VCS. The Virginia Certification Standards (13VAC5-21).
Working day. A day other than Saturday, Sunday or a legal local, state or national holiday.
B. Change the following definitions in Section 202 of the IBC to read:
24-hour basis. The actual time that a person is an occupant
within a facility for the purpose of receiving care. It shall not include a
facility that is open for 24 hours and is capable of providing care to someone
visiting the facility during any segment of the 24 hours.
Addition. An extension or increase in floor area, number of stories, or height of a building or structure.
Ambulatory health care facility. Buildings or portions
thereof used to provide medical care on less than a 24-hour basis that
are licensed by the Virginia Department of Health as outpatient surgical
hospitals.
Automatic fire-extinguishing system. An approved system of devices and equipment that automatically detects a fire and discharges an approved fire-extinguishing agent onto or in the area of a fire and includes among other systems an automatic sprinkler system, unless otherwise expressly stated.
Building. A combination of materials, whether portable or fixed, having a roof to form a structure for the use or occupancy by persons, or property. The word "building" shall be construed as though followed by the words "or part or parts thereof" unless the context clearly requires a different meaning. "Building" shall not include roadway tunnels and bridges owned by the Virginia Department of Transportation, which shall be governed by construction and design standards approved by the Virginia Commonwealth Transportation Board.
For application of this code, each portion of a building that is completely separated from other portions by fire walls complying with Section 706 shall be considered as a separate building (see Section 503.1).
Change of occupancy. [ A change in the use or
occupancy of any building or structure that would place the building or
structure in a different division of the same group of occupancies or in a
different group of occupancies or a change in the purpose or level of activity
within a building or structure that involves a change in application of the
requirements of this code See Section 202 of the VEBC ].
Clinic, outpatient. Buildings or portions thereof used to provide medical care on less than a 24-hour basis that are not licensed by the Virginia Department of Health as outpatient surgical hospitals.
Custodial care. Assistance with day-to-day living tasks, such as assistance with cooking, taking medication, bathing, using toilet facilities, and other tasks of daily living. In other than in hospice facilities, custodial care includes occupants that have the ability to respond to emergency situations and evacuate at a slower rate or who have mental and psychiatric complications, or both.
Group home. A facility for social rehabilitation or
substance abuse or mental health problems that contains a group housing
arrangement that provides custodial care but does not provide medical care.
Existing structure. A structure (i) for which a legal building permit has been issued under any edition of the USBC, (ii) which has been previously approved, or (iii) which was built prior to the initial edition of the USBC. For application of provisions in flood hazard areas, an existing structure is any building or structure for which the start of construction commenced before the effective date of the community's first flood plain management code, ordinance, or standard.
Owner. The owner or owners of the freehold of the premises or lesser estate therein, a mortgagee or vendee in possession, assignee of rents, receiver, executor, trustee or lessee in control of a building or structure.
Registered Design Professional (RDP). An architect or professional engineer, licensed to practice architecture or engineering, as defined under § 54.1-400 of the Code of Virginia.
Substantial damage. For the purpose of determining compliance with the flood provisions of this code, damage of any origin sustained by a structure whereby the cost of restoring the structure to its before-damaged condition would equal or exceed 50% of the market value of the structure before the damage occurred.
Substantial improvement. For the purpose of determining compliance with the flood provisions of this code, any improvement, including repair, reconstruction, rehabilitation, alteration, or addition, or other improvement of a building or structure or a portion thereof the cost of which equals or exceeds 50% of the market value of the building or structure before the improvement or repair is started. If the building or structure or portion thereof has sustained substantial damage, any improvements are considered substantial improvements regardless of the actual improvement performed. The term does not, however, include either:
1. Any project for improvement of a building or a structure or portion thereof required to correct existing health, sanitary, or safety code violations identified by the building official and that is the minimum necessary to assure safe living conditions; or
2. Any alteration of a historic structure, provided that the alteration will not preclude the building or structure's continued designation as a historic building or structure.
Swimming pool. An aquatic vessel A pool or spa as
defined in the International Swimming Pool and Spa Code (ISPSC).
Structure. An assembly of materials forming a construction for occupancy or use including stadiums, gospel and circus tents, reviewing stands, platforms, stagings, observation towers, radio towers, water tanks, storage tanks (underground and aboveground), trestles, piers, wharves, swimming pools, amusement devices, storage bins, and other structures of this general nature but excluding water wells. The word "structure" shall be construed as though followed by the words "or part or parts thereof" unless the context clearly requires a different meaning. "Structure" shall not include roadway tunnels and bridges owned by the Virginia Department of Transportation, which shall be governed by construction and design standards approved by the Virginia Commonwealth Transportation Board.
C. Delete the following definitions from Section 202 of the IBC:
Agricultural [ , ] building
Existing structure (For Chapter 34)
Approved
Historic buildings
13VAC5-63-220. Chapter 4 Special detailed requirements based on use and occupancy.
A. Delete Section 403.4.5 of the IBC.
B. Change Section 407.4.1.1 of the IBC to read:
407.4.1.1 Special locking arrangement. Means of egress doors shall be permitted to contain locking devices restricting the means of egress in areas in which the clinical needs of the patients require restraint of movement, where all of the following conditions are met:
1. The locks release upon activation of the fire alarm system or the loss of power.
2. The building is equipped with an approved automatic sprinkler system in accordance with Section 903.3.1.1.
3. A manual release device is provided at a nursing station responsible for the area.
4. A key-operated switch or other manual device is provided adjacent to each door equipped with the locking device. Such switch or other device, when operated, shall result in direct interruption of power to the lock -- independent of the control system electronics.
5. All staff shall have keys or other means to unlock the switch or other device or each door provided with the locking device.
C. Add Section 407.11 to the IBC to read:
407.11 Emergency power systems. Emergency power shall be provided for medical life support equipment, operating, recovery, intensive care, emergency rooms, fire detection and alarm systems in any Group I-2 occupancy licensed by the Virginia Department of Health as a hospital, nursing home or hospice facility.
D. Add Section 408.2.1 to the IBC to read:
408.2.1 Short-term holding areas. Short-term holding areas
shall be permitted to comply with Section 427 429.
E. Change Section 408.6 of the IBC to read:
408.6 Smoke barrier. Occupancies classified as Group I-3 shall have smoke barriers complying with Sections 408.8 and 709 to divide every story occupied by residents for sleeping, or any other story having an occupant load of 50 or more persons, into no fewer than two smoke compartments.
F. Change Section 408.9 of the IBC and add Sections 408.9.1 through 408.9.3 to the IBC to read:
408.9 Smoke control. Smoke control for each smoke compartment shall be in accordance with Sections 408.9.1 through 408.9.3.
Exception: Smoke compartments with operable windows or windows that are readily breakable.
408.9.1 Locations. An engineered smoke control system shall comply with Section 909 and shall be provided in the following locations:
1. Dormitory areas.
2. Celled areas.
3. General housing areas.
4. Intake areas.
5. Medical celled or medical dormitory areas.
6. Interior recreation areas.
408.9.2 Compliance. The engineered smoke control system shall provide and maintain a tenable environment in the area of origin and shall comply with all of the following:
1. Shall facilitate the timely evacuation and relocation of occupants from the area of origin.
2. Shall be independent of exhaust systems under Chapter 5 of the IMC.
3. Duration of operation in accordance with Section 909.4.6.
4. The pressurization method shall be permitted and shall provide a minimum of 24 air changes per hour of exhaust, and 20 air changes per hour of makeup, and shall comply with Section 909.6. If the pressurization method is not utilized, the exhaust method shall be provided and shall comply with Section 909.8.
408.9.3 Corridors. Egress corridors within smoke compartments shall be kept free and clear of smoke.
G. Add an exception to Section 414.1.1.1 to 414.2
of the IBC to read:
414.1.1.1 Amendments. The following changes shall be made to
the IFC for the use of this section:
1. Change Section 2306.8.1 of the IFC and add Section
2306.8.6 to the IFC to read:
2306.8.1 Listed. Dispensers shall be listed in accordance
with UL 87A. Hoses, nozzles, breakaway fittings, swivels, flexible connectors
or dispenser emergency shutoff valves, vapor recovery systems, leak detection
devices, and pumps used in alcohol-blended fuel-dispensing systems shall be
listed for the specific purpose.
2306.8.6 Compatibility. Dispensers shall only be used with
the fuels for which they have been listed, which are marked on the product.
Field installed components including hose assemblies, breakaway couplings,
swivel connectors, and hose nozzle valves shall be provided in accordance with
the listing and the marking on the unit.
2. Add the following reference standard to Chapter 80 of
the IFC:
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Exception: Higher education teaching and research laboratories shall be permitted to comply with Section 430.
H. Add Section 414.6.2 to the IBC to read:
414.6.2 Other regulations. The installation, repair, upgrade, and closure of underground and aboveground storage tanks subject to the Virginia State Water Control Board regulations 9VAC25-91 and 9VAC25-580 shall be governed by those regulations, which are hereby incorporated by reference to be an enforceable part of this code. Where differences occur between the provisions of this code and the incorporated provisions of the State Water Control Board regulations, the provisions of the State Water Control Board regulations shall apply. Provisions of the International Fire Code addressing closure of such tanks that are subject to the Virginia State Water Control Board regulations 9VAC25-91 and 9VAC25-580 shall not be applicable.
I. Change the title of Section 420 and change Sections
420.1 and 420.4 of the IBC to read:
Section 420 Groups I-1, R-1, R-2, R-3, and R-4.
420.1 General. Occupancies in Groups I-1, R-1, R-2, R-3, and
R-4 shall comply with the provisions of Sections 420.1 through 420.6 and other
applicable provisions of this code.
420.4 Smoke barriers in Group I-1 Condition 2. Smoke
barriers shall be provided in Group I-1 Condition 2 to subdivide every story
used by persons receiving care or treatment or sleeping and to divide other
stories, with an occupant load of 50 or more persons, into no fewer than two smoke
compartments. Such stories shall be divided into smoke compartments with an
area of not more than 22,500 square feet (2092 m2) and the travel
distance from any point in a smoke compartment to a smoke barrier door shall
not exceed 200 feet (60 960 mm). The smoke barrier shall be in accordance with
Section 709.
J. Add Section 420.4.1 to the IBC to read:
420.4.1 Refuge area. Refuge areas shall be provided within
each smoke compartment. The size of the refuge area shall accommodate the
occupants and care recipients from the adjoining smoke compartment. Where a
smoke compartment is adjoined by two or more smoke compartments, the minimum
area of the refuge area shall accommodate the largest occupant load of the
adjoining compartments. The size of the refuge area shall provide the
following:
1. Not less than 15 net square feet (1.4 m2) for
each care recipient.
2. Not less than 6 net square feet (0.56 m2) for
other occupants.
Areas or spaces permitted to be included in the calculation
of the refuge area are corridors, lounge, or dining areas and other low hazard
areas.
K. Change Section 420.5 of the IBC and add Section 420.6 to
the IBC to read:
420.5 Automatic sprinkler system. Group R occupancies shall
be equipped throughout with an automatic sprinkler system in accordance with
Section 903.2.8. Group I-1 occupancies shall be equipped throughout with an
automatic sprinkler system in accordance with Section 903.2.6. Quick response
or residential automatic sprinklers shall be installed in accordance with Section
903.3.2.
420.6 Fire alarm systems and smoke alarms. Fire alarm
systems and smoke alarms shall be provided in Groups I-1, R-1, R-2, and R-4
occupancies in accordance with Sections 907.2.6, 907.2.8, 907.2.9, and
907.2.10, respectively. Single-station or multiple-station smoke alarms shall
be provided in Groups I-1, R-2, R-3, and R-4 in accordance with Section
907.2.11.
L. I. Add IBC Section 425 427
Manufactured Homes and Industrialized Buildings.
M. J. Add Section 425.1 427.1 to
the IBC to read:
425.1 427.1 General. The provisions of this
section shall apply to the installation or erection of manufactured homes
subject to the Virginia Manufactured Home Safety Regulations (13VAC5-95) and
industrialized buildings subject to the Virginia Industrialized Building Safety
Regulations (13VAC5-91).
Note: Local building departments are also responsible for the enforcement of certain provisions of the Virginia Manufactured Home Safety Regulations (13VAC5-95) and the Virginia Industrialized Building Safety Regulations (13VAC5-91) as set out in those regulations.
N. K. Add Section 425.2 427.2 to
the IBC to read:
425.2 427.2 Site work for manufactured homes.
Footing design, basements, grading, drainage, decks, stoops, porches and utility
connections shall comply with the provisions of this code applicable to Group
R-5 occupancies. Additionally, all applicable provisions of Chapter 1 of this
code, including but not limited to requirements for permits, inspections,
certificates of occupancy and requiring compliance, are applicable to the
installation and set-up of a manufactured home. Where the installation or
erection of a manufactured home utilizes components that are to be concealed,
the installer shall notify the building official that an inspection is
necessary and assure that an inspection is performed and approved prior to
concealment of such components, unless the building official has agreed to an
alternative method of verification.
O. L. Add Section 425.2.1 427.2.1
to the IBC to read:
425.2.1 427.2.1 Relocated manufactured homes.
Installation, set-up, and site work for relocated manufactured homes shall
comply with the provisions of this code and shall include the option of using
the manufacturer's installations instructions or the federal Model Manufactured
Home Installation Standards (24 CFR Part 3285) for the technical requirements.
P. M. Add Section 425.2.2 427.2.2
to the IBC to read:
425.2.2 427.2.2 Alterations and repairs to
manufactured homes. Alterations and repairs to manufactured homes shall either
be in accordance with federal Manufactured Home Construction and Safety
Standards (24 CFR Part 3280) or in accordance with the alteration and repair
provisions this code.
Q. N. Add Section 425.2.3 427.2.3
to the IBC to read:
425.2.3 427.2.3 Additions to manufactured homes.
Additions to manufactured homes shall comply with this code and shall be
structurally independent of the manufactured home, or when not structurally
independent, shall be evaluated by an RDP to determine that the addition does
not cause the manufactured home to become out of compliance with federal
Manufactured Home Construction and Safety Standards (24 CFR Part 3280).
R. O. Add Section 425.3 427.3 to
the IBC to read:
425.3 427.3 Wind load requirements for
manufactured homes. Manufactured homes shall be anchored to withstand the wind
loads established by the federal regulation for the area in which the
manufactured home is installed. For the purpose of this code, Wind Zone II of
the federal regulation shall include the cities of Chesapeake, Norfolk,
Portsmouth, and Virginia Beach.
S. P. Add Section 425.4 427.4 to
the IBC to read:
425.4 427.4 Skirting requirements for
manufactured homes. As used in this section, "skirting" means a weather-resistant
material used to enclose the space from the bottom of the manufactured home to
grade. In accordance with § 36-99.8 of the Code of Virginia, manufactured homes
installed or relocated shall have skirting installed within 60 days of occupancy
of the home. Skirting materials shall be durable, suitable for exterior
exposures and installed in accordance with the manufacturer's installation
instructions. Skirting shall be secured as necessary to ensure stability, to
minimize vibrations, to minimize susceptibility to wind damage and to
compensate for possible frost heave. Each manufactured home shall have a
minimum of one opening in the skirting providing access to any water supply or
sewer drain connections under the home. Such openings shall be a minimum of 18
inches (457 mm) in any dimension and not less than three square feet (.28 m2)
in area. The access panel or door shall not be fastened in a manner requiring
the use of a special tool to open or remove the panel or door. On-site
fabrication of the skirting by the owner or installer of the home shall be
acceptable, provided that the material meets the requirements of this code. In
addition, as a requirement of this code, skirting for the installation and
set-up of a new manufactured home shall also comply with the requirements of 24
CFR Part 3285 Model Manufactured Home Installation Standards.
T. Q. Add Section 425.5 427.5 to
the IBC to read:
425.5 427.5 Site work for industrialized
buildings. Site work for the erection and installation of an industrialized
building shall comply with the manufacturer's installation instructions. To the
extent that any aspect of the erection or installation of an industrialized
building is not covered by the manufacturer's installation instructions, this
code shall be applicable, including the use of the IRC for any construction
work where the industrialized building would be classified as a Group R-5
building. In addition, all administrative requirements of this code for
permits, inspections, and certificates of occupancy are also applicable.
Further, the building official may require the submission of plans and
specifications for details of items needed to comprise the finished building
that are not included or specified in the manufacturer's instructions, including,
but not limited to, footings, foundations, supporting structures, proper
anchorage, and the completion of the plumbing, mechanical, and electrical
systems. Where the installation or erection of an industrialized building
utilizes components that are to be concealed, the installer shall notify the
building official that an inspection is necessary and assure that an inspection
is performed and approved prior to concealment of such components, unless the
building official has agreed to an alternative method of verification.
Exception: Temporary family health care structures installed pursuant to § 15.2-2292.1 of the Code of Virginia shall not be required or permitted to be placed on a permanent foundation, but shall otherwise remain subject to all pertinent provisions of this section.
U. R. Add Section 425.6 427.6 to
the IBC to read:
425.6 427.6 Relocated industrialized buildings;
alterations and additions. Industrialized buildings constructed prior to
January 1, 1972, shall be subject to Section 117 when relocated. Alterations
and additions to any existing industrialized buildings shall be subject to
pertinent provisions of this code. Building officials shall be permitted to
require the submission of plans and specifications for the model to aid in the
evaluation of the proposed alteration or addition. Such plans and
specifications shall be permitted to be submitted in electronic or other
available format acceptable to the building official.
V. S. Add Section 425.7 427.7 to
the IBC to read:
425.7 427.7 Change of occupancy of industrialized
buildings. Change of occupancy of industrialized buildings is regulated by the
Virginia Industrialized Building Safety Regulations (13VAC5-91). When the
industrialized building complies with those regulations for the new occupancy,
the building official shall issue a new certificate of occupancy under the
USBC.
W. T. Add IBC Section 426 428
Aboveground Liquid Fertilizer Tanks.
X. U. Add Sections 426.1 428.1
through 426.6 428.6 to the IBC to read:
426.1 428.1 General. This section shall apply to
the construction of ALFSTs and shall supersede any conflicting requirements in
other provisions of this code. ALFSTs shall also comply with any applicable
nonconflicting requirements of this code.
426.1.1 428.1.1 When change of occupancy rules
apply. A change of occupancy to use a tank as an ALFST occurs when there is a
change in the use of a tank from storing liquids other than liquid fertilizers
to a use of storing liquid fertilizer and when the type of liquid fertilizer
being stored has a difference of at least 20% of the specific gravity or
operating temperature, or both, or a significant change in the material's
compatibility.
426.2 428.2 Standards. Newly constructed welded
steel ALFSTs shall comply with API 650 and TFI RMIP, as applicable. Newly
constructed ALFSTs constructed of materials other than welded steel shall be
constructed in accordance with accepted engineering practice to prevent the
discharge of liquid fertilizer and shall be constructed of materials that are
resistant to corrosion, puncture or cracking. In addition, newly constructed
ALFSTs constructed of materials other than welded steel shall comply with TFI
RMIP, as applicable. For the purposes of this code, the use of TFI RMIP shall
be construed as mandatory and any language in TFI RMIP, such as, but not
limited to, the terms "should" or "may" which indicate that
a provision is only a recommendation or a guideline shall be taken as a
requirement. ALFSTs shall be placarded in accordance with NFPA 704.
Exception: Sections 4.1.4, 4.2.5, 5.1.2, 5.2.8, 5.3 and 8.1(d)(i) of TFI RMIP shall not be construed as mandatory.
426.3 428.3 Secondary containment. When ALFSTs
are newly constructed and when there is a change of occupancy to use a tank as
an ALFST, a secondary containment system designed and constructed to prevent
any liquid fertilizer from reaching the surface water, groundwater or adjacent
land before cleanup occurs shall be provided. The secondary containment system
may include dikes, berms or retaining walls, curbing, diversion ponds, holding
tanks, sumps, vaults, double-walled tanks, liners external to the tank, or
other approved means and shall be capable of holding up to 110% of the capacity
of the ALFST as certified by an RDP.
426.4 428.4 Repair, alteration and reconstruction
of ALFSTs. Repair, alteration and reconstruction of ALFSTs shall comply with
applicable provisions of API 653 and TFI RMIP.
426.5 428.5 Inspection. Applicable inspections as
required by and in accordance with API 653 and TFI RMIP shall be performed for
repairs and alterations to ALFSTS, the reconstruction of ALFSTs and when there
is a change of occupancy to use a tank as an ALFST. When required by API 653 or
TFI RMIP, such inspections shall occur prior to the use of the ALFST.
426.6 428.6 Abandoned ALFSTs. Abandoned ALFSTs
shall comply with applicable provisions of Section 5704.2.13.2 of the IFC.
Y. V. Add IBC Section 427 429
Short-term Holding Areas.
Z. W. Add Section 427.1 429.1 to
the IBC to read:
427.1 429.1 General. In all groups other than
Group E, short-term holding areas shall be permitted to be classified as the
main occupancy, provided all of the following are met:
1. Provisions are made for the release of all restrained or detained occupants of short-term holding areas at all times.
2. Aggregate area of short-term holding areas shall not occupy
more than 10% of the building area of the story in which they are located and
shall not exceed the tabular values for building area in Table 503 506.2,
without building area increases.
3. Restrained or detained occupant load of each short-term holding area shall not exceed 20.
4. Aggregate restrained or detained occupant load in short-term holding areas per building shall not exceed 80.
5. Compliance with Sections 408.3.7, 408.3.8, 408.4, and 408.7, as would be applicable to I-3 occupancies.
6. Requirements of the main occupancy in which short-term holding areas are located shall be met.
7. Fire areas containing short-term holding areas shall be provided with a fire alarm system and automatic smoke detection system complying with Section 907.2.6.3, as would be applicable to I-3 occupancies.
8. Where each fire area containing short-term holding areas exceeds 12,000 square feet (1115 m2), such fire areas shall be provided with an automatic sprinkler system complying with Section 903.3.
9. Short-term holding areas shall be separated from other short-term holding areas and adjacent spaces by smoke partitions complying with Section 710.
X. Add IBC Section 430 Higher Education Laboratories.
Y. Add Sections 430.1 through 430.4 to the IBC to read:
430.1 Scope. Group B teaching and research laboratories in educational occupancies above the 12th grade complying with the requirements of this section shall be permitted to comply with Table 430.3, 430.4(1), or 430.4(2) without requiring classification as a Group H occupancy. Except as specified in this section, such laboratories shall comply with all applicable provisions of this code. In addition, as set out in Section 5001.7 of the SFPC, approval under this section is contingent upon operational requirements in the SFPC being complied with and maintained.
430.2 Application. The provisions of this section shall be applied as exceptions or additions to applicable requirements of this code.
430.3 Laboratory suite construction. Where laboratory suites are provided, they shall be constructed in accordance with this section. The number of laboratory suites and percentage of maximum allowable quantities of hazardous materials in laboratory suites shall be in accordance with Table 430.3.
430.3.1 Separation from adjacent areas. Laboratory suites shall be separated from other portions of the building in accordance with the most restrictive of either (i) Table 430.3 with fire barriers constructed in accordance with Section 707 and horizontal assemblies constructed in accordance with Section 711 or (ii) Section 508.4. Where individual laboratories within a laboratory suite are separated from each other, the separation shall consist of one-hour fire barriers.
Exception: Where an individual laboratory suite occupies more than one story, the fire resistance rating of intermediate floors contained within the laboratory suite shall comply with the requirements of this code.
430.3.2 Separation from other laboratory suites. Laboratory suites shall be separated from other laboratory suites in accordance with Table 430.3.
430.3.3 Floor assembly fire resistance. The floor assembly supporting the laboratory suite and the construction supporting the floor of the laboratory suite shall have a fire resistance rating of not less than two hours.
Exception: The floor assembly of the laboratory suite and the construction supporting the floor of the laboratory suite are allowed to be one-hour fire resistance rated in buildings of Types IIA, IIIA, and VA construction, provided that the building is three or fewer stories.
430.3.4 Maximum number. The maximum number of laboratory suites per floor shall be in accordance with Table 430.3. Where a building contains both laboratory suites complying with Section 430.3 and control areas complying with Section 414.2, the total number of laboratory suites and control areas shall not exceed the maximum number of laboratory suites in accordance with Table 430.3.
430.3.5 Standby or emergency power. Standby or emergency power shall be provided in accordance with Section 414.5.2 where laboratory suites are located above the sixth story above grade plane or located in a story below grade plane.
430.3.6 Ventilation. Ventilation shall be in accordance with the International Mechanical Code. The design and installation of ducts from chemical fume hoods shall be in accordance with NFPA 91.
430.3.7 Liquid tight floor. Portions of the laboratory suite where hazardous materials are present shall be provided with a liquid tight floor.
430.3.8 Automatic fire sprinkler systems. Buildings shall be equipped throughout with an approved automatic sprinkler system in accordance with Section 903.3.1.1.
430.3.9 Automatic fire alarm and detection system. Laboratory suites shall be equipped throughout with an automatic fire detection system in accordance with Section 907.2. The building shall be equipped throughout with an automatic fire alarm system in accordance with Section 907.2.
430.3.10 Percentage of maximum allowable quantity in each laboratory suite. The percentage of maximum allowable quantities in each laboratory suite shall be in accordance with Table 430.3.
Table 430.3 Design and Number of Laboratory Suites Per Floor |
||||
Floor Level |
Percentage of the Maximum Allowable Quantity per Lab Suitea |
Number of Lab Suites per Floor |
Fire-Resistance Rating for Fire Barriers in Hoursb |
|
Above Grade Plane |
21+ |
5 |
1 |
2 |
16‑20 |
25 |
1 |
2 |
|
11‑15 |
50 |
1 |
2 |
|
7‑10 |
50 |
2 |
2 |
|
4‑6 |
75 |
4 |
1 |
|
3 |
100 |
6 |
1 |
|
1‑2 |
100 |
8 |
1 |
|
Below Grade Plane |
1 |
75 |
4 |
1 |
2 |
50 |
2 |
1 |
|
Lower than 2 |
Not Allowed |
Not Allowed |
Not Allowed |
|
a. Percentage shall be of the maximum allowable quantity per control area shown in Tables 307.1(1) and 307.1(2), with all increases allowed in the notes to those tables. b. Fire barriers shall include walls, floors, and ceilings necessary to provide separation from other portions of the building. |
430.4 Teaching and research laboratories utilizing control areas. Group B teaching and research laboratories in educational occupancies above the 12th grade utilizing control areas are permitted to increase amounts of hazardous materials stipulated in Section 414.2 without the laboratories being classified as Group H. The percentage of maximum allowable quantities of hazardous materials per control area and the number of control areas permitted at each floor level within a building shall be permitted to comply with Table 430.4(1) in buildings equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.1 or shall be permitted to comply with Table 430.4(2) in buildings not equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.1. In addition, as set out in Section 5001.7 of the SFPC, approval under this section is contingent upon operational requirements in the SFPC being complied with and maintained.
Table 430.4(1) Design and Number of Control Areas in Buildings Equipped Throughout with an Automatic Sprinkler System in Accordance with Section 903.3.1.1 with Group B Teaching and Research Laboratories in Educational Occupancies above the 12th Grade |
||||
Floor Level |
Percentage of the Maximum Allowable Quantity per Control Areaa |
Number of Control Areas per Floor |
Fire-Resistance Rating for Fire Barriers and Horizontal Assemblies in Hoursb |
|
Above Grade Plane |
Higher than 20 |
5 |
1 |
2 |
11-20 |
10 |
1 |
2 |
|
7-10 |
25 |
2 |
2 |
|
4-6 |
50 |
2 |
2 |
|
3 |
75 |
3 |
1 |
|
1-2 |
100 |
4 |
1 |
|
Below Grade Plane |
1 |
75 |
3 |
1 |
2 |
50 |
2 |
1 |
|
Lower than 2 |
Not Allowed |
Not Allowed |
Not Allowed |
|
a. Percentage shall be of the maximum allowable quantity per control area shown in Tables 307.1(1) and 307.1(2), with all increases allowed in the notes to those tables. b. Separation shall include fire barriers and horizontal assemblies as necessary to provide separation from other portions of the building. |
Table 430.4(2) Design and Number of Control Areas in Buildings Not Equipped Throughout with an Automatic Sprinkler System in Accordance with Section 903.3.1.1 with Group B Teaching and Research Laboratories in Educational Occupancies above the 12th Grade |
||||
Floor Level |
Percentage of the Maximum Allowable Quantity per Control Areaa |
Number of Control Areas per Floor |
Fire-Resistance Rating for Fire Barriers and Horizontal Assemblies in Hoursb |
|
Above Grade Plane |
Higher than 9 |
5 |
1 |
2 |
7-9 |
10 |
2 |
2 |
|
4-6 |
25 |
2 |
2 |
|
3 |
75 |
2 |
1 |
|
1-2 |
100 |
4 |
1 |
|
Below Grade Plane |
1 |
75 |
3 |
1 |
2 |
50 |
2 |
1 |
|
Lower than 2 |
Not Allowed |
Not Allowed |
Not Allowed |
|
a. Percentage shall be of the maximum allowable quantity per control area shown in Tables 307.1(1) and 307.1(2), with all increases allowed in the notes to those tables. b. Separation shall include fire barriers and horizontal assemblies as necessary to provide separation from other portions of the building. |
430.4.1 Separation requirements. Control areas shall be separated from each other and from other non-control areas by fire barriers constructed in accordance with Section 707 or horizontal assemblies constructed in accordance with Section 711, or both.
430.4.2 Fire resistance rating requirements. The required fire-resistance rating for fire barriers shall be in accordance with Table 430.4(1) in buildings equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.1 or in accordance with Table 430.4(2) in buildings not equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.1. The floor assembly of the control area and the construction supporting the floor of the control area shall have a fire-resistance rating in accordance with Table 430.4(1) in buildings equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.1 or in accordance with Table 430.4(2) in buildings not equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.1.
Exception: The floor assembly of the control area and the construction supporting the floor of the control area are allowed to be one-hour fire resistance rated in buildings of Types IIA, IIIA, and VA construction, provided that the building is three or fewer stories.
430.4.3 Standby or emergency power. Standby or emergency power shall be provided where control areas are located above the sixth floor level above grade plane or located in a floor level below grade plane.
430.4.4 Restricted materials in storage and use. Where approved by the building official, the storage and use of the following hazardous materials prohibited by Table 307.1(1) in buildings not equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.1, shall be allowed within a control area at 25% of Table 307.1(1) limits for a building equipped throughout with an automatic sprinkler system:
1. Pyrophorics.
2. Class 4 oxidizers.
No additional quantity increases shall be allowed. All such materials shall be stored and used in accordance with Section 5001.7 of the SFPC.
430.4.5 Automatic fire alarm and detection system. The building shall be equipped throughout with an automatic fire alarm system in accordance with Section 907.2, and control areas where hazardous materials are used or stored shall be equipped throughout with an automatic fire detection system in accordance with Section 907.2.
430.4.6 Ventilation. Ventilation shall be in accordance with the International Mechanical code.
13VAC5-63-225. Chapter 5 General building heights and areas.
(Repealed.)
A. Change Section 504.2 of the IBC to read:
504.2 Automatic sprinkler system increase. Where a building is
equipped throughout with an approved automatic sprinkler system in accordance
with Section 903.3.1.1, the value specified in Table 503 for maximum building
height is increased by 20 feet (6096 mm) and the maximum number of stories is
increased by one. These increases are permitted in addition to the building
area increase in accordance with Sections 506.2 and 506.3. For Group R
buildings equipped throughout with an approved automatic sprinkler system in
accordance with Section 903.3.1.2, the value specified in Table 503 for maximum
building height is increased by 20 feet (6096 mm) and the maximum number of
stories is increased by one, but shall not exceed 60 feet (18 288 mm) or four
stories, respectively.
Exception: The use of an automatic sprinkler system to
increase building heights shall not be permitted for the following conditions:
1. Buildings, or portions of buildings, classified as Group
I-1 Condition 2, of Type IIB, III, IV, or V construction or Group I-2
occupancies of Type IIB, III, IV, or V construction.
2. Buildings, or portions of buildings, classified as a
Group H-1, H-2, H-3, or H-5 occupancy.
3. Buildings where an automatic sprinkler system is
substituted for fire-resistance rated construction in accordance with Table
601, Note d.
B. Change Section 508.2.3 of the IBC to read:
508.2.3 Allowable building area and height. The allowable
building area and height of the building containing accessory occupancies shall
be based on the allowable building area and height for the main occupancy in
accordance with Section 503.1. The building area of the accessory occupancies
shall be in accordance with Section 508.2.1.
13VAC5-63-230. Chapter 7 Fire and smoke protection features.
A. Change Section 703.7 of the IBC to read:
703.7 Fire-resistance assembly marking. Where there is a concealed floor, floor-ceiling, or attic space, the fire walls, fire barriers, fire partitions, smoke barriers, or any other wall required to have protected openings or penetrations shall be designated above ceilings and on the inside of all ceiling access doors that provide access to such fire rated assemblies by signage having letters no smaller than one inch (25.4 mm) in height. Such signage shall indicate the fire-resistance rating of the assembly and the type of assembly and be provided at horizontal intervals of no more than eight feet (2438 mm).
Note: An example of suggested formatting for the signage would be "ONE HOUR FIRE PARTITION."
B. Change the exceptions to Section 705.2 of the IBC to read:
Exceptions:
1. Buildings on the same lot and considered as portions of one building in accordance with Section 705.3 are not required to comply with this section.
2. Decks and open porches of buildings of Groups R-3 and R-4.
C. Add Exception 4 to Section 706.5.2 of the IBC to read:
4. Decks and open porches of buildings in Groups R-3 and R-4.
D. Change Section 709.5 of the IBC to read:
709.5 Openings. Openings in a smoke barrier shall be
protected in accordance with Section 716.
Exceptions:
1. In Group I-1 Condition 2, Group I-2, and ambulatory care
facilities where doors are installed across corridors, a pair of
opposite-swinging doors without a center mullion shall be installed having
vision panels with fire-protection-rated glazing materials in
fire-protection-rated frames, the area of which shall not exceed that tested.
The doors shall be close fitting within operational tolerances and shall not
have undercuts in excess of 3/4-inch, louvers, or grilles. The doors shall have
head and jamb stops, astragals, or rabbets at meeting edges and shall be
automatic-closing by smoke detection in accordance with Section 716.5.9.3.
Where permitted by the door manufacturer's listing, positive-latching devices
are not required.
2. In Group I-1 Condition 2, Group I-2, and ambulatory care
facilities, horizontal sliding doors installed in accordance with Section
1008.1.4.3 and protected in accordance with Section 716.
E. Delete Sections 713.14.1 and 713.14.1.1.
F. Change Section 716.5.3.1 of the IBC to read:
716.5.3.1 Smoke and draft control. Fire door assemblies located in smoke barrier walls shall also meet the requirements for a smoke and draft control door assembly tested in accordance with UL 1784. The air leakage rate of the door assembly shall not exceed 3.0 cubic feet per minute per square foot (0.01524 m3/s ∙ m2) of door opening at 0.10 inch (24.9 Pa) of water for both the ambient temperature and elevated temperature tests. Louvers shall be prohibited. Installation of smoke doors shall be in accordance with NFPA 105.
E. Change Section 717.5.3 of the IBC to read:
717.5.3 Shaft enclosures. Shaft enclosures that are permitted to be penetrated by ducts and air transfer openings shall be protected with approved fire and smoke dampers installed in accordance with their listing.
Exceptions:
1. Fire and smoke dampers are not required where steel exhaust subducts extend at least 22 inches (559 mm) vertically in exhaust shafts, provided there is a continuous airflow upward to the outside.
2. Fire dampers are not required where penetrations are tested in accordance with ASTM E119 as part of the fire resistance-rated assembly.
3. Fire and smoke dampers are not required where ducts are used as part of an approved smoke control system in accordance with Section 909.
4. Fire and smoke dampers are not required where the penetrations are in parking garage exhaust or supply shafts that are separated from other building shafts by not less than two-hour fire-resistance-rated construction.
5. Smoke dampers are not required where the building is equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.1.
[ F. Add Section 717.6.2.2 to the IBC to read:
717.6.2.2 Equipment shutdown. Where ceiling radiation dampers are listed as static dampers, the HVAC equipment shall be effectively shut down to stop the airflow prior to the damper closing using one of the following methods:
1. A duct detector installed in the return duct.
2. An area smoke detector interlocked with the HVAC equipment.
3. A listed heat sensor installed in the return duct. ]
13VAC5-63-235. Chapter 8 Interior finishes.
Change Section 806.1.2 806.3 of the IBC to read:
806.1.2 806.3 Combustible decorative materials. The
permissible amount of decorative materials meeting the flame propagation
performance criteria of NFPA 701 In other than Group I-3, curtains,
draperies, fabric hangings, and similar combustible decorative materials
suspended from walls or ceilings shall comply with Section 806.4 and shall
not exceed 10% of the specific wall or ceiling area to which it is attached.
Fixed or movable walls and partitions, paneling, wall pads, and crash pads applied structurally or for decoration, acoustical correction, surface insulation, or other purposes shall be considered interior finish, shall comply with Section 803, and shall not be considered decorative materials or furnishings.
Exceptions:
1. In auditoriums or similar types of spaces in Group A, the
permissible amount of curtains, draperies, fabric hangings, and similar
combustible decorative material meeting the flame propagation
performance criteria of NFPA 701 materials suspended from walls or
ceilings shall not exceed 75% of the aggregate wall area where the building
is equipped throughout with an automatic sprinkler system in accordance with
Section 903.3.1.1, and where the material is installed in accordance
with Section 803.11 803.13 of this code.
2. In auditoriums or similar types of spaces in Group A, the permissible amount of decorative materials suspended from the ceiling, located no more than 12 inches (305 mm) from the wall, not supported by the floor, and meeting the flame propagation performance criteria of NFPA 701, shall not exceed 75% of the aggregate wall area when the building is equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.1.
3. In Group R-2 dormitories, within sleeping units and dwelling units, the permissible amount of curtains, draperies, fabric hangings, and similar decorative materials suspended from walls or ceiling shall not exceed 50% of the aggregate walls areas where the building is equipped throughout with an approved automatic sprinkler system installed in accordance with Section 903.3.1.
The 4. In Group B and M occupancies, the amount
of [ combustible ] fabric partitions suspended from the
ceiling and not supported by the floor in Groups B and M occupancies
shall comply with Section 806.4 and shall not be limited.
13VAC5-63-240. Chapter 9 Fire protection systems.
A. Add the following to the list of terms in Section 902.1 of the IBC:
Emergency communication equipment.
Emergency public safety personnel.
B. Change Section 903.2.1.2 of the IBC to read:
903.2.1.2 Group A-2. An automatic sprinkler system shall be provided for fire areas containing Group A-2 occupancies and intervening floors of the building where one of the following conditions exists:
1. The fire area exceeds 5,000 square feet (464.5m2);.
2. The fire area has an occupant load of 100 or more in night
clubs or 300 or more in other Group A-2 occupancies; or.
3. The fire area is located on a floor other than a level of exit discharge serving such occupancies.
4. The fire area contains a multitheater complex.
C. Change Item 2 of Section 903.2.1.3 of the IBC to read:
2. In Group A-3 occupancies other than places of religious
worship, the fire area has an occupant load of 300 or more [ ; or. ]
D. Change Section 903.2.3 of the IBC to read:
903.2.3 Group E. An automatic sprinkler system shall be provided for Group E occupancies as follows:
1. Throughout all Group E fire areas greater than 20,000 square feet (1858 m2) in area.
2. Throughout every portion of educational buildings below the lowest level of exit discharge serving that portion of the building.
Exception: An automatic sprinkler system is not required in any area below the lowest level of exit discharge serving that area where every classroom throughout the building has at least one exterior exit door at ground level.
E. Change Add Exception 4 to Section 903.2.6 to
read:
903.2.6 Group I. An automatic sprinkler system shall be
provided throughout all buildings with a Group I fire area.
Exceptions:
1. An automatic sprinkler system installed in accordance
with Section 903.3.1.2 shall be permitted in Group I-1 Condition 1 facilities.
2. An automatic sprinkler system is not required where Group
I-4 day care facilities are at the level of exit discharge and where every room
where care is provided has at least one exit door.
3. In buildings where Group I-4 day care is provided on
levels other than the level of exit discharge, an automatic sprinkler system in
accordance with Section 903.3.1.1 shall be installed on the entire floor where
care is provided and all floors between the level of care and the level of exit
discharge and all floors below the level of exit discharge, other than areas
classified as an open parking garage.
4. An automatic sprinkler system shall not be required for open-sided or chain link-sided buildings and overhangs over exercise yards 200 square feet (18.58 m2) or less in Group I-3 facilities, provided such buildings and overhangs are of noncombustible construction.
F. Change Section 903.2.7 of the IBC to read:
903.2.7 Group M. An automatic sprinkler system shall be provided throughout buildings containing a Group M occupancy where one of the following conditions exists:
1. A Group M fire area exceeds 12,000 square feet (1115 m2).
2. A Group M fire area is located more than three stories above grade plane.
3. The combined area of all Group M fire areas on all floors, including any mezzanines, exceeds 24,000 square feet (2230 m2).
G. Change Sections Section 903.2.8,
903.2.8.1, and 908.2.8.2 of the IBC to read:
903.2.8 Group R. An automatic sprinkler system installed in accordance with Section 903.3 shall be provided throughout all buildings with a Group R fire area, except for Group R-2 occupancies listed in the exceptions to this section when the necessary water pressure or volume, or both, for the system is not available:
Exceptions:
1. Group R-2 occupancies that do not exceed two stories, including basements that are not considered as a story above grade, and with a maximum of 16 dwelling units per fire area. Each dwelling unit shall have at least one door opening to an exterior exit access that leads directly to the exits required to serve that dwelling unit.
2. Group R-2 occupancies where all dwelling units are not more than two stories above the lowest level of exit discharge and not more than one story below the highest level of exit discharge of exits serving the dwelling unit and a two-hour fire barrier is provided between each pair of dwelling units. Each bedroom of a dormitory or boarding house shall be considered a dwelling unit under this exception.
903.2.8.1 Group R-3. An automatic sprinkler system installed
in accordance with Section 903.3.1.3 shall be permitted in Group R-3.
903.2.8.2 Group R-4 Condition 1. An automatic sprinkler
system installed in accordance with Section 903.3.1.3 shall be permitted in
Group R-4 Condition 1.
H. Add Sections 903.2.8.3, 903.2.8.3.1, 903.2.8.3.2, and
903.2.8.4 to the IBC to read:
903.2.8.3 Group R-4 Condition 2. An automatic sprinkler
system installed in accordance with Section 903.3.1.2 shall be permitted in
Group R-4 Condition 2. Attics shall be protected in accordance with Section
903.2.8.3.1 or 903.2.8.3.2.
903.2.8.3.1 Attics used for living purposes, storage, or
fuel fired equipment. Attics used for living purposes, storage, or fuel fired
equipment shall be protected throughout with automatic sprinkler system
installed in accordance with Section 903.3.1.2.
903.2.8.3.2 Attics not used for living purposes, storage, or
fuel fired equipment. Attics not used for living purposes, storage, or fuel
fired equipment shall be protected in accordance with one of the following:
1. Attics protected throughout by a heat detector system
arranged to activate the building fire alarm system in accordance with Section
907.2.10.
2. Attics constructed of noncombustible materials.
3. Attics constructed of fire-retardant-treated wood framing
complying with Section 2303.2.
4. The automatic fire sprinkler system shall be extended to
provide protection throughout the attic space.
903.2.8.4 Care facilities. An automatic sprinkler system
installed in accordance with 903.3.1.3 shall be permitted in care facilities
with 5 or fewer individuals in a single-family dwelling.
I. Add Section 903.3.1.2.2 to the IBC to read:
903.3.1.2.2 Attics. Sprinkler protection shall be provided for attics in buildings of Type III, IV or V construction in Group R-2 occupancies that are designed or developed and marketed to senior citizens 55 years of age or older and in Group I-1 occupancies in accordance with Section 7.2 of NFPA 13R.
J. Change Section 903.3.1.3 of the IBC to read:
903.3.1.3 NFPA 13D sprinkler systems. Automatic sprinkler
systems installed in one-family and two-family dwellings, Group R-3, Group R-4
Condition 1 and townhouses shall be permitted to be installed throughout in
accordance with NFPA 13D.
[ I. Add Section 903.3.5.1.1 to the IBC and change Section 903.3.5.2 of the IBC to Section 903.3.5.1.2; both to read as follows:
903.3.5.1.1 Limited area sprinkler systems. Limited area sprinkler systems serving fewer than 20 sprinklers on any single connection are permitted to be connected to the domestic service where a wet automatic standpipe is not available. Limited area sprinkler systems connected to domestic water supplies shall comply with each of the following requirements:
1. Valves shall not be installed between the domestic water riser control valve and the sprinklers.
Exception: An approved indicating control valve supervised in the open position in accordance with Section 903.4.
2. The domestic service shall be capable of supplying the simultaneous domestic demand and the sprinkler demand required to be hydraulically calculated by NFPA 13, NFPA 13R, or NFPA 13D.
903.3.5.1.2 Residential combination services. A single combination water supply shall be allowed provided that the domestic demand is added to the sprinkler demand as required by NFPA 13R.
J. Delete Section 903.3.5.2 of the IBC and Sections 903.3.8 through 903.3.8.5 of the IBC.
K. I. ] Change Section 903.4.2 of the IBC to
read:
903.4.2 Alarms. Approved audible devices shall be connected to every automatic sprinkler system. Such sprinkler water-flow alarm devices shall be activated by water flow equivalent to the flow of a single sprinkler of the smallest orifice size installed in the system. Alarm devices shall be provided on the exterior of the building in an approved location. Where a fire alarm system is installed, actuation of the automatic sprinkler system shall actuate the building fire alarm system. Group R-2 occupancies that contain 16 or more dwelling units or sleeping units, any dwelling unit or sleeping unit two or more stories above the lowest level of exit discharge, or any dwelling unit or sleeping unit more than one story below the highest level of exit discharge of exits serving the dwelling unit or sleeping unit shall provide a manual fire alarm box at an approved location to activate the suppression system alarm.
[ L. J. Add an exception to Change ]
Section [ 905.2 905.3.1 ] of the IBC to read:
[ Exception: The residual pressure of 100 psi for
2-1/2 inch hose connection and 65 psi for 1-1/2 inch hose connection is not
required in buildings equipped throughout with an automatic sprinkler system in
accordance with Section 903.3.1.1 or 903.3.1.2 and where the highest floor
level is not more than 150 feet above the lowest level of fire department
vehicle access.
905.3.1 Height. Class III standpipe systems shall be installed throughout buildings where the floor level of the highest story is located more than 30 feet (9144 mm) above the lowest level of fire department vehicle access, or where the floor level of the lowest story is located more than 30 feet (9144 mm) below the highest level of fire department vehicle access.
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 903.3.1.2.
2. Class I manual wet standpipes are allowed in buildings equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1 or Section 903.3.2 and 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 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.
4. 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.
5. Class I standpipes are allowed in basements equipped throughout with an automatic sprinkler system.
6. In determining the lowest level of fire department vehicle access, it shall not be required to consider either of the following:
6.1. Recessed loading docks for four vehicles or less.
6.2. Conditions where topography makes access from the fire department vehicle to the building impractical or impossible.
M. K. ] Change Item 1 of Section 906.1 of
the IBC to read:
1. In Groups A, B, E, F, H, I, M, R-1, R-4, and S occupancies.
Exceptions:
1. In Groups A, B, and E occupancies equipped throughout with quick response sprinklers, portable fire extinguishers shall be required only in locations specified in Items 2 through 6.
2. In Group I-3 occupancies, portable fire extinguishers shall be permitted to be located at staff locations and the access to such extinguishers shall be permitted to be locked.
[ N. L. ] Change Section 907.2.1.1 of
the IBC to read:
907.2.1.1 System initiation in Group A occupancies with an occupant load of 1,000 or more and in certain night clubs. Activation of the fire alarm in Group A occupancies with an occupant load of 1,000 or more and in night clubs with an occupant load of 300 or more shall initiate a signal using an emergency voice and alarm communications system in accordance with Section 907.5.2.2.
Exception: Where approved, the prerecorded announcement is allowed to be manually deactivated for a period of time, not to exceed three minutes, for the sole purpose of allowing a live voice announcement from an approved, constantly attended location.
[ M. O. ] Add Section
907.2.2.2 to the IBC to read:
907.2.2.2 Higher education laboratories. An automatic fire alarm and detection system shall be provided in Group B occupancies where an increase in hazardous materials is permitted in accordance with Section 430.
O. [ N. P. ] Change
Section 907.2.3 of the IBC to read:
907.2.3 Group E. A manual fire alarm system that activates the occupant notification system meeting the requirements of Section 907.5 and installed in accordance with Section 907.6 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.
Exceptions:
1. A manual fire alarm system is not required in Group E occupancies with an occupant load of 50 or less.
2. Manual fire alarm boxes are not required in Group E occupancies where all of the following apply:
2.1. Interior corridors are protected by smoke detectors.
2.2. Auditoriums, cafeterias, gymnasiums, and similar areas 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.
3. Manual fire alarm boxes shall not be required in Group E occupancies where the building is equipped throughout with an approved automatic sprinkler system installed in accordance with Section 903.3.1.1, the occupant notification system will activate on sprinkler water flow and manual activation is provided from a normally occupied location.
P. Change Section 907.2.6.1 of the IBC to read:
907.2.6.1 Group I-1. In Group I-1 occupancies, an automatic
smoke detection system shall be installed in corridors, waiting areas open to
corridors, and habitable spaces other than sleeping units and kitchens. The
system shall be activated in accordance with Section 907.5.
Exceptions:
1. For Group I-1 Condition 1, smoke detection in habitable
spaces is not required where the facility is equipped throughout with an
automatic sprinkler system in accordance with Section 903.3.1.1.
2. Smoke detection is not required for exterior balconies.
[ Q. O. ] Add an exception to Section
907.5.2.1.1 of the IBC to read:
Exception: Sound pressure levels in Group I-3 occupancies shall be permitted to be limited to only the notification of occupants in the affected smoke compartment.
R. Change Sections 908.7 and 908.7.1 of the IBC and add
Sections 908.7.2 and 908.7.3 to the IBC to read:
908.7 Carbon monoxide alarms. Carbon monoxide alarms shall
comply with this section.
908.7.1 Group I or R. Group I or R occupancies located in a
building containing a fuel-burning appliance or in a building which has an
attached garage shall be equipped with single-station carbon monoxide alarms.
The carbon monoxide alarms shall be listed as complying with UL 2034 and be
installed and maintained in accordance with NFPA 720 and the manufacturer's
instructions. An open parking garage, as defined in Chapter 2, or an enclosed
parking garage ventilated in accordance with Section 404 of the IMC shall not
be considered an attached garage.
Exception: Sleeping units or dwelling units which do not
themselves contain a fuel-burning appliance or have an attached garage, but
which are located in a building with a fuel-burning appliance or an attached
garage, need not be equipped with single-station carbon monoxide alarms
provided that:
1. The sleeping unit or dwelling unit is located more than
one story above or below any story which contains a fuel-burning appliance or
an attached garage;
2. The sleeping unit or dwelling unit is not connected by
duct work or ventilation shafts to any room containing a fuel-burning appliance
or to an attached garage; and
3. The building is equipped with a common area carbon
monoxide alarm system.
908.7.2 Group E. Classrooms in E occupancies located in a
building containing a fuel-burning appliance or in a building which has an
attached garage or small engine or vehicle shop shall be equipped with
single-station carbon monoxide alarms. The carbon monoxide alarms shall be
listed as complying with UL 2034 and be installed and maintained in accordance
with NFPA 720 and the manufacturer's instructions. An open parking garage, as
defined in Chapter 2, or an enclosed parking garage ventilated in accordance
with Section 404 of the IMC shall not be considered an attached garage.
Exception: Classrooms which do not themselves contain a
fuel-burning appliance or have an attached garage, but which are located in a
building with a fuel-burning appliance or an attached garage, need not be
equipped with single-station carbon monoxide alarms provided that:
1. The classroom is located more than 100 feet from the
fuel burning appliance or attached garage or located more than one story above
or below any story which contains a fuel-burning appliance or attached garage;
and
2. The classroom is not connected by duct work or
ventilation shafts to any room containing a fuel-burning appliance.
908.7.3 Carbon monoxide detection systems. Carbon monoxide
detection systems, which include carbon monoxide detectors and audible
notification appliances, installed and maintained in accordance with this
section for carbon monoxide alarms and NFPA 720 shall be permitted. The carbon
monoxide detectors shall be listed as complying with UL 2075.
S. [ P. R. ] Change
Section 909.6 of the IBC to read:
909.6 Pressurization method. When approved by the building official, the means of controlling smoke shall be permitted by pressure differences across smoke barriers. Maintenance of a tenable environment is not required in the smoke-control zone of fire origin.
T. [ Q. S. ] Change
Section 911.1.3 of the IBC to read:
911.1.3 Size. The fire command center shall be a minimum of 96 square feet (9 m2) in area with a minimum dimension of eight feet (2438 mm).
Exception: Where it is determined by the building official, after consultation with the fire chief, that specific building characteristics require a larger fire command center, the building official may increase the minimum required size of the fire command center up to 200 square feet (19 m2) in area with a minimum dimension of up to 10 feet (3048 mm).
[ T. Change Sections 912.4 and 912.4.2 of the IBC to read:
912.4 Access. Immediate access to fire department connections shall be provided without obstruction by fences, bushes, trees, walls or any other fixed or moveable object. Access to fire department connections shall be approved by the fire chief.
Exception: Fences, where provided with an access gate equipped with a sign complying with the legend requirements of this section and a means of emergency operation. The gate and the means of emergency operation shall be approved by the fire chief.
912.4.2 Clear space around connections. A working space of not less than 36 inches (762 mm) in width, 36 inches (914 mm) in depth and 78 inches (1981 mm) in height shall be provided in front of and to the sides of wall-mounted fire department connections and around the circumference of free-standing fire department connections, except as otherwise required or approved by the fire chief.
R. U. ] Replace Section 915 of
the IBC with the following:
915.1 Carbon monoxide alarms. Carbon monoxide alarms shall comply with this section.
915.2 Group I or R. Group I or R occupancies located in a building containing a fuel-burning appliance or in a building that has an attached garage shall be equipped with single-station carbon monoxide alarms. The carbon monoxide alarms shall be listed as complying with UL 2034 and be installed and maintained in accordance with NFPA 720 and the manufacturer's instructions. An open parking garage, as defined in Chapter 2, or an enclosed parking garage ventilated in accordance with Section 404 of the IMC shall not be considered an attached garage.
Exception: Sleeping units or dwelling units that do not themselves contain a fuel-burning appliance or have an attached garage but that are located in a building with a fuel-burning appliance or an attached garage, need not be equipped with single-station carbon monoxide alarms provided that:
1. The sleeping unit or dwelling unit is located more than one story above or below any story that contains a fuel-burning appliance or an attached garage;
2. The sleeping unit or dwelling unit is not connected by duct work or ventilation shafts to any room containing a fuel-burning appliance or to an attached garage; and
3. The building is equipped with a common area carbon monoxide alarm system.
915.3 Group E. Classrooms in E occupancies located in a building containing a fuel-burning appliance or in a building that has an attached garage or small engine or vehicle shop shall be equipped with single-station carbon monoxide alarms. The carbon monoxide alarms shall be listed as complying with UL 2034 and be installed and maintained in accordance with NFPA 720 and the manufacturer's instructions. An open parking garage, as defined in Chapter 2, or an enclosed parking garage ventilated in accordance with Section 404 of the IMC shall not be considered an attached garage.
Exception: Classrooms that do not themselves contain a fuel-burning appliance or have an attached garage but are located in a building with a fuel-burning appliance or an attached garage, need not be equipped with single-station carbon monoxide alarms provided that:
1. The classroom is located more than 100 feet from the fuel burning appliance or attached garage or located more than one story above or below any story which contains a fuel-burning appliance or attached garage; and
2. The classroom is not connected by duct work or ventilation shafts to any room containing a fuel-burning appliance.
915.4 Carbon monoxide detection systems. Carbon monoxide detection systems, which include carbon monoxide detectors and audible notification appliances, installed and maintained in accordance with this section for carbon monoxide alarms and NFPA 720 shall be permitted. The carbon monoxide detectors shall be listed as complying with UL 2075.
U. [ S. V. ] Change the
title of IBC Section 915 916 to read:
In-Building Emergency Communications Coverage.
V. [ T. W. ] Change
Section 915.1 916.1 of the IBC to read:
915.1 916.1 General. For localities utilizing
public safety wireless communications, dedicated infrastructure to accommodate
and perpetuate continuous in-building emergency communication equipment to
allow emergency public safety personnel to send and receive emergency
communications shall be provided in new buildings and structures in accordance
with this section.
Exceptions:
1. Buildings of Use Groups A-5, I-4, within dwelling units of R-2, R-3, R-4, R-5, and U.
2. Buildings of Types IV and V construction without basements, that are not considered unlimited area buildings in accordance with Section 507.
3. Above grade single story buildings of less than 20,000 square feet.
4. Buildings or leased spaces occupied by federal, state, or local governments, or the contractors thereof, with security requirements where the building official has approved an alternative method to provide emergency communication equipment for emergency public safety personnel.
5. Where the owner provides technological documentation from a qualified individual that the structure or portion thereof does not impede emergency communication signals.
W. [ U. X. ] Add
Sections 915.1.1, 915.1.2 916.1.1, 916.1.2, and 915.1.3 916.1.3
to the IBC to read:
915.1.1 916.1.1 Installation. The building owner
shall install radiating cable, such as coaxial cable or equivalent. The
radiating cable shall be installed in dedicated conduits, raceways, plenums,
attics, or roofs, compatible for these specific installations as well as other
applicable provisions of this code. The locality shall be responsible for the
installation of any additional communication equipment required for the
operation of the system.
915.1.2 916.1.2 Operations. The locality will
assume all responsibilities for the operation and maintenance of the emergency
communication equipment. The building owner shall provide sufficient
operational space within the building to allow the locality access to and the
ability to operate in-building emergency communication equipment.
915.1.3 916.1.3 Inspection. In accordance with
Section 113.3, all installations shall be inspected prior to concealment.
X. [ V. Y. ] Add Section
915.2 916.2 to the IBC to read:
915.2 916.2 Acceptance test. Upon completion of
installation, after providing reasonable notice to the owner or their
representative, emergency public safety personnel shall have the right during normal
business hours, or other mutually agreed upon time, to enter onto the property
to conduct field tests to verify that the required level of radio coverage is
present at no cost to the owner. Any noted deficiencies in the installation of
the radiating cable or operational space shall be provided in an inspection
report to the owner or the owner's representative.
13VAC5-63-245. Chapter 10 Means of egress.
A. Delete Section 1001.4 of the IBC.
B. Change Section 1004.3 of the IBC to read:
1004.3 Posting of occupant load. Every room or space that is an assembly occupancy and where the occupant load of that room or space is 50 or more shall have the occupant load of the room or space posted in a conspicuous place, near the main exit or exit access doorway from the room or space. Posted signs shall be of an approved legible permanent design and shall be maintained by the owner or the owner's authorized agent.
C. Change the exception to Exception 1 of
Section 1005.3.1 of the IBC to read:
Exception:
1. For other than Groups H and I-2 occupancies, the capacity, in inches (mm), of means of egress stairways shall be calculated by multiplying the occupant load served by such stairway by a means of egress capacity factor of 0.2 inch (5.1 mm) per occupant in buildings equipped with an automatic sprinkler system installed in accordance with Section 903.3.1.1 or 903.3.1.2.
D. Change the exception to Exception 1 of
Section 1005.3.2 of the IBC to read:
Exception:
1. For other than Groups H and I-2 occupancies, the capacity, in inches (mm), of means of egress components other than stairways shall be calculated by multiplying the occupant load served by such component by a means of egress capacity factor of 0.15 inch (3.8 mm) per occupant in buildings equipped with an automatic sprinkler system installed in accordance with Section 903.3.1.1 or 903.3.1.2.
E. Change Exception 1 of Section 1006.2.1 of the IBC to read:
1. In Group R-2 and R-3 occupancies, one means of egress is permitted within and from individual dwelling units with a maximum occupant load of 20 where the dwelling unit is equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.1 or 903.3.1.2 and the common path of egress travel does not exceed 125 feet (38 100 mm). This exception shall also apply to Group R-2 occupancies where Section 903.2.8, Exception 1 or 2 is applicable.
F. Change the number "49" to "50" in the "Maximum Occupant Load of Space" column in the "Ac, E, M," "B," "F," and "U" rows of Table 1006.2.1 of the IBC.
G. Change the number "49" to "50" in the "Maximum Occupant Load per Story" column of the "A, Bb, E, F, M, U" row of Table 1006.3.2(2).
H. Change Section 1007.6.2 1009.6.4 of
the IBC to read:
1007.6.2 1009.6.4 Separation. Each area of refuge
shall be separated from the remainder of the story by a smoke barrier complying
with Section 709 or a horizontal exit complying with Section 1025 1026.
Each area of refuge shall be designed to minimize the intrusion of smoke.
Exceptions:
1. Areas of refuge located within an exit enclosure for
interior exit stairways complying with Section 1023.
2. Areas of refuge in outdoor facilities where exit access is essentially open to the outside.
3. Areas of refuge where the area of refuge and areas served by the area of refuge are equipped throughout with an automatic sprinkler system installed in accordance with Section 903.3.1.1 or 903.3.1.2.
F. I. Change Item 2 of Section 1008.1.9.3
1010.1.9.3 of the IBC to read:
2. In buildings in occupancy Groups B, F, M and S, the main exterior door or doors are permitted to be equipped with key-operated locking devices from the egress side provided:
2.1. The locking device is readily distinguishable as locked.
2.2. A readily visible durable sign is posted on the egress
side on or adjacent to the door stating: THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING
THIS SPACE IS OCCUPIED. The sign shall be in letters one inch (25 mm)
high on a contrasting background.
2.3. The use of the key-operated locking device is revokable by the building official for due cause.
G. J. Delete Section 1008.1.9.6 1010.1.9.6
of the IBC.
H. Change Sections 1008.1.9.7 and 1008.1.9.8 K. Add
an exception to Section 1010.1.9.7 of the IBC to read:
1008.1.9.7 Delayed egress locks. In other than Groups A, E,
and H, approved, listed, delayed egress locks shall be permitted to be
installed on doors in buildings which are equipped throughout with an automatic
sprinkler system in accordance with Section 903.3.1.1 or an approved automatic
smoke or heat detection system installed in accordance with Section 907,
provided that the doors unlock in accordance with Items 1 through 6 below. A
building occupant shall not be required to pass through more than one door
equipped with a delayed egress lock before entering an exit.
1. The doors unlock upon actuation of the automatic
sprinkler system or automatic fire detection system.
2. The doors unlock upon loss of power controlling the lock
or lock mechanism.
3. The door locks shall have the capability of being
unlocked by a signal from the fire command center.
4. The initiation of an irreversible process which will
release the latch in not more than 15 seconds when a force of not more than 15
pounds (67 N) is applied for 1 second to the release device. Initiation of the
irreversible process shall activate an audible signal in the vicinity of the
door. Once the door lock has been released by the application of force to the
releasing device, relocking shall be by manual means only.
Exception: Where approved, a delay of not more than 30
seconds is permitted.
5. A sign shall be provided on the door located above and
within 12 inches (305 mm) of the release device reading: PUSH UNTIL ALARM
SOUNDS. DOOR CAN BE OPENED IN 15 SECONDS.
Exception: Where approved, such sign shall read: PUSH UNTIL
ALARM SOUNDS. DOOR CAN BE OPENED IN 30 SECONDS.
6. Emergency lighting shall be provided at the door.
Exception: Approved, listed, delayed egress locks shall be permitted to be installed on doors serving Group A-3 airport facilities, provided they are installed in accordance with this section.
1008.1.9.8 Sensor release of electronically locked egress
doors. The electric locks on sensor released doors located in a means of egress
in buildings with an occupancy in Group A, B, E, I-1, I-2, I-4, M, R-1, or R-2
and entrance doors to tenant spaces in occupancies in Group A, B, E, I-1, I-2,
I-4, M, R-1, or R-2 are permitted where installed and operated in accordance
with all of the following criteria:
1. The sensor shall be installed on the egress side
arranged to detect an occupant approaching the doors. The doors shall be
arranged to unlock by a signal from or loss of power to the sensor.
2. Loss of power to the lock or locking system shall
automatically unlock the doors.
3. The doors shall be arranged to unlock from a manual
unlocking device located 40 inches to 48 inches (1016 mm to 1219 mm) vertically
above the floor and within five feet (1524 mm) of the secured doors. Ready
access shall be provided to the manual unlocking device and the device shall be
clearly identified by a sign that reads "PUSH TO EXIT." When
operated, the manual unlocking device shall result in direct interruption of
power to the lockindependent of locking system electronicsand the doors shall
remain unlocked for not less than 30 seconds.
4. Activation of the building fire alarm system, if
provided, shall automatically unlock the doors, and the doors shall remain
unlocked until the fire alarm system has been reset.
5. Activation of the building automatic sprinkler or fire
detection system, if provided, shall automatically unlock the doors. The doors
shall remain unlocked until the fire alarm system has been reset.
6. The door locking system units shall be listed in
accordance with UL 294.
L. Change Section 1010.1.6 of the IBC to read:
1010.1.6 Landings at doors. Landings shall have a width not less than the width of the stairway or the door, whichever is greater. Doors in the fully open position shall not reduce a required dimension by more than 7 inches (178 mm). Where a landing serves an occupant load of 50 or more, other doors, gates, or turnstiles in any position shall not reduce the landing to less than one-half its required width nor prevent a door, gate, or turnstile from opening to less than one-half of the required landing width. Landings shall have a length measured in the direction of travel of not less than 44 inches (1118 mm).
Exception: Landing length in the direction of travel in Groups R-3 and U and within individual units of Group R-2 need not exceed 36 inches (914 mm).
I. Delete the exception in M. Change Section 1008.1.10
1010.1.10 of the IBC. to read:
1010.1.10 Panic and fire exit hardware. Doors serving a Group H occupancy and doors serving rooms or spaces with an occupant load of 50 or more in a Group A or E occupancy shall not be provided with a latch or lock other than panic hardware or fire exit hardware.
Exception: Doors serving a Group A or E occupancy shall be permitted to be electromagnetically locked in accordance with Section 1010.1.9.9.
J. N. Add Section 1008.1.11 1010.1.11
to the IBC to read:
1008.1.11 1010.1.11 Locking certain residential
sliding doors. In dwelling units of Group R-2 buildings, exterior sliding doors
which are one story or less above grade, or shared by two dwelling units, or
are otherwise accessible from the outside, shall be equipped with locks. The
mounting screws for the lock case shall be inaccessible from the outside. The
lock bolt shall engage the strike in a manner that will prevent it from being
disengaged by movement of the door.
Exception: Exterior sliding doors which are equipped with removable metal pins or charlie bars.
K. O. Add Section 1008.1.12 1010.1.12
to the IBC to read:
1008.1.12 1010.1.12 Door viewers in certain
residential buildings. Entrance doors to dwelling units of Group R-2 buildings
shall be equipped with door viewers with a field of vision of not less than 180
degrees.
Exception: Entrance doors having a vision panel or side vision panels.
L. P. Change Exception 5 3 of
Section 1009.7.2 1011.5.2 of the IBC to read:
5. 3. In Group R-3 occupancies; within dwelling
units in Group R-2 occupancies; and in Group U occupancies that are accessory to
a Group R-3 occupancy or accessory to individual dwelling units in Group R-2
occupancies; the maximum riser height shall be 8.25 inches (210 mm); the
minimum tread depth shall be 9 inches (229 mm); the minimum winder tread depth
at the walk line shall be 10 inches (254 mm); and the minimum winder tread
depth shall be 6 inches (152 mm). A nosing not less than 0.75 inch (19.1 mm)
but not more than 1.25 inches (32 mm) shall be provided on stairways with solid
risers where the tread depth is less than 11 inches (279 mm).
Q. Change Section 1011.6 of the IBC to read:
1011.6 Stairway landings. There shall be a floor or landing at the top and bottom of each stairway. The width of landings shall be not less than the width of stairways served. Every landing shall have a minimum width measured perpendicular to the direction of travel equal to the width of the stairway. Where the stairway has a straight run the depth need not exceed 48 inches (1219 mm). Doors opening onto a landing shall not reduce the landing to less than one-half the required width. When fully open, the door shall not project more than 7 inches (178 mm) into a landing. Where wheelchair spaces are required on the stairway landing in accordance with Section 1009.6.3, the wheelchair space shall not be located in the required width of the landing and doors shall not swing over the wheelchair spaces.
Exceptions:
1. Where stairways connect stepped aisles to cross aisles or concourses, stairway landings are not required at the transition between stairways and stepped aisles constructed in accordance with Section 1029.
2. A floor or landing is not required at the top of an interior flight of exit access stairs within individual dwelling units and sleeping units of Group R-2 occupancies and dwelling units of Group R-3 occupancies, including stairs in an enclosed private garage serving only an individual dwelling unit, provided that a door does not swing over the stairs.
M. R. [ Change Section 1011.16 of the
IBC to read:
1011.16 Ladders. Permanent ladders shall not serve as a part of the means of egress from occupied spaces within a building. Permanent ladders shall be permitted to provide access to the following areas:
1. Spaces frequented only by personnel for maintenance, repair, or monitoring of equipment.
2. Nonoccupiable spaces accessed only by catwalks, crawl spaces, freight elevators, or very narrow passageways.
3. Raised areas used primarily for purposes of security, life safety, or fire safety including observation galleries, prison guard towers, fire towers, or lifeguard stands.
4. Elevated levels in Group U not open to the general public.
5. Nonoccupied roofs that are not required to have stairway access in accordance with Section 1011.12.1.
S. ] Change Section 1013.8 1015.8 of
the IBC to read:
1013.8 1015.8 Window sills openings.
In Occupancy Groups Windows in Group R-2 and R-3, one-family
and two-family and multiple-family dwellings, buildings including
dwelling units where the opening top of the sill portion
of an operable window opening is located less than 18 inches (457 mm)
above the finished floor and more than 72 inches (1829 mm) above the
finished grade or other surface below, the lowest part of the clear opening
of the window shall be at a height not less than 18 inches (457 mm) above the
finished floor surface of the room in which the window is located. Operable
sections of windows shall not permit openings that allow passage of a
4-inch-diameter (102 mm) sphere where such openings are located within 18
inches (457 mm) of the finished floor. on the exterior of the building
shall comply with one of the following:
Exceptions:
1. Operable windows where the top of the sill portion
of the opening is located more than 75 feet (22 860 mm) above the finished
grade or other surface below and that are provided with window fall prevention
devices that comply with ASTM F 2006.
2. Windows whose Operable windows where the
openings will not allow a 4-inch diameter (102 mm) sphere to pass through the
opening when the window is in its largest opened position.
3. Openings that Operable windows where the openings
are provided with window fall prevention devices that comply with ASTM F 2090.
4. Windows Operable windows that are provided
with window opening control devices that comply with Section 1013.8.1 1015.8.1.
N. [ S. T. ] Add
Exception 3 to Item 4 5 of Section 1014.2 1016.2 of
the IBC to read:
3. A maximum of one exit access is permitted to pass through kitchens, store rooms, closets or spaces used for similar purposes provided such a space is not the only means of exit access.
O. Change Exception 1 in Item 1 of Section 1015.1 of the
IBC to read:
1. In Groups R-2 and R-3 occupancies, one means of egress is
permitted within and from individual dwelling units with a maximum occupant
load of 20 where the dwelling unit is equipped throughout with an automatic
sprinkler system in accordance with Section 903.3.1.1 or 903.3.1.2. This
exception shall also apply to Group R-2 occupancies where Section 903.2.8,
Exception 1 or 2 is applicable.
P. Change Table 1015.1 of the IBC to read:
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Q. Change Exception 2 of Section 1015.2.1 of the IBC to
read:
2. Where a building is equipped throughout with an automatic
sprinkler system in accordance with Section 903.3.1.1 or 903.3.1.2, the
separation distance of the exit doors or exit access doorways shall not be less
than one-fourth of the length of the maximum overall diagonal dimension of the
area served.
R. Add Section 1016.2.2 to the IBC to read:
1016.2.2 Group F-1 and S-1 increase. The maximum exit access
travel distance shall be 400 feet (122 m) in Group F-1 or S-1 occupancies where
all of the following are met:
1. The portion of the building classified as Group F-1 or
S-1 is limited to one story in height;
2. The minimum height from the finished floor to the bottom
of the ceiling or roof slab or deck is 24 feet (7315 mm); and
3. The building is equipped throughout with an automatic
fire sprinkler system in accordance with Section 903.3.1.1.
S. Add the following text to footnote "a" of
Table 1016.2 of the IBC to read:
Section 1016.2.2: For increase distance limitation in Group
F-1 and Group S-1.
T. Change Exception 2 of Section 1018.1 of the IBC to read:
2. A fire-resistance rating is not required for corridors
contained within a dwelling or sleeping unit in an occupancy in Group I-1 and
Group R.
[ U. T. ] Change Table 1018.1 1020.1
of the IBC to read:
|
Table |
|||
|
Occupancy |
Occupant Load Served By Corridor |
Required Fire-Resistance Rating (hours) |
|
|
Without sprinkler system |
With sprinkler systemb |
||
|
H-1, H-2, H-3 |
All |
Not Permitted |
1 |
|
H-4, H-5 |
Greater than 30 |
Not Permitted |
1 |
|
A, B, E, F, M, S, U |
Greater than 30 |
1 |
0 |
|
R |
Greater than 10 |
1 |
0.5 |
|
I-2a, I-4 |
All |
Not Permitted |
0 |
|
I-1, I-3 |
All |
Not Permitted |
0 |
|
a. For requirements for occupancies in Group I-2, see Sections 407.2 and 407.3. b. Buildings equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.1 or 903.3.1.2 where allowed. |
[ V. U. ] Add an additional row to Table
1018.2 1020.2 of the IBC to read:
|
Occupancy |
Width (minimum) |
|
In corridors of Group I-2 assisted living facilities licensed by the Virginia Department of Social Services serving areas with wheelchair, walker, and gurney traffic where residents are capable of self-preservation or where resident rooms have a means of egress door leading directly to the outside. |
44 inches |
W. Change the first row in Table 1021.2(2) to read:
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[ W. Change Section 1023.5 of the IBC to read:
1023.5 Penetrations. Penetrations into or through interior exit stairways and ramps are prohibited except for equipment and ductwork necessary for independent ventilation or pressurization, sprinkler piping, standpipes, electrical raceway for fire department communication systems, and electrical raceway serving the interior exit stairway and ramp and terminating at a steel box not exceeding 16 square inches (0.010 m2). Such penetrations shall be protected in accordance with Section 714. There shall not be penetrations or communication openings, whether protected or not, between adjacent interior exit stairways and ramps.
Exceptions:
1. Membrane penetrations shall be permitted on the outside of the interior exit stairway and ramp. Such penetrations shall be protected in accordance with Section 714.3.2.
2. For buildings in other than Group H, with no more than two stories above grade plane and are equipped throughout with an approved automatic sprinkler system in accordance with Section 903.3.1.1, structural members, other than columns, that are part of the primary structural frame supporting the roof sheathing, roof slab or roof deck only and structural members that are secondary members supporting the roof sheathing, roof slab or roof deck only, shall be permitted to penetrate an interior exit stairway enclosure or a ramp enclosure. Such penetrations shall be protected in accordance with Section 714.
X. V. ] Change Section 1022.9 1023.9
of the IBC to read:
1022.9 1023.9 Floor identification signs. A sign
shall be provided at each floor landing in exit enclosures connecting more than
three stories designating the floor level, the terminus of the top and bottom
of the exit enclosure and the identification of the stair or ramp by
designation with a letter of the alphabet. The signage shall also state the
story of, and the direction to, the exit discharge and the availability of roof
access from the enclosure for the fire department. The sign shall be located
five feet (1524 mm) above the floor landing in a position that is readily
visible when the doors are in the open and closed positions. Floor level
identification signs in tactile characters complying with ICC A117.1 shall be
located at each floor level landing adjacent to the door leading from the
enclosure into the corridor to identify the floor level.
[ Y. Change Section 1024.6 of the IBC to read:
1024.6 Penetrations. Penetrations into or through an exit passageway are prohibited except for equipment and ductwork necessary for independent pressurization, sprinkler piping, standpipes, electrical raceway for fire department communication and electrical raceway serving the exit passageway and terminating at a steel box not exceeding 16 square inches (0.010 m2). Such penetrations shall be protected in accordance with Section 714. There shall not be penetrations or communicating openings, whether protected or not, between adjacent exit passageways.
Exceptions:
1. Membrane penetrations shall be permitted on the outside of the exit passageway. Such penetrations shall be protected in accordance with Section 714.3.2.
2. For buildings in other than Group H, with no more than two stories above grade plane and are equipped throughout with an approved automatic sprinkler system in accordance with Section 903.3.1.1, structural members, other than columns, which are part of the primary structural frame supporting the roof sheathing, roof slab or roof deck only and structural members which are secondary members supporting the roof sheathing, roof slab or roof deck only, shall be permitted to penetrate an interior exit stairway enclosure or a ramp enclosure. Such penetrations shall be protected in accordance with Section 714. ]
Y. [ W. Z. ] Change
Section 1024.1 1025.1 of the IBC to read:
1024.1 1025.1 General. Approved luminous egress
path markings delineating the exit path shall be provided in buildings of
Groups A, B, E, I, M and R-1 having occupied floors located more than 420 feet
(128 016 mm) above the lowest level of fire department vehicle access in
accordance with Sections 1024.1 1025.1 through 1024.5 1025.5.
Exception: Luminous egress path markings shall not be required
on the level of exit discharge in lobbies that serve as part of the exit path
in accordance with Section 1027.1 1028.1, Exception 1.
[ AA. Change Section 1030.1 of the IBC to read:
1030.1 General. In addition to the means of egress required by this chapter, provisions shall be made for emergency escape and rescue openings in Group R-2 occupancies in accordance with Tables 1006.3.2(1) and 1006.3.2(2) and in Group R-3 and R-4 occupancies. Basements and sleeping rooms below the fourth story above grade plane shall have at least one exterior emergency escape and rescue opening in accordance with this section. Where basements contain one or more sleeping rooms, emergency escape and rescue openings shall be required in each sleeping room, but shall not be required in adjoining areas of the basement. Such openings shall open directly into a public way or to a yard or court that opens to a public way.
Exceptions:
1. Basements with a ceiling height of less than 80 inches (2032 mm) shall not be required to have emergency escape and rescue openings.
2. Emergency escape and rescue openings are not required from basements or sleeping rooms that have an exit door or exit access door that opens directly into a public way or to a yard, court or exterior exit balcony that opens to a public way.
3. Basements without habitable spaces and having not more than 200 square feet (18.6 m2) in floor area shall not be required to have emergency escape and rescue openings. ]
13VAC5-63-250. Chapter 11 Accessibility.
A. Add an exception to Section 1101.2 of the IBC to read:
Exception: Wall-mounted visible alarm notification appliances in Group I-3 occupancies shall be permitted to be a maximum of 120 inches (3048 mm) above the floor or ground, measured to the bottom of the appliance. Such appliances shall otherwise comply with all applicable requirements.
B. Add Change Section 1103.2.16 to 1103.2.8
of the IBC to read:
1103.2.16 1103.2.8 Raised and lowered areas in
places of religious worship. Raised or lowered areas in places of religious
worship are not required to be accessible or to be served by an accessible
route provided such areas are used exclusively for the performance of religious
ceremonies and are located within an accessible story or mezzanine.
C. Change Section 1106.1 of the IBC and replace Table 1106.1 of the IBC with Tables 1106.1(1) and 1106.1(2) to read:
1106.1 Required. Where parking is provided, accessible parking spaces shall be provided in compliance with Tables 1106.1(1) and 1106.1(2), as applicable, except as required by Sections 1106.2 through 1106.4. 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.
|
Table 1106.1(1) |
|
|
Total Parking Spaces Provided |
Required Minimum Number of Accessible Spaces |
|
1 - 25 |
1 |
|
26 - 50 |
2 |
|
51 - 75 |
3 |
|
76 - 100 |
4 |
|
101 - 125 |
5 |
|
126 - 150 |
6 |
|
151 - 200 |
7 |
|
201 - 300 |
8 |
|
301 - 400 |
9 |
|
401 - 500 |
10 |
|
501 - 1,000 |
2.33% of total |
|
1,001 and over |
23, plus one for each 100, or fraction thereof, over 1,000 |
|
a. Condominium parking in Group R-2 occupancies where parking is part of the unit purchase shall be in accordance with Table 1106.1(2). |
|
Table 1106.1(2) |
|
|
Total Parking Spaces Provided |
Required Minimum Number of Accessible Spaces |
|
1 - 25 |
1 |
|
26 - 50 |
2 |
|
51 - 75 |
3 |
|
76 - 100 |
4 |
|
101 - 150 |
5 |
|
151 - 200 |
6 |
|
201 - 300 |
7 |
|
301 - 400 |
8 |
|
401 - 500 |
9 |
|
501 - 1,000 |
2.0% of total |
|
1,001 and over |
20, plus one for each 100, or fraction thereof, over 1,000 |
D. Add Section 1106.8 to the IBC to read:
1106.8 Identification of accessible parking spaces. In addition to complying with applicable provisions of this chapter, all accessible parking spaces shall be identified by above grade signs. A sign or symbol painted or otherwise displayed on the pavement of a parking space shall not constitute an above grade sign. All above grade parking space signs shall have the bottom edge of the sign no lower than four feet (1219 mm) nor higher than seven feet (2133 mm) above the parking surface. All disabled parking signs shall include the following language: PENALTY, $100-500 Fine, TOW-AWAY ZONE. Such language may be placed on a separate sign and attached below existing above grade disabled parking signs, provided that the bottom edge of the attached sign is no lower than four feet above the parking surface.
E. Add Sections 1109.16 and 1109.16.1 to the IBC to read:
1109.16 Dwellings containing universal design features for accessibility. Group R-5 occupancies not subject to Section R320.1 of the IRC and Group R-3 occupancies not subject to Section 1107.6.3 may comply with this section and be approved by the local building department as dwellings containing universal design features for accessibility.
1109.16.1 Standards for dwellings containing universal design features for accessibility. When the following requirements are met, approval shall be issued by the local building department indicating that a dwelling has been constructed in accordance with these standards and is deemed to be a dwelling containing universal design features for accessibility.
1. The dwelling must comply with the requirements for Type C
units under Section 1005 of ICC A117.1 with the following changes to the
those requirements:
1.1. That at least one bedroom be added to the interior spaces required by Section 1005.4 of ICC A117.1.
1.2. In the toilet room or bathroom required by Section 1005 of ICC A117.1, in addition to the lavatory and water closet, a shower or bathtub complying with Section 1004.11.3.2.3 of ICC A117.1 shall be provided and shall include reinforcement for future installation of grab bars in accordance with Section 1004.11.1 of ICC A117.1.
1.3. That the exception to Section 1005.4 of ICC A117.1 is not applicable.
1.4. That there be a food preparation area complying with Section 1005.7 of ICC A117.1 on the entrance level.
1.5. That any thermostat for heating or cooling on the entrance level comply with Section 1005.8 of ICC A117.1.
F. Change Item 1 of Section 1110.1 1111.1 of the
IBC to read:
1. Accessible parking spaces required by Section 1106.1.
13VAC5-63-260. Chapter 12 Interior environment.
A. Add the following to the list of terms in Section 1202.1 of the IBC:
Day-night average sound level (Ldn).
Sound transmission class (STC) rating.
B. Add Section 1203.4.4 1203.5.4 to the IBC to
read:
1203.4.4 1203.5.4 Insect screens in occupancies
other than Group R. Every door, window and other outside opening for natural
ventilation serving structures classified as other than a residential group
containing habitable rooms, food preparation areas, food service areas, or any
areas where products to be included or utilized in food for human consumption
are processed, manufactured, packaged, or stored, shall be supplied with
approved tightly fitting screens of not less than 16 mesh per inch (16 mesh per
25 mm) and every screen door used for insect control shall have a self-closing
device.
Exception: Screen doors shall not be required for out swinging doors or other types of openings which make screening impractical, provided other approved means, such as air curtains or insect repellent fans are provided.
C. Add Section 1203.4.5 1203.5.5 to the IBC to
read:
1203.4.5 1203.5.5 Insect screens in Group R
occupancies. Every door, window and other outside opening required for natural
ventilation purposes which serves a structure classified as a residential group
shall be supplied with approved tightly fitted screens of not less than 16 mesh
per inch (16 mesh per 25 mm) and every screen door used for insect control
shall have a self-closing device.
D. Add Section 1203.6 1203.7 to the IBC to read:
1203.6 1203.7 Smoking areas in restaurants.
Smoking areas in restaurants, as defined in § 15.2-2820 of the Code of
Virginia, shall comply with the following:
1. The area where smoking may be permitted shall be structurally separated from the portion of the restaurant in which smoking is prohibited. For the purposes of this section, structurally separated means a stud wall covered with drywall or other building material or like barrier, which, when completed, extends from the floor to the ceiling, resulting in a physically separated room. Such wall or barrier may include portions that are glass or other gas-impervious building material and shall be permitted to have a door leading to areas in which smoking is prohibited, provided the door is capable of being closed at all times.
2. The area where smoking may be permitted shall be separately vented to prevent the recirculation of air from such area to the area of the restaurant where smoking is prohibited.
Exception: The above requirements do not apply if a restaurant is exempt from, or meets any of the exceptions to, the Virginia Indoor Clean Air Act (Chapter 28.2 of Title 15.2 (§ 15.2-2820 et seq.) of the Code of Virginia).
E. Change Section 1207.1 of the IBC to read:
1207.1 Scope. Sections 1207.2 and 1207.3 shall apply to common interior walls, partitions and floor/ceiling assemblies between adjacent dwelling units or between dwelling units and adjacent public areas such as halls, corridors, stairs or service areas. Section 1207.4 applies to the construction of the exterior envelope of Group R occupancies within airport noise zones and to the exterior envelope of Group A, B, E, I and M occupancies in any locality in whose jurisdiction, or adjacent jurisdiction, is located a United States Master Jet Base, a licensed airport or United States government or military air facility, when such requirements are enforced by a locality pursuant to § 15.2-2295 of the Code of Virginia.
F. Add Section 1207.4 to the IBC to read:
1207.4 Airport noise attenuation standards. Where the Ldn is determined to be 65 dBA or greater, the minimum STC rating of structure components shall be provided in compliance with Table 1207.4. As an alternative to compliance with Table 1207.4, structures shall be permitted to be designed and constructed so as to limit the interior noise level to no greater than 45 Ldn. Exterior structures, terrain and permanent plantings shall be permitted to be included as part of the alternative design. The alternative design shall be certified by an RDP.
G. Add Table 1207.4 to the IBC to read:
|
Table 1207.4 |
||
|
Ldn |
STC of exterior walls and roof/ceiling assemblies |
STC of doors and windows |
|
6569 |
39 |
25 |
|
7074 |
44 |
33 |
|
75 or greater |
49 |
38 |
13VAC5-63-264. Chapter 13 Energy efficiency.
Add Section 1301.1.1.1 to the IBC to read:
1301.1.1.1 Changes to the IECC. The following changes shall be made to the IECC:
1. [ Change Table C402.4 to read:
Table C402.4 Building Envelope Requirements: Fenestration |
||||||||
Climate Zone |
1 |
2 |
3 |
4 (Except Marine) |
5 and Marine 4 |
6 |
7 |
8 |
Vertical fenestration |
||||||||
U-factor |
||||||||
Fixed fenestration |
0.50 |
0.50 |
0.46 |
0.38 |
0.38 |
0.36 |
0.29 |
0.29 |
Operable fenestration |
0.65 |
0.65 |
0.60 |
0.45 |
0.45 |
0.43 |
0.37 |
0.37 |
Entrance doors |
1.10 |
0.83 |
0.77 |
0.77 |
0.77 |
0.77 |
0.77 |
0.77 |
SHGC |
||||||||
SHGC |
0.25 |
0.25 |
0.25 |
0.40 |
0.40 |
0.40 |
0.45 |
0.45 |
Skylights |
||||||||
U-factor |
0.75 |
0.65 |
0.55 |
0.50 |
0.50 |
0.50 |
0.50 |
0.50 |
SHGC |
0.35 |
0.35 |
0.35 |
0.40 |
0.40 |
0.40 |
NR |
NR |
NR = No requirement. |
2. Change Section C402.4.3 to read:
C402.4.3 Maximum U-factor and SHGC. The maximum U-factor and solar heat gain coefficient (SHGC) for fenestration shall be as specified in Table C402.4.
The window projection factor shall be determined in accordance with Equation 4-5.
(Equation 4-5)
PF = A/B
where:
PF = Projection factor (decimal).
A = Distance measured horizontally from the farthest continuous extremity of any overhand, eave, or permanently attached shading device to the vertical surface of the glazing.
B = Distance measured vertically from the bottom of the glazing to the underside of the overhang, eave, or permanently attached shading device.
Where different windows or glass doors have different PF values, they shall each be evaluated separately.
Where the fenestration projection factor for a specific vertical fenestration product is greater than or equal to 0.20, the required maximum SHGC from Table C402.4 shall be adjusted by multiplying the required maximum SHGC by the multiplier specified in Table C402.4.3 corresponding with the orientation of the fenestration product and the projection factor.
3. Add Table C402.4.3 to read:
Table C402.4.3 SHGC Adjustment Multipliers |
||
Projection factor |
Oriented within 45 degrees of true north |
All other orientations |
0.2 ≤ PF < 0.5 |
1.1 |
1.2 |
PF ≤ 0.5 |
1.2 |
1.6 |
4. ] Add Exception 3 to an exception to
the first paragraph of Section C402.4.5.2 C403.2.4.3 to read:
3. Exception: Any grease duct serving a Type I
hood installed in accordance with IMC Section 506.3 shall not be required to
have a motorized or gravity damper.
[ 5. Add Section C403.2.6.3 to read:
C403.2.6.3 Dwelling unit mechanical ventilation. Mechanical ventilation shall be provided for dwelling units in accordance with the IMC.
2. ] Change Section C402.4.8 to read:
C402.4.8 Recessed lighting. Recessed luminaires installed
in the building thermal envelope shall be sealed to limit air leakage between
conditioned and unconditioned spaces. All recessed luminaires shall be IC-rated
and labeled as having an air leakage rate or not more 2.0 cfm (0.944 L/s) when
tested in accordance with ASTM E 283 at a 1.57 psf (75 Pa) pressure
differential. All recessed luminaires installed in the thermal envelope shall
be sealed with a gasket or caulk between the housing and interior wall or
ceiling covering.
3. Add Exception 4 to Section C403.2.4.4 to read:
4. Any grease duct serving a Type I hood installed in
accordance with IMC Section 506.3 shall not be required to have a motorized or
gravity damper.
4. Change the exception to Section C405.1 to read:
Exception: Dwelling units within commercial buildings shall
not be required to comply with Sections C405.2 through C405.5, provided that
not less than 75% of the permanently installed luminaires, other than
low-voltage lighting, shall be fitted for, and contain only, high-efficacy
lamps.
5. [ 6. ] Change Section C405.6 C405.5
to read:
C405.6 C405.5 Exterior lighting (Mandatory). All
exterior lighting, other than low-voltage landscape lighting, shall comply with
Sections C405.6.1 and C405.6.2 Section C405.5.1.
Exception: Where approved because of historical, safety, signage, or emergency considerations.
[ 7. Change Section R401.2 to read:
R401.2 Compliance. Projects shall comply with all provisions of Chapter 4 labeled "Mandatory" and one of the following:
1. Sections R401 through R404.
2. Section R405.
3. Section R406.
4. The most recent version of REScheck, keyed to the 2015 IECC.
Note: See REScheck compliance guidance issued by DHCD, available at the Department's website. ]
6. [ 3. 8. ] Delete
Section R401.3.
7. [ 4. 9. ] Change the
ceiling R-value and wood frame wall R-value categories for climate zone "4
except Marine" in Table R402.1.1 R402.1.2 to read:
|
Ceiling R-Value |
Wood Frame Wall R-Value |
|
38 |
15 or 13 + 1h |
8. [ 5. 10. ] Change the
ceiling U-factor and frame wall U-factor categories for climate zone "4
except Marine" in Table R402.1.3 R402.1.4 to read:
|
Ceiling U-Factor |
Frame Wall U-Factor |
|
0.030 |
0.079 |
9. [ 6. 11. ] Change Sections
R402.2.1 and Section R402.2.4 to read:
R402.2.1 Ceilings with attic spaces. When Section R402.1.1
would require R-38 in the ceiling, installing R-30 over 100% of the ceiling
area shall be deemed to satisfy the requirement for R-38 wherever the full
height of uncompressed R-30 insulation extends over the wall top plate at the
eaves. Similarly, when Section R402.1.1 would require R-49 in the ceiling,
installing R-38 over 100% of the ceiling area shall be deemed to satisfy the
requirement for R-49 wherever the full height of uncompressed R-38 insulation
extends over the wall top plate at the eaves. This reduction shall not apply to
the U-factor alternative approach in Section R402.1.3 and the total UA
alternative in Section R402.1.4.
R402.2.4 Access hatches and doors. Access doors from conditioned spaces to unconditioned spaces (e.g., attics and crawl spaces) shall be weatherstripped and insulated in accordance with the following values:
1. Hinged vertical doors shall have a minimum overall R-5 insulation value;
2. Hatches and scuttle hole covers shall be insulated to a level equivalent to the insulation on the surrounding surfaces; and
3. Pull down stairs shall have a minimum of 75% of the panel area having R-5 rigid insulation.
Access shall be provided to all equipment that prevents damaging or compressing the insulation. A wood framed or equivalent baffle or retainer is required to be provided when loose fill insulation is installed, the purpose of which is to prevent the loose fill insulation from spilling into the living space when the attic access is opened and to provide a permanent means of maintaining the installed R-value of the loose fill insulation.
10. Delete Section R402.3.6 and change [ 7.
12. ] Change Sections R402.4 and R402.4.1.1 to read:
R402.4 Air leakage. The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.4.1 through R402.4.4.
R402.4.1.1 Installation (Mandatory). The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table R402.4.1.1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verify compliance.
11. [ 8. 13. ] Change the
title of the "Criteria" "Insulation Installation
Criteria" category of Table R402.4.1.1; change the "Walls,"
"Shower/tub on exterior wall" and "Fireplace" categories
category of Table R402.4.1.1, and add footnotes "b" and
"c" to Table R402.4.1.1 to read:
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Component |
Air Barrier Criteria |
Insulation Installation Criteriab |
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Shower/tub on exterior wallc |
The air barrier installed at exterior walls adjacent to showers and tubs shall be installed on the interior side and separate the exterior walls from the showers and tubs. |
Exterior walls adjacent to showers and tubs shall be insulated. |
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b. Structural integrity of headers shall be in accordance with the applicable building code. c. Air barriers used behind showers and tubs on exterior walls shall be of a permeable material that does not cause the entrapment of moisture in the stud cavity. |
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12. [ 9. 14. ] Change
Section R402.4.1.2 and add Sections R402.4.1.2.1, R402.4.1.2.2, and R402.4.1.3
to read:
R402.4.1.2 Air sealing. Building envelope air tightness shall be demonstrated to comply with either Section R402.4.1.2.1 or R402.4.1.2.2.
R402.4.1.2.1 Testing option. The building or dwelling unit shall be tested for air leakage. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Where required by the building official, testing shall be conducted by an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the building official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope.
During testing:
1. Exterior windows and doors and fireplace and stove doors shall be closed, but not sealed beyond the intended weatherstripping or other infiltration control measures;
2. Dampers, including exhaust, intake, makeup air, backdraft, and flue dampers, shall be closed, but not sealed beyond intended infiltration control measures;
3. Interior doors, if installed at the time of the test, shall be open;
4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed;
5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and
6. Supply and return registers, if installed at the time of the test, shall be fully open.
R402.4.1.2.2 Visual inspection option. Building envelope tightness shall be considered acceptable when the items listed in Table R402.4.1.1, applicable to the method of construction, are field verified. Where required by the building official, an approved party, independent from the installer, shall inspect the air barrier. When this option is chosen, the dwelling unit shall be ventilated by mechanical means in accordance with Section 403 of the IMC.
R402.4.1.3 Leakage rate (Prescriptive). The building or dwelling unit shall have an air leakage rate not exceeding 5 changes per hour as verified in accordance with Section R402.4.1.2.
13. Change Section R403.1.1 to read:
R403.1.1 Programmable thermostat. The thermostat
controlling the primary heating or cooling system of the dwelling unit shall be
capable of controlling the heating and cooling system on a daily schedule to
maintain different temperature set points at different times of the day. This
thermostat shall include the capability to set back or temporarily operate the
system to maintain zone temperatures down to 55°F (13°C) or up to 85°F (29°C).
The thermostat shall initially be programmed with a heating temperature set
point no higher than 70°F (21°C) and a cooling temperature set point no lower
than 78°F (26°C).
14. [ 10. Change Section ] R403.2.2
[ R403.3.2 to read: ]
R403.2.2 [ R403.3.2 Sealing (Mandatory).
Ducts, air handlers, and filter boxes shall be sealed. Joints and seams shall
comply with either the IMC or the IRC, as applicable. Verification of
compliance with this section shall be in accordance with either ] Section
R403.2.2.1 [ Sections R403.3.3 and R403.3.4 when the testing
option is chosen ] or Section R403.2.2.2 [ R403.3.5
when the visual inspection option is chosen.
Exceptions:
1. Air-impermeable spray foam products shall be permitted
to be applied without additional joint seals.
2. ] Where a duct connection is made that is
partially inaccessible, three screws or rivets shall be equally spaced on the
exposed portion of the joint so as to prevent a hinge effect.
3. Continuously welded and locking-type longitudinal joints
and seams in ducts operating at [ For ducts having a static ]
pressures [ pressure of less than 2 inches of water
column (500 Pa) ] pressure classification shall not require
[ , additional closure systems shall not be required for
continuously welded joints and seams and locking-type joints and seams of other
than the snap-lock and button-lock types.
15. Change Section R403.3.3 to read:
R403.3.3 Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage by one of the following methods:
1. Rough-in test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the system, including the manufacturer's air handler enclosure if installed at the time of the test. All registers shall be taped or otherwise sealed during the test.
2. Postconstruction test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. Registers shall be taped or otherwise sealed during the test.
Exception: A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building thermal envelope.
A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. The licensed mechanical contractor installing the mechanical system shall be permitted to perform the duct testing. The contractor shall have been trained on the equipment used to perform the test. ]
15. [ 11. Change Section ] R403.2.2.1
[ R403.3.5 to read: ]
R403.2.2.1 Testing option. Duct tightness shall be verified
by either of the following:
1. Post-construction test: Total leakage shall be less than
or equal to 6 cfm (169.9 L/min) per 100 square feet (9.29 m2) of
conditioned floor area when tested at a pressure differential of 0.1 inch w.g.
(25 Pa) across the entire system, including the manufacturer's air handler
enclosure. All register boots shall be taped or otherwise sealed during the
test.
2. Rough-in test: Total leakage shall be less than or equal
to 5 cfm (141.5 L/min) per 100 square feet (9.29 m2) of conditioned
floor area when tested at a pressure differential of 0.1 inch w.g. (25 Pa)
across the system, including the manufacturer's air handler enclosure. All
register boots shall be taped or otherwise sealed during the test. If the air
handler is not installed at the time of the test, total leakage shall be less
than or equal to 5 cfm (141.5 L/min) per 100 square feet (9.29 m2)
of conditioned floor area.
Exception: The total leakage test is not required for ducts
and air handlers located entirely within the building thermal envelope.
When this option is chosen, testing shall be performed by
approved qualified individuals, testing agencies or contractors. Testing and
results shall be as prescribed in Section R403.2.2 and approved recognized
industry standards.
16. Add Section R403.2.2.2 to read:
R403.2.2.2 [ R403.3.5 Visual inspection
option. In addition to the inspection of ducts otherwise required by this code,
when the air handler and all ducts are not within conditioned space and this
option is chosen to verify duct tightness, duct tightness shall be considered
acceptable when the requirements of Section ] R403.2.2 [ R403.3.5
are field verified. ]
17. [ 12. Add Section ] R403.2.2.3
[ R403.3.6 to read: ]
R403.2.2.3 Sealed air handler. Air handlers shall have a
manufacturer's designation for an air leakage of no more than 2.0% of the
design air flow rate when tested in accordance with ASHRAE 193.
[ R403.3.6 Building cavities (Mandatory). Building
framing cavities shall not be used as ducts or plenums. ]
18. Change Section R403.4.2 to read:
R403.4.2 Hot water pipe insulation (Prescriptive).
Insulation for hot water pipe with a minimum thermal resistance (R-value) of
R-3 shall be applied to the following:
1. Piping larger than 3/4 inch nominal diameter.
2. Piping serving more than one dwelling unit.
3. Piping located outside the conditioned space.
4. Piping from the water heater to a distribution manifold.
5. Piping located under a floor slab.
6. Buried piping.
7. Supply and return piping in recirculation systems other
than demand recirculation systems.
19. Delete Table R403.4.2.
20. [ 13. 16. ] Change
Section R403.6 R403.7 to read:
R403.6 R403.7 Equipment and appliance sizing. Heating
and cooling equipment and appliances shall be sized in accordance with ACCA
Manual S or other approved sizing methodologies based on building loads
calculated in accordance with ACCA Manual J or other approved heating and
cooling calculation methodologies.
Exception: Heating and cooling equipment and appliance sizing shall not be limited to the capacities determined in accordance with Manual S or other approved sizing methodologies where any of the following conditions apply:
1. The specified equipment or appliance utilizes multi-stage technology or variable refrigerant flow technology and the loads calculated in accordance with the approved heating and cooling methodology fall within the range of the manufacturer's published capacities for that equipment or appliance.
2. The specified equipment or appliance manufacturer's published capacities cannot satisfy both the total and sensible heat gains calculated in accordance with the approved heating and cooling methodology and the next larger standard size unit is specified.
3. The specified equipment or appliance is the lowest capacity unit available from the specified manufacturer.
21. Change Section R404.1 to read:
R404.1 Lighting equipment (Mandatory). A minimum of 50% of
the lamps in permanently installed luminaires shall be high-efficacy lamps or a
minimum of 50% of the permanently installed luminaires shall contain only
high-efficacy lamps.
Exception: Low-voltage lighting shall not be required to
utilize high-efficiency lamps.
22. [ 14. Change the ] "Glazing"
[ "Vertical fenestration other than opaque doors" and
"Air exchange rate" categories of Table R405.5.2(1) to read:
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17. Change Table R406.4 to read:
Table R406.4 Maximum Energy Rating Indexa |
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Climate Zone |
Energy Rating Index |
1 |
52 |
2 |
52 |
3 |
51 |
4 |
62 |
5 |
55 |
6 |
54 |
7 |
53 |
8 |
53 |
a. When onsite renewable energy is included for compliance using the ERI analysis per Section R406.4, the building shall meet the mandatory requirements of Section R406.2 and the building thermal envelope shall be greater than or equal to levels of energy efficiency and solar heat gain coefficient in Table R402.1.2, with a ceiling R-value of 49 and a wood frame wall R-value of 20 or 13+5, or Table R402.1.4, with a ceiling U-factor of 0.026 and a frame wall U-factor of 0.060. |
15. 18. ] Delete Section
R503.1.1.1.
13VAC5-63-268. Chapter 15 Roof assemblies and rooftop structures.
A. Change the title of IBC Section 1511 to read:
Roofing and Roofing Repair.
B. Change Section 1511.1 of the IBC to read as follows and delete the remainder of Section 1511 of the IBC:
1511.1 General. Materials and methods of application used for reroofing and roof repair shall comply with the applicable requirements of Chapter 15 and the requirements of Section 303 of the VEBC.
13VAC5-63-270. Chapter 16 Structural design.
A. Change Section 1609.3 of the IBC to read:
1609.3 Basic wind speed. The ultimate design wind speed, Vult,
in miles per hour (mph), for the determination of the wind loads shall be
determined by Figures 1609A 1609.3(1), 1609B 1609.3(2),
and 1609C 1609.3(3). The ultimate design wind speed, Vult,
for use in the design of Risk Category II buildings and structures shall be
obtained from Figure 1609A 1609.3(1). The ultimate design wind
speed, Vult, for use in the design of Risk Categories III and IV
buildings and structures shall be obtained from Figure 1609B 1609.3(2).
The ultimate design wind speed, Vult, for use in the design of Risk
Category I buildings and structures shall be obtained from Figure 1609C 1609.3(3).
The ultimate design wind speeds for localities in special wind regions, near
mountainous terrains, and near gorges shall be based on elevation. Areas at
4,000 feet in elevation or higher shall use 142 V mph (62.5 m/s) and areas
under 4,000 feet in elevation shall use 116 V mph (51 m/s). Gorge areas shall
be based on the highest recorded speed per locality or in accordance with local
jurisdiction requirements determined in accordance with Section 26.5.1 of ASCE
7.
In nonhurricane-prone regions, when the ultimate design wind speed, Vult, is estimated from regional climatic data, the ultimate design wind speed, Vult, shall be determined in accordance with Section 26.5.3 of ASCE 7.
B. Add Section 1612.1.1 to the IBC to read:
1612.1.1 Elevation of manufactured homes. New or replacement manufactured homes to be located in any flood hazard zone shall be placed in accordance with the applicable elevation requirements of this code.
Exception: Manufactured homes installed on sites in an existing manufactured home park or subdivision shall be permitted to be placed so that the manufactured home chassis is supported by reinforced piers or other foundation elements of at least equivalent strength that are no less than 36 inches (914 mm) above grade in lieu of being elevated at or above the base flood elevation provided no manufactured home at the same site has sustained flood damage exceeding 50% of the market value of the home before the damage occurred.
13VAC5-63-280. Chapter 17 Special inspections and tests.
A. Change Section 1703.1 of the IBC to read:
1703.1 Approved agency. An approved agency responsible for laboratory testing or special inspections, or both, must comply with the qualification, certification and experience requirements of ASTM E329 or the alternatives listed herein.
B. Change Section 1703.1.1 of the IBC to read:
1703.1.1 Independence. An approved agency shall be objective and competent. The agency shall also disclose possible conflicts of interest so that objectivity can be confirmed. The special inspector and their agents shall be independent from the person, persons or contractor responsible for the physical construction of the project requiring special inspections.
C. Change Section 1703.1.3 of the IBC to read:
1703.1.3 Personnel. An approved agency shall employ experienced personnel educated in conducting, supervising and evaluating tests or inspections, or both. Upon request by the building official, documentation shall be provided demonstrating the applicable agency's accreditation as noted in ASTM E329 and individuals' resumes indicating pertinent training, certifications and other qualifications for special inspection personnel associated with the proposed construction requiring special inspections. The building official may prescribe the manner of qualification documentation and frequency of updating information regarding agency or individual inspector approval.
Firms providing special inspection services or individual inspectors seeking approval of alternative certifications or qualifications, or both, listed in ASTM E329 may submit documentation demonstrating equivalency. This documentation may include evidence of meeting other recognized standards or alternative certifications to demonstrate that the minimum qualifications, certification and experience intended by ASTM E329 have been met. The building official may, if satisfied that equivalency has been demonstrated, approve the credentials of the firm or individual.
D. Change Section 1704.2 of the IBC to read:
1704.2 Special inspections. Where application is made for
construction as described in this section, the owner shall employ one or more
special inspectors to provide inspections and tests during construction
on the types of work listed under Section 1704 1705. All
individuals or agents performing special inspection functions shall operate
under the direct supervision of an RDP in responsible charge of special
inspection activities, also known as the "special inspector." The
special inspector shall ensure that the individuals under their charge are
performing only those special inspections or laboratory testing that are
consistent with their knowledge, training and certification for the specified
inspection or laboratory testing.
Exceptions:
1. [ Special The building official shall be
permitted to waive special ] inspections and tests [ are
not required for ] work [ construction of a
minor nature or as warranted by conditions in the jurisdiction as approved by
the building official ].
2. Special inspections [ and tests ] are not
required for [ building components unless the design involves the
practice of professional engineering or architecture as defined by the laws of
this Commonwealth and regulations governing the professional registration and
certification of engineers and architects:
2.1. One story buildings under 20 feet (6096 mm) in height which do not exceed 5000 square feet (565 m2) in building area; or
2.2. Alterations to Group U structures which do not increase loads in accordance with Sections 403.3 and 403.4 of the VEBC ].
3. Unless otherwise required by the building official, special inspections [ and tests ] are not required for occupancies in Groups R-3, R-4 or R-5 and occupancies in Group U that are accessory to a residential occupancy including, but not limited to, those listed in Section 312.1.
4. Special inspections and tests are not required for portions of structures designed and constructed in accordance with the cold-formed steel light-frame construction provisions of Section 2211.7 or the conventional light-frame construction provisions of Section 2308.
5. The contractor is permitted to employ the approved agencies where the contractor is also the owner.
E. Change Section 1704.2.3 of the IBC to read:
1704.2.3 Statement of special inspections. The permit applicant shall submit a statement of special inspections prepared by the RDP in responsible charge in accordance with Section 111.1. This statement shall be in accordance with Section 1704.3.
Exceptions Exception:
1. A statement of special inspections is not required for
structures designed and constructed in accordance with the conventional
construction provisions of Section 2308.
2. The statement of special inspections is permitted to
be prepared by a qualified person approved by the building official for
construction not designed by a registered design professional.
F. Change category "12" of Table 1705.3 of the IBC to read:
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Continuous Special Inspection |
Periodic Special Inspection |
Referenced Standarda |
IBC Reference |
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12. Inspect formwork for shape, location and dimensions of the concrete member being formed, shoring and reshoring. |
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X |
ACI 318: |
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G. Delete Sections 1705.16 1705.17, 1705.16.1
1705.17.1, and 1705.16.2 1705.17.2 of the IBC.
13VAC5-63-290. Chapter 18 Soils and foundations.
A. Change the exception to Section 1804.5 1804.6
of the IBC to read:
Exception: Compacted fill material less than 12 inches (305 mm) in depth need not comply with an approved report, provided it is a natural non-organic material that is not susceptible to swelling when exposed to moisture and it has been compacted to a minimum of 90% Modified Proctor in accordance with ASTM D1557. The compaction shall be verified by a qualified inspector approved by the building official. Material other than natural material may be used as fill material when accompanied by a certification from an RDP and approved by the building official.
B. Add an exception to Section 1808.1 of the IBC to read:
Exception: One-story detached accessory structures not exceeding 256 square feet (23.78m2) of building area, provided all of the following conditions are met:
1. The building eave height is 10 feet (3048 mm) or less.
2. The maximum height from the finished floor level to grade does not exceed 18 inches (457.2 mm).
3. The supporting structural elements in direct contact with the ground shall be placed level on firm soil and when such elements are wood they shall be approved pressure preservative treated suitable for ground contact use.
4. The structure is anchored to withstand wind loads as required by this code.
5. The structure shall be of light-frame construction with walls and roof of light weight material, not slate, tile, brick or masonry.
13VAC5-63-295. Chapter 23 Wood.
A. Change Item 3.2 2 of Section 2308.2 2308.2.3
of the IBC to read:
3.2. 2. Live loads shall not exceed 40 psf (1916
N/m2) for floors.
Exception: Concrete slab-on-grade live load limited only by allowable soil bearing pressure.
B. Change the indicated rows of Table 2308.8(1) of the IBC
to read:
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C. Change the indicated rows of Table 2308.8(2) of the IBC
to read:
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D. Change the title and footnote "b" of Table
2308.9.5 of the IBC to read:
Table 2308.9.5
Header and Girder Spansa,b for Exterior Bearing
Walls
(Maximum Spans for Douglas Fir-Larch, Hem-Fir, Southern
Pine, and Spruce-Pine-Fir and Required Number of Jack Studs)
b. Spans are based on minimum design properties for No. 2
Grade lumber of Douglas fir-larch, hem-fir, and spruce-pine-fir. No. 1 or
better grade lumber shall be used for southern pine.
E. Change the title and footnote "b" of Table
2308.9.6 of the IBC to read:
Table 2308.9.6
Header and Girder Spansa,b for Interior Bearing
Walls
(Maximum Spans for Douglas Fir-Larch, Hem-Fir, Southern
Pine, and Spruce-Pine-Fir and Required Number of Jack Studs)
b. Spans are based on minimum design properties for No. 2
Grade lumber of Douglas fir-larch, hem-fir, and spruce-pine-fir. No. 1 or
better grade lumber shall be used for southern pine.
F. Change the indicated rows of Table 2308.10.2(1) of the
IBC to read:
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G. Change the indicated rows of Table 2308.10.2(2) of the
IBC to read:
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H. Change the indicated rows of Table 2308.10.3(1) of the
IBC to read:
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I. Change the indicated rows of Table 2308.10.3(2) of the
IBC to read:
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J. Change the indicated rows of Table 2308.10.3(3) of the
IBC to read:
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K. Change the indicated rows of Table 2308.10.3(4) of the
IBC to read:
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L. Change the indicated rows of Table 2308.10.3(5) of the
IBC to read:
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M. Change the indicated rows of Table 2308.10.3(6) of the
IBC to read:
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B. Change Table 2308.4.1.1(1) of the IBC to read:
Table 2308.4.1.1(1) Header and Girder Spansa, b for Exterior Bearing Walls (Maximum spans for Douglas Fir-Larch, Hem-Fir, Southern Pine, and Spruce-Pine-Firb and required number of jack studs) |
|||||||||||||||||||
Girders and Headers Supporting |
Size |
Ground Snow Load (psf)e |
|||||||||||||||||
30 |
50 |
70 |
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Building Widthc (feet) |
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12 |
24 |
36 |
12 |
24 |
36 |
12 |
24 |
36 |
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Spanf |
NJd |
Spanf |
NJd |
Spanf |
NJd |
Spanf |
NJd |
Spanf |
NJd |
Spanf |
NJd |
Spanf |
NJd |
Spanf |
NJd |
Spanf |
NJd |
||
Roof and ceiling |
1‑2 x 6 |
4‑0 |
1 |
3‑1 |
2 |
2‑7 |
2 |
3‑5 |
1 |
2‑8 |
2 |
2‑3 |
2 |
3‑0 |
2 |
2‑4 |
2 |
2‑0 |
2 |
1‑2 x 8 |
5‑1 |
2 |
3‑11 |
2 |
3‑3 |
2 |
4‑4 |
2 |
3‑4 |
2 |
2‑10 |
2 |
3‑10 |
2 |
3‑0 |
2 |
2‑6 |
3 |
|
1‑2 x 10 |
6‑0 |
2 |
4‑8 |
2 |
3‑11 |
2 |
5‑2 |
2 |
4‑0 |
2 |
3‑4 |
2 |
4‑7 |
2 |
3‑6 |
3 |
3‑0 |
3 |
|
1‑2 x 12 |
7‑1 |
2 |
5‑5 |
2 |
4‑7 |
3 |
6‑1 |
2 |
4‑8 |
3 |
3‑11 |
3 |
5‑5 |
2 |
4‑2 |
3 |
3‑6 |
3 |
|
2‑2 x 4 |
4‑0 |
1 |
3‑1 |
1 |
2‑7 |
1 |
3‑5 |
1 |
2‑7 |
1 |
2‑2 |
1 |
3‑0 |
1 |
2‑4 |
1 |
2‑0 |
1 |
|
2‑2 x 6 |
6‑0 |
1 |
4‑7 |
1 |
3‑10 |
1 |
5‑1 |
1 |
3‑11 |
1 |
3‑3 |
2 |
4‑6 |
1 |
3‑6 |
2 |
2‑11 |
2 |
|
2‑2 x 8 |
7‑7 |
1 |
5‑9 |
1 |
4‑10 |
2 |
6‑5 |
1 |
5‑0 |
2 |
4‑2 |
2 |
5‑9 |
1 |
4‑5 |
2 |
3‑9 |
2 |
|
2‑2 x 10 |
9‑0 |
1 |
6‑10 |
2 |
5‑9 |
2 |
7‑8 |
2 |
5‑11 |
2 |
4‑11 |
2 |
6‑9 |
2 |
5‑3 |
2 |
4‑5 |
2 |
|
2‑2 x 12 |
10‑7 |
2 |
8‑1 |
2 |
6‑10 |
2 |
9‑0 |
2 |
6‑11 |
2 |
5‑10 |
2 |
8‑0 |
2 |
6‑2 |
2 |
5‑2 |
3 |
|
3‑2 x 8 |
9‑5 |
1 |
7‑3 |
1 |
6‑1 |
1 |
8‑1 |
1 |
6‑3 |
1 |
5‑3 |
2 |
7‑2 |
1 |
5‑6 |
2 |
4‑8 |
2 |
|
3‑2 x 10 |
11‑3 |
1 |
8‑7 |
1 |
7‑3 |
2 |
9‑7 |
1 |
7‑4 |
2 |
6‑2 |
2 |
8‑6 |
1 |
6‑7 |
2 |
5‑6 |
2 |
|
3‑2 x 12 |
13‑2 |
1 |
10‑1 |
2 |
8‑6 |
2 |
11‑3 |
2 |
8‑8 |
2 |
7‑4 |
2 |
10‑0 |
2 |
7‑9 |
2 |
6‑6 |
2 |
|
4‑2 x 8 |
10‑11 |
1 |
8‑4 |
1 |
7‑0 |
1 |
9‑4 |
1 |
7‑2 |
1 |
6‑0 |
1 |
8‑3 |
1 |
6‑4 |
1 |
5‑4 |
2 |
|
4‑2 x 10 |
12‑11 |
1 |
9‑11 |
1 |
8‑4 |
1 |
11‑1 |
1 |
8‑6 |
1 |
7‑2 |
2 |
9‑10 |
1 |
7‑7 |
2 |
6‑4 |
2 |
|
4‑2 x 12 |
15‑3 |
1 |
11‑8 |
1 |
9‑10 |
2 |
13‑0 |
1 |
10‑0 |
2 |
8‑5 |
2 |
11‑7 |
1 |
8‑11 |
2 |
7‑6 |
2 |
|
Roof, ceiling, and one center-bearing floor |
1‑2 x 6 |
3‑3 |
1 |
2‑7 |
2 |
2‑2 |
2 |
3‑0 |
2 |
2‑4 |
2 |
2‑0 |
2 |
2‑9 |
2 |
2‑2 |
2 |
1‑10 |
2 |
1‑2 x 8 |
4‑1 |
2 |
3‑3 |
2 |
2‑9 |
2 |
3‑9 |
2 |
3‑0 |
2 |
2‑6 |
3 |
3‑6 |
2 |
2‑9 |
2 |
2‑4 |
3 |
|
1‑2 x 10 |
4‑11 |
2 |
3‑10 |
2 |
3‑3 |
3 |
4‑6 |
2 |
3‑6 |
3 |
3‑0 |
3 |
4‑1 |
2 |
3‑3 |
3 |
2‑9 |
3 |
|
1‑2 x 12 |
5‑9 |
2 |
4‑6 |
3 |
3‑10 |
3 |
5‑3 |
2 |
4‑2 |
3 |
3‑6 |
3 |
4‑10 |
3 |
3‑10 |
3 |
3‑3 |
4 |
|
2‑2 x 4 |
3‑3 |
1 |
2‑6 |
1 |
2‑2 |
1 |
3‑0 |
1 |
2‑4 |
1 |
2‑0 |
1 |
2‑8 |
1 |
2‑2 |
1 |
1‑10 |
1 |
|
2‑2 x 6 |
4‑10 |
1 |
3‑9 |
1 |
3‑3 |
2 |
4‑5 |
1 |
3‑6 |
2 |
3‑0 |
2 |
4‑1 |
1 |
3‑3 |
2 |
2‑9 |
2 |
|
2‑2 x 8 |
6‑1 |
1 |
4‑10 |
2 |
4‑1 |
2 |
5‑7 |
2 |
4‑5 |
2 |
3‑9 |
2 |
5‑2 |
2 |
4‑1 |
2 |
3‑6 |
2 |
|
2‑2 x 10 |
7‑3 |
2 |
5‑8 |
2 |
4‑10 |
2 |
6‑8 |
2 |
5‑3 |
2 |
4‑5 |
2 |
6‑1 |
2 |
4‑10 |
2 |
4‑1 |
2 |
|
2‑2 x 12 |
8‑6 |
2 |
6‑8 |
2 |
5‑8 |
2 |
7‑10 |
2 |
6‑2 |
2 |
5‑3 |
3 |
7‑2 |
2 |
5‑8 |
2 |
4‑10 |
3 |
|
3‑2 x 8 |
7‑8 |
1 |
6‑0 |
1 |
5‑1 |
2 |
7‑0 |
1 |
5‑6 |
2 |
4‑8 |
2 |
6‑5 |
1 |
5‑1 |
2 |
4‑4 |
2 |
|
3‑2 x 10 |
9‑1 |
1 |
7‑2 |
2 |
6‑1 |
2 |
8‑4 |
1 |
6‑7 |
2 |
5‑7 |
2 |
7‑8 |
2 |
6‑1 |
2 |
5‑2 |
2 |
|
3‑2 x 12 |
10‑8 |
2 |
8‑5 |
2 |
7‑2 |
2 |
9‑10 |
2 |
7‑8 |
2 |
6‑7 |
2 |
9‑0 |
2 |
7‑1 |
2 |
6‑1 |
2 |
|
4‑2 x 8 |
8‑10 |
1 |
6‑11 |
1 |
5‑11 |
1 |
8‑1 |
1 |
6‑4 |
1 |
5‑5 |
2 |
7‑5 |
1 |
5‑11 |
1 |
5‑0 |
2 |
|
4‑2 x 10 |
10‑6 |
1 |
8‑3 |
2 |
7‑0 |
2 |
9‑8 |
1 |
7‑7 |
2 |
6‑5 |
2 |
8‑10 |
1 |
7‑0 |
2 |
6‑0 |
2 |
|
4‑2 x 12 |
12‑4 |
1 |
9‑8 |
2 |
8‑3 |
2 |
11‑4 |
2 |
8‑11 |
2 |
7‑7 |
2 |
10‑4 |
2 |
8‑3 |
2 |
7‑0 |
2 |
|
Roof, ceiling, and one clear span roof |
1‑2 x 6 |
2‑11 |
2 |
2‑3 |
2 |
1‑11 |
2 |
2‑9 |
2 |
2‑1 |
2 |
1‑9 |
2 |
2‑7 |
2 |
2‑0 |
2 |
1‑8 |
2 |
1‑2 x 8 |
3‑9 |
2 |
2‑10 |
2 |
2‑5 |
3 |
3‑6 |
2 |
2‑8 |
2 |
2‑3 |
3 |
3‑3 |
2 |
2‑6 |
3 |
2‑2 |
3 |
|
1‑2 x 10 |
4‑5 |
2 |
3‑5 |
3 |
2‑10 |
3 |
4‑2 |
2 |
3‑2 |
3 |
2‑8 |
3 |
3‑11 |
2 |
3‑0 |
3 |
2‑6 |
3 |
|
1‑2 x 12 |
5‑2 |
2 |
4‑0 |
3 |
3‑4 |
3 |
4‑10 |
3 |
3‑9 |
3 |
3‑2 |
4 |
4‑7 |
3 |
3‑6 |
3 |
3‑0 |
4 |
|
2‑2 x 4 |
2‑11 |
1 |
2‑3 |
1 |
1‑10 |
1 |
2‑9 |
1 |
2‑1 |
1 |
1‑9 |
1 |
2‑7 |
1 |
2‑0 |
1 |
1‑8 |
1 |
|
2‑2 x 6 |
4‑4 |
1 |
3‑4 |
2 |
2‑10 |
2 |
4‑1 |
1 |
3‑2 |
2 |
2‑8 |
2 |
3‑10 |
1 |
3‑0 |
2 |
2‑6 |
2 |
|
2‑2 x 8 |
5‑6 |
2 |
4‑3 |
2 |
3‑7 |
2 |
5‑2 |
2 |
4‑0 |
2 |
3‑4 |
2 |
4‑10 |
2 |
3‑9 |
2 |
3‑2 |
2 |
|
2‑2 x 10 |
6‑7 |
2 |
5‑0 |
2 |
4‑2 |
2 |
6‑1 |
2 |
4‑9 |
2 |
4‑0 |
2 |
5‑9 |
2 |
4‑5 |
2 |
3‑9 |
3 |
|
2‑2 x 12 |
7‑9 |
2 |
5‑11 |
2 |
4‑11 |
3 |
7‑2 |
2 |
5‑7 |
2 |
4‑8 |
3 |
6‑9 |
2 |
5‑3 |
3 |
4‑5 |
3 |
|
3‑2 x 8 |
6‑11 |
1 |
5‑3 |
2 |
4‑5 |
2 |
6‑5 |
1 |
5‑0 |
2 |
4‑2 |
2 |
6‑1 |
1 |
4‑8 |
2 |
4‑0 |
2 |
|
3‑2 x 10 |
8‑3 |
2 |
6‑3 |
2 |
5‑3 |
2 |
7‑8 |
2 |
5‑11 |
2 |
5‑0 |
2 |
7‑3 |
2 |
5‑7 |
2 |
4‑8 |
2 |
|
3‑2 x 12 |
9‑8 |
2 |
7‑5 |
2 |
6‑2 |
2 |
9‑0 |
2 |
7‑0 |
2 |
5‑10 |
2 |
8‑6 |
2 |
6‑7 |
2 |
5‑6 |
3 |
|
4‑2 x 8 |
8‑0 |
1 |
6‑1 |
1 |
5‑1 |
2 |
7‑5 |
1 |
5‑9 |
2 |
4‑10 |
2 |
7‑0 |
1 |
5‑5 |
2 |
4‑7 |
2 |
|
4‑2 x 10 |
9‑6 |
1 |
7‑3 |
2 |
6‑1 |
2 |
8‑10 |
1 |
6‑10 |
2 |
5‑9 |
2 |
8‑4 |
1 |
6‑5 |
2 |
5‑5 |
2 |
|
4‑2 x 12 |
11‑2 |
2 |
8‑6 |
2 |
7‑2 |
2 |
10‑5 |
2 |
8‑0 |
2 |
6‑9 |
2 |
9‑10 |
2 |
7‑7 |
2 |
6‑5 |
2 |
|
Roof, ceiling, and two center-bearing floors |
1‑2 x 6 |
2‑8 |
2 |
2‑1 |
2 |
1‑10 |
2 |
2‑7 |
2 |
2‑0 |
2 |
1‑9 |
2 |
2‑5 |
2 |
1‑11 |
2 |
1‑8 |
2 |
1‑2 x 8 |
3‑5 |
2 |
2‑8 |
2 |
2‑4 |
3 |
3‑3 |
2 |
2‑7 |
2 |
2‑2 |
3 |
3‑1 |
2 |
2‑5 |
3 |
2‑1 |
3 |
|
1‑2 x 10 |
4‑0 |
2 |
3‑2 |
3 |
2‑9 |
3 |
3‑10 |
2 |
3‑1 |
3 |
2‑7 |
3 |
3‑8 |
2 |
2‑11 |
3 |
2‑5 |
3 |
|
1‑2 x 12 |
4‑9 |
3 |
3‑9 |
3 |
3‑2 |
4 |
4‑6 |
3 |
3‑7 |
3 |
3‑1 |
4 |
4‑3 |
3 |
3‑5 |
3 |
2‑11 |
4 |
|
2‑2 x 4 |
2‑8 |
1 |
2‑1 |
1 |
1‑9 |
1 |
2‑6 |
1 |
2‑0 |
1 |
1‑8 |
1 |
2‑5 |
1 |
1‑11 |
1 |
1‑7 |
1 |
|
2‑2 x 6 |
4‑0 |
1 |
3‑2 |
2 |
2‑8 |
2 |
3‑9 |
1 |
3‑0 |
2 |
2‑7 |
2 |
3‑7 |
1 |
2‑10 |
2 |
2‑5 |
2 |
|
2‑2 x 8 |
5‑0 |
2 |
4‑0 |
2 |
3‑5 |
2 |
4‑10 |
2 |
3‑10 |
2 |
3‑3 |
2 |
4‑7 |
2 |
3‑7 |
2 |
3‑1 |
2 |
|
2‑2 x 10 |
6‑0 |
2 |
4‑9 |
2 |
4‑0 |
2 |
5‑8 |
2 |
4‑6 |
2 |
3‑10 |
3 |
5‑5 |
2 |
4‑3 |
2 |
3‑8 |
3 |
|
2‑2 x 12 |
7‑0 |
2 |
5‑7 |
2 |
4‑9 |
3 |
6‑8 |
2 |
5‑4 |
3 |
4‑6 |
3 |
6‑4 |
2 |
5‑0 |
3 |
4‑3 |
3 |
|
3‑2 x 8 |
6‑4 |
1 |
5‑0 |
2 |
4‑3 |
2 |
6‑0 |
1 |
4‑9 |
2 |
4‑1 |
2 |
5‑8 |
2 |
4‑6 |
2 |
3‑10 |
2 |
|
3‑2 x 10 |
7‑6 |
2 |
5‑11 |
2 |
5‑1 |
2 |
7‑1 |
2 |
5‑8 |
2 |
4‑10 |
2 |
6‑9 |
2 |
5‑4 |
2 |
4‑7 |
2 |
|
3‑2 x 12 |
8‑10 |
2 |
7‑0 |
2 |
5‑11 |
2 |
8‑5 |
2 |
6‑8 |
2 |
5‑8 |
3 |
8‑0 |
2 |
6‑4 |
2 |
5‑4 |
3 |
|
4‑2 x 8 |
7‑3 |
1 |
5‑9 |
1 |
4‑11 |
2 |
5‑11 |
1 |
5‑6 |
2 |
4‑8 |
2 |
6‑7 |
1 |
5‑2 |
2 |
4‑5 |
2 |
|
4‑2 x 10 |
8‑8 |
1 |
6‑10 |
2 |
5‑10 |
2 |
8‑3 |
2 |
6‑6 |
2 |
5‑7 |
2 |
7‑10 |
2 |
6‑2 |
2 |
5‑3 |
2 |
|
4‑2 x 12 |
10‑2 |
2 |
8‑1 |
2 |
6‑10 |
2 |
9‑8 |
2 |
7‑8 |
2 |
6‑7 |
2 |
9‑2 |
2 |
7‑3 |
2 |
6‑2 |
2 |
|
Roof, ceiling, and two clear span floors |
1‑2 x 6 |
2‑3 |
2 |
1‑9 |
2 |
1‑5 |
2 |
2‑3 |
2 |
1‑9 |
2 |
1‑5 |
3 |
2‑2 |
2 |
1‑8 |
2 |
1‑5 |
3 |
1‑2 x 8 |
2‑10 |
2 |
2‑2 |
3 |
1‑10 |
3 |
2‑10 |
2 |
2‑2 |
3 |
1‑10 |
3 |
2‑9 |
2 |
2‑1 |
3 |
1‑10 |
3 |
|
1‑2 x 10 |
3‑4 |
2 |
2‑7 |
3 |
2‑2 |
3 |
3‑4 |
3 |
2‑7 |
3 |
2‑2 |
4 |
3‑3 |
3 |
2‑6 |
3 |
2‑2 |
4 |
|
1‑2 x 12 |
4‑0 |
3 |
3‑0 |
3 |
2‑7 |
4 |
4‑0 |
3 |
3‑0 |
4 |
2‑7 |
4 |
3‑10 |
3 |
3‑0 |
4 |
2‑6 |
4 |
|
2‑2 x 4 |
2‑3 |
1 |
1‑8 |
1 |
1‑4 |
1 |
2‑3 |
1 |
1‑8 |
1 |
1‑4 |
1 |
2‑2 |
1 |
1‑8 |
1 |
1‑4 |
2 |
|
2‑2 x 6 |
3‑4 |
1 |
2‑6 |
2 |
2‑2 |
2 |
3‑4 |
2 |
2‑6 |
2 |
2‑2 |
2 |
3‑3 |
2 |
2‑6 |
2 |
2‑1 |
2 |
|
2‑2 x 8 |
4‑3 |
2 |
3‑3 |
2 |
2‑8 |
2 |
4‑3 |
2 |
3‑3 |
2 |
2‑8 |
2 |
4‑1 |
2 |
3‑2 |
2 |
2‑8 |
3 |
|
2‑2 x 10 |
5‑0 |
2 |
3‑10 |
2 |
3‑2 |
3 |
5‑0 |
2 |
3‑10 |
2 |
3‑2 |
2 |
4‑10 |
2 |
3‑9 |
3 |
3‑2 |
3 |
|
2‑2 x 12 |
5‑11 |
2 |
4‑6 |
3 |
3‑9 |
3 |
5‑11 |
2 |
4‑6 |
3 |
3‑9 |
3 |
5‑8 |
2 |
4‑5 |
3 |
3‑9 |
3 |
|
3‑2 x 8 |
5‑3 |
1 |
4‑0 |
2 |
3‑5 |
2 |
5‑3 |
2 |
4‑0 |
2 |
3‑5 |
2 |
5‑1 |
2 |
3‑11 |
2 |
3‑4 |
2 |
|
3‑2 x 10 |
6‑3 |
2 |
4‑9 |
2 |
4‑0 |
2 |
6‑3 |
2 |
4‑9 |
2 |
4‑0 |
2 |
6‑1 |
2 |
4‑8 |
2 |
4‑0 |
3 |
|
3‑2 x 12 |
7‑5 |
2 |
5‑8 |
2 |
4‑9 |
3 |
7‑5 |
2 |
5‑8 |
2 |
4‑9 |
3 |
7‑2 |
2 |
5‑6 |
3 |
4‑8 |
3 |
|
4‑2 x 8 |
6‑1 |
1 |
4‑8 |
2 |
3‑11 |
2 |
6‑1 |
1 |
4‑8 |
2 |
3‑11 |
2 |
5‑11 |
1 |
4‑7 |
2 |
3‑11 |
2 |
|
4‑2 x 10 |
7‑3 |
2 |
5‑6 |
2 |
4‑8 |
2 |
7‑3 |
2 |
5‑6 |
2 |
4‑8 |
2 |
7‑0 |
2 |
5‑5 |
2 |
4‑7 |
2 |
|
4‑2 x 12 |
8‑6 |
2 |
6‑6 |
2 |
5‑6 |
2 |
8‑6 |
2 |
6‑6 |
2 |
5‑6 |
2 |
8‑3 |
2 |
6‑4 |
2 |
5‑4 |
3 |
|
For SI: 1 inch = 25.4 mm, 1 pound per square foot = 0.0479 kPa. a. Spans are given in feet and inches. b. Spans are based on the minimum design properties for No. 2 grade lumber of Douglas Fir‑Larch, Hem‑Fir, Southern Pine, and Spruce‑Pine Fir. c. Building width is measured perpendicular to the ridge. For widths between those shown, spans are permitted to be interpolated. d. NJ - Number of jack studs required to support each end. Where the number of required jack studs equals one, the header is permitted to be supported by an approved framing anchor attached to the full‑height wall stud and to the header. e. Use 30 psf ground snow load for cases in which ground snow load is less than 30 psf and the roof live load is equal to or less than 20 psf. f. Spans are calculated assuming the top of the header or girder is laterally braced by perpendicular framing. Where the top of the header or girder is not laterally braced (e.g. cripple studs bearing on the header), tabulated spans for headers consisting of 2x8, 2x10, or 2x12 sizes shall be multiplied by 0.70 or the header shall be designed. |
C. Change Table 2308.4.1.1(2) of the IBC to read:
Table 2308.4.1.1(2) Header and Girder Spansa, b for Interior Bearing Walls (Maximum spans for Douglas Fir-Larch, Hem-Fir, Southern Pine, and Spruce-Pine-Firb and required number of jack studs) |
|||||||
Headers and Girders Supporting |
Size |
Building Widthc(feet) |
|||||
12 |
24 |
36 |
|||||
Spane |
NJd |
Spane |
NJd |
Spane |
NJd |
||
One floor only |
2‑2 x 4 |
4‑1 |
1 |
2‑10 |
1 |
2‑4 |
1 |
2‑2 x 6 |
6‑1 |
1 |
4‑4 |
1 |
3‑6 |
1 |
|
2‑2 x 8 |
7‑9 |
1 |
5‑5 |
1 |
4‑5 |
2 |
|
2‑2 x 10 |
9‑2 |
1 |
6‑6 |
2 |
5‑3 |
2 |
|
2‑2 x 12 |
10‑9 |
1 |
7‑7 |
2 |
6‑3 |
2 |
|
3‑2 x 8 |
9‑8 |
1 |
6‑10 |
1 |
5‑7 |
1 |
|
3‑2 x 10 |
11‑5 |
1 |
8‑1 |
1 |
6‑7 |
2 |
|
3‑2 x 12 |
13‑6 |
1 |
9‑6 |
2 |
7‑9 |
2 |
|
4‑2 x 8 |
11‑2 |
1 |
7‑11 |
1 |
6‑5 |
1 |
|
4‑2 x 10 |
13‑3 |
1 |
9‑4 |
1 |
7‑8 |
1 |
|
4‑2 x 12 |
15‑7 |
1 |
11‑0 |
1 |
9‑0 |
2 |
|
Two floors |
2‑2 x 4 |
2‑7 |
1 |
1‑11 |
1 |
1‑7 |
1 |
2‑2 x 6 |
3‑11 |
1 |
2‑11 |
2 |
2‑5 |
2 |
|
2‑2 x 8 |
5‑0 |
1 |
3‑8 |
2 |
3‑1 |
2 |
|
2‑2 x 10 |
5‑11 |
2 |
4‑4 |
2 |
3‑7 |