HomeMy WebLinkAbout2024-13 An Ordinance Adopting the 2023 Edition of the National Electrical Code and 2024 Edition of International Building, Residential, Fire Codes10/16/2024
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ORDINANCE NO. 13
Series of 2024
AN ORDINANCE OF THE TOWN COUNCIL OF THE TOWN OF VAIL,
COLORADO, ADOPTING BY REFERENCE THE 2023 EDITION OF THE
NATIONAL ELECTRICAL CODE AND THE 2024 EDITIONS OF THE
INTERNATIONAL BUILDING CODE, THE INTERNATIONAL
RESIDENTIAL CODE, THE INTERNATIONAL FIRE CODE, THE
INTERNATIONAL ENERGY CONSERVATION CODE, THE
INTERNATIONAL PLUMBING CODE, THE INTERNATIONAL FUEL GAS
CODE, THE INTERNATIONAL MECHANICAL CODE AND THE
INTERNATIONAL EXISTING BUILDING CODE, WITH AMENDMENTS,
AND SETTING FORTH PENALTIES FOR VIOLATIONS THEREOF
WHEREAS, the Town Council finds it necessary to adopt minimum standards to
safeguard the health, property, and welfare of the citizens of the Town by regulating and
controlling the use, occupancy, maintenance, repair, design, construction and quality of
materials for buildings and structures within the Town.
NOW, THEREFORE, BE IT ORDAINED BY THE TOWN COUNCIL OF THE
TOWN OF VAIL, COLORADO, THAT:
Section 1. Chapter 1 of Title 10 of the Vail Town Code is hereby repealed and
reenacted to read as follows:
§ 10-1-1. CODES ADOPTED BY REFERENCE.
(A) The following codes are hereby adopted by reference, as amended:
(1) The International Building Code, 2024 edition, including
Appendices B, E, G, J, K and O.
(2) The International Residential Code, 2024 edition, Chapters
10, including Appendices BE, BO and AA.
(3) The International Fire Code, 2024 edition, including
Appendices A, B, C, D, E, G, H, I, J and N.
(4) The International Energy Conservation Code, 2024 edition,
including Appendices CA and RA.
(5) The International Plumbing Code, 2024 edition, including
Appendices C and F.
(6) The International Fuel Gas Code, 2024 edition, including
Appendix E.
(7) The International Mechanical Code, 2024 edition, including
Appendix C.
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(8) The International Existing Building Code, 2024 edition,
including Appendix D.
(9) The National Electrical Code, 2023 edition.
(10) The Uniform Code for the Abatement of Dangerous Buildings,
1997 edition.
(B) All International Codes are published by the International Code
Council, 4051 Flossmoor Road, Country Club Hills, IL 60478, except the
National Electrical Code is published by the National Fire Protection
Association, 1 Batterymarch Park, Quincy, MA 02269 and the Uniform Code
for the Abatement of Dangerous Buildings is published by the International
Conference of Building Officials, 5360 Workman Mill Road, Whittier, CA
90601-2298.
(C) Copies shall be available for inspection at the office of the Town
Clerk during regular business hours and can be viewed online at
www.iccsafe.org and www.vailgov.com.
§ 10-1-2. AMENDMENTS TO THE INTERNATIONAL BUILDING CODE.
The following amendments are hereby made to the International Building
Code:
Section 101.1: Section 101.1 is amended to read as follows: "101.1: Title.
These regulations shall be known as the Vail Building Code."
Section 101.4: Section 101.4 is amended to read as follows: "101.4
Referenced codes. The other codes listed in Sections 101.4.1 through
101.4.7 and referenced elsewhere in this code shall not be considered a
part of this code unless specifically adopted."
Section 103.1: Section 103.1 is amended to read as follows: "103.1
Creation of agency. The Town's Building Department is hereby created and
the official in charge shall be known as the building official. The function of
this agency shall be the implementation, administration, and enforcement
of this code."
Section 105.2: Section 105.2 is amended to include the following: "14.
Decks not exceeding 200 sq/ft (18.6 m2) in area, not more than 30 inches
(762 mm) above grade at any point and are not part of a means of egress
or accessible route."
Section 110.3.10: Section 110.3.10 is amended to read as follows:
"110.3.10 Other inspections. In addition to the inspections specified in
Sections 110.3.1-110.3.9, the building official may make or require other
inspections of any construction work to ascertain compliance with this code
and any other Town code, standard, requirement or regulation."
Section 202: Section 202 is amended by the addition of the following
definitions:
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ACCESSORY STRUCTURE. A structure used to shelter or support any
material, equipment, chattel or occupancy other than a habitable building.
FIRE CODE OFFICIAL. The Fire Code Official or designee.
FIRE-RESISTANCE-RATED CONSTRUCTION. The use of materials and
systems in the design and construction of a structure to safeguard against
the spread of fire within a structure and the spread of fire to or from
structures to the wildland-urban interface area.
IGNITION-RESISTANT BUILDING MATERIAL. A type of building material
that resists ignition or sustained flaming combustion sufficiently to reduce
losses from wildland-urban interface conflagrations under worst-case
weather and fuel conditions with wildfire exposure of embers and small
flames, as prescribed in Chapter 7A.
IGNITION-RESISTANT CONSTRUCTION. As described in Section 7A06.
LOG WALL CONSTRUCTION. A type of construction in which exterior
walls are constructed of solid wood members and where the smallest
horizontal dimension of each solid wood member is at least 6 inches (152
mm).
NONCOMBUSTIBLE. A material that, in the form in which it is used, is
either:
1. Material of which no part will ignite and burn when subjected to fire (any
material conforming to ASTM E136 shall be considered noncombustible);
or
2. Material having a structural base of noncombustible material as defined
in Item 1 above, with a surfacing material not over 1/8 inch (3.2 mm) thick,
which has a flame spread index of 50 or less.
'Noncombustible' does not apply to surface finish materials. Material
required to be noncombustible for reduced clearances to flues, heating
appliances or other sources of high temperature shall refer to material
conforming to Item 1 above. No material shall be classified as
noncombustible that is subject to increase in combustibility or flame spread
index, beyond the limits herein established, through the effects of age,
moisture or other atmospheric condition.
SAFETY COVER. A structure, fabric or assembly, along with attendant
appurtenances and anchoring mechanisms, that is temporarily placed or
installed over an entire pool, spa or hot tub and secured in place after all
bathers are absent from the water.
SFM. Refers to the California State Fire Marshal's office.
UNENCLOSED ACCESSORY STRUCTURE. An accessory structure
without a complete exterior wall system enclosing the area under the roof
or floor above.
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WILDLAND-URBAN INTERFACE AREA. That geographical area, as
depicted and defined in the Community Wildfire Protection Plan, where
structures and other human development meets or intermingles with
wildland or vegetative fuels."
Chapter 7A: Chapter 7A is added to read as follows:
"CHAPTER 7A FIRE-RESISTIVE CONSTRUCTION
Section 7A01 Scope:
7A01.1 General. This Chapter shall apply to the construction, alteration,
movement, repair, maintenance and use of any building, structure or
premises into or within the wildland-urban interface areas of the Town.
Exceptions:
1.. Repair or replacement of less than 25% of a deck surface or structure.
2. Repair or replacement of less than 25% of the exterior siding of a
structure.
3. Accessory structures not exceeding 120 sq/ft in floor area where located
not less than 30 feet from buildings containing habitable spaces.
4. Agricultural buildings located not less than 30 feet from buildings
containing habitable spaces.
7A01.2 Objective. Because the unrestricted use of property in wildland-
urban interface areas is a potential threat to life and property from fire and
resulting erosion, the objective of this Chapter is to establish minimum
regulations consistent with nationally recognized good practice for the
safeguarding of life and for property protection, and to mitigate the risk to
life and structures from intrusion of fire from wildland fire exposures and fire
exposures from adjacent structures and to mitigate structure fires from
spreading to wildland fuels. This Chapter supplements the Town's codes
to provide for special regulations to mitigate fire and life-safety hazards in
the wildland-urban interface areas.
7A01.3 Additions or alterations. Additions or alterations shall be permitted
to be made to any building or structure without requiring the existing building
or structure to comply with the requirements of this Chapter; provided that
the addition or alteration conforms to that required for a new building or
structure.
Section 7A02 Applicability:
7A02.1 General. Where there is a conflict between a general requirement
and a specific requirement, the specific requirement shall apply. Where, in
any specific case, different sections of this Chapter specify different
materials, methods of construction or other requirements, the most
restrictive shall apply.
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7A02.2 Existing conditions. The legal occupancy or use of any building,
structure or condition existing on the date of adoption of this Chapter shall
be permitted to continue without change, except as is specifically covered
in the International Fire Code.
Section 7A03 Compliance Alternatives:
7A03.1 Practical difficulties. Where there are practical difficulties involved
in carrying out the provisions of this Chapter, the building official or fire code
official are authorized to grant modifications for individual cases upon
application, in writing, by the owner or owner's authorized agent. The
building official or fire code official shall first find that a special individual
reason makes enforcement of the provisions of this Chapter impractical,
that the modification is in conformance to the intent and purpose of this
Chapter, and that the modification does not lessen any fire protection
requirements or any degree of structural integrity.
7A03.2 Technical assistance. To determine the acceptability of
technologies, processes, products, facilities, materials and uses attending
the design, operation or use of a building or premises subject to the
inspection of the building official or fire code official, the building official or
fire code official are authorized to require the owner, the owner's authorized
agent or the person in possession or control of the building or premises to
provide, without charge to the Town, a technical opinion and report. The
opinion and report shall be prepared by a qualified engineer, specialist,
laboratory or fire safety specialty organization acceptable to the code official
and the owner or the owner's authorized agent, and shall analyze the fire
safety of the design, operation or use of the building or premises, the
facilities and appurtenances situated thereon and fuel management for
purposes of establishing fire hazard severity to recommend necessary
changes.
7A03.3 Alternative materials or methods. The provisions of this Chapter
are not intended to prevent the installation of any material or to prohibit any
design or method not specifically prescribed by this Chapter, provided that
any such alternative has been approved. An alternative material, design or
method shall be approved where the building official in concurrence with the
fire code official finds that the proposed design is satisfactory and complies
with the intent of the provisions of this Chapter, and that the material,
method or work offered is, for the purpose intended, not less than the
equivalent of that prescribed in this Chapter in quality, strength,
effectiveness, fire resistance, durability and safety. If an alternative
material, design or method is not approved, the building official shall
respond in writing, stating the reasons why the alternative was not
approved.
Section 7A04 Special Construction Regulations:
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7A04.1 General. Structures shall be constructed in accordance with this
Section, unless previously exempted in Section 7A01.1.
7A04.2 Fire-resistance-rated construction. Where this Chapter requires 1-
hour fire-resistance-rated construction, the fire-resistance rating of building
elements, components or assemblies shall be determined in accordance
with the test procedures set forth in ASTM E 119 or UL 263. Exceptions:
1. The fire-resistance rating of building elements, components or
assemblies based on the prescriptive designs prescribed in Section 721.
2. The fire-resistance rating of building elements, components or
assemblies based on the calculation procedures in accordance with Section
722.
Section 7A05 Ignition-Resistant Material.
7A05.1 General. Structures hereafter constructed, modified or relocated
into or within wildland-urban interface areas shall meet the construction
requirements in accordance with ignition-resistant construction in
accordance with Section 7A06. Materials required to be ignition-resistant
materials shall comply with the requirements of Section 7A05.2.
7A05.2 Ignition-resistant building material. Ignition-resistant building
material shall comply with any one or more of the following:
1. Material shall be tested on all sides with the extended ASTM E 84 (UL
723) test or ASTM E 2768, except panel products shall be permitted to test
only the front and back faces. Panel products shall be tested with a ripped
or cut longitudinal gap of 1/8 inch (3.2 mm). Materials that, when tested in
accordance with the test procedures set forth in ASTM E 84 or UL 723 for
a test period of 30 minutes, or with ASTM E 2768, comply with the following:
1.1. Flame spread. Material shall exhibit a flame spread index not
exceeding 25 and shall not show evidence of progressive combustion
following the extended 30-minute test.
1.2. Flame front. Material shall exhibit a flame front that does not progress
more than 10.5 feet (3,200 mm) beyond the centerline of the burner at any
time during the extended 30-minute test.
1.3. Weathering. Ignition-resistant building materials shall maintain their
performance in accordance with this section under conditions of use.
Materials shall meet the performance requirements for weathering
(including exposure to temperature, moisture and ultraviolet radiation)
contained in the following standards, as applicable to the materials and the
conditions of use:
1.3.1. Method A "Test Method for Accelerated Weathering of Fire-
Retardant-Treated Wood for Fire Testing" in ASTM D 2898, for fire-
retardant-treated wood, wood- plastic composite and plastic lumber
materials.
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1.3.2. ASTM D 7032 for wood-plastic composite materials.
1.3.3. ASTM D 6662 for plastic lumber materials.
1.4. Identification. Materials shall bear identification showing fire test
results.
Exception: Materials composed of a combustible core and a
noncombustible exterior covering, made from either aluminum at a
minimum 0.019-inch (0.48 mm) thickness or corrosion-resistant steel at a
minimum 0.0149-inch (0.38 mm) thickness shall not be required to be tested
with a ripped or cut longitudinal gap.
2. Noncombustible material. Material that complies with the requirements
for noncombustible materials.
3. Fire-retardant-treated wood. Fire-retardant-treated wood identified for
exterior use and meeting the requirements of Section 2303.2.
4. Materials meeting the following standards of quality.
4.1. SFM Standard 12-7A-1, Exterior Wall Siding and Sheathing. A fire
resistance test standard consisting of a 150 kW intensity direct flame
exposure for a 10-minute duration.
4.2. SFM Standard 12-7A-3, Horizontal Projection Underside. A fire
resistance test standard consisting of a 300 kW intensity direct flame
exposure for a 10-minute duration.
4.3. SFM Standard 12-7A-4, Decking. A 2-part test consisting of a heat
release rate (Part A) deck assembly combustion test with an under deck
exposure of 80 kW intensity direct flame for a 3-minute duration and a (Part
B) sustained deck assembly combustion test consisting of a deck upper
surface burning ember exposure with a 12 mph wind for 40 minutes using
a 2.2 lb (1 kg) burning "Class A" size 12" x 12" x 2.25" (300 mm x 300 mm
x 57 mm) roof test brand.
4.4. SFM Standard 12-7A-4A, Decking Alternate Method A. A heat release
deck assembly combustion test with an under-deck exposure of 80 kW
intensity direct flame for a 3-minute duration.
4.5. SFM Standard 12-7A-5, Ignition-resistant Material. A generic building
material surface burning flame spread test standard consisting of an
extended 30-minute ASTM E84 or UL 723 test method as is used for fire-
retardant-treated wood.
5. Exterior Windows. Dual or triple pane windows that meet the
requirements of the International Energy Conservation Code.
Section 7A06 Ignition-Resistant Construction:
7A06.1 General. Ignition-resistant construction shall be in accordance with
Sections 7A06.2 through 7A06.11.
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7A06.2 Roof covering. All roof coverings shall comply with Chapter 15 of
this Code, as amended.
7A06.2.1 Roof valleys. Where provided, valley flashings shall be not less
than 0.019 inches (0.48 mm) (No. 26 galvanized sheet gage) corrosion-
resistant metal installed over a minimum 36-inch-wide (914 mm)
underlayment consisting of one layer of 72-pound (32.4 kg) mineral-
surfaced, non-perforated cap sheet complying with ASTM D 3909 running
the full length of the valley.
7A06.3 Protection of Eaves. Eaves and soffits shall be protected on the
exposed underside by ignition-resistant building materials or by materials
approved for not less than 1-hour fire-resistance-rated construction, 2-inch
(51 mm) nominal dimension lumber, or 1-inch (25 mm) nominal fire-
retardant-treated lumber or ¾ inch (19.1 mm) nominal fire-retardant- treated
plywood, identified for exterior use and meeting the requirements of Section
2303.2. Fascias are required and shall be protected on the backside by
ignition- resistant building materials or by materials approved for not less
than 1-hour fire-resistance-rated construction or 2-inch (51 mm) nominal
dimension lumber.
7A06.4 Gutters and downspouts. Gutters and downspouts shall be
constructed of noncombustible material.
7A06.5 Exterior walls. Exterior walls of buildings or structures shall be
constructed with one of the following methods and all such material shall
extend from the top of the foundation to the underside of the roof sheathing:
1. Materials approved for not less than 1-hour fire-resistance-rated
construction on the exterior side.
2. Approved noncombustible materials.
3. Heavy timber or log wall construction.
4. Ignition-resistant building materials complying with Section 7A05.2 on
the exterior side.
All exterior walls shall have a minimum of 6 vertical inches of
noncombustible material, measured from the ground (at grade) or the
nearest horizontal surface.
Exception: Combustible siding materials not complying with Section 7A05.2
may be used but shall not cover more than 33% of a given wall and shall
not be within 5 feet of finished grade. Combustible siding with a profile that
may allow ember intrusion such as wood shake or wood shingle is
prohibited.
7A06.6 Underfloor enclosure. Buildings or structures shall have underfloor
areas enclosed to the ground with exterior walls in accordance with Section
7A06.5.
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Exception: Complete enclosure shall not be required where the underside
of exposed floors and exposed structural columns, beams and supporting
walls are protected as required for exterior 1-hour fire-resistance-rated
construction or heavy timber construction or fire-retardant-treated wood, if
labeled for exterior use and meeting the requirements of Section 2303.2.
7A06.7 Appendages and projections. Unenclosed accessory structures
attached to buildings with habitable spaces and projections, such as decks,
shall be not less than 1-hour fire-resistance-rated construction, heavy
timber construction or constructed of one of the following:
1. Approved noncombustible materials.
2. Fire-retardant-treated wood identified for exterior use and meeting the
requirements of Section 2303.2.
3. Ignition-resistant building materials in accordance with Section 7A05.2.
4. Decks or porches (or portions of the decks or porches) 4 feet or less
above the ground shall have the underdeck area enclosed to reduce the
accumulation of debris using one of the following methods:
a. Install noncombustible, corrosion-resistant mesh material with openings
not to exceed 1/8 inch around the outer edge of the deck from the walking
surface to the ground to prevent ember intrusion. Material (e.g., lattice)
installed over the mesh, shall be noncombustible; or
b. Fully enclose with a noncombustible wall covering/cladding.
7A06.8 Exterior doors. Exterior doors shall be constructed of approved
noncombustible materials, standard solid core wood not less than 1.75
inches thick (44 mm) or have a fire protection rating of not less than 20
minutes. Tempered glass doors are permissible. Exception: Vehicle
access doors.
7A06.9 Vents. Attic ventilation openings, foundation or underfloor vents, or
other ventilation openings in vertical exterior walls and vents through roofs
shall not exceed 144 square inches (0.0929 m2) each. Such vents shall be
covered with noncombustible corrosion-resistant materials with openings
not to exceed ¼ inch (6.4 mm) or perforated noncombustible materials with
perforations not to exceed ¼ inch (6.4 mm) or shall be designed and
approved to prevent flame or ember penetration into the structure.
7A06.9.1 Vent locations. Attic ventilation openings shall not be located in
the inner 2/3 of soffits, eave overhangs, or other overhang areas. Gable
end and dormer vents shall be located not less than 10 feet (3,048 mm)
from lot lines. Underfloor ventilation openings shall be located as close to
grade as practical.
7A06.10 Detached accessory structures. Detached accessory structures
located less than 30 feet (15,240 mm) from a building containing habitable
space shall have exterior walls constructed with materials approved for not
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less than 1-hour fire-resistance-rated construction, heavy timber, log wall
construction, or constructed with approved noncombustible materials or
ignition resistant building materials in accordance with Section 7A05.2. The
fire-retardant-treated wood shall be labeled for exterior use and meet the
requirements of Section 2303.2.
7A06.10.1 Underfloor areas. Where the detached structure is located and
constructed so that the structure or any portion thereof projects over a
descending slope surface greater than 10%, the area below the structure
shall have underfloor areas enclosed to within 6 inches (152 mm) of the
ground, with exterior wall construction in accordance with Section 7A06.5
or underfloor protection in accordance with Section 7A06.6. Exception: The
enclosure shall not be required where the underside of exposed floors and
exposed structural columns, beams and supporting walls are protected as
required for exterior 1-hour fire-resistance-rated construction or heavy-
timber construction or fire-retardant-treated wood on the exterior side. The
fire-retardant-treated wood shall be labeled for exterior use and meet the
requirements of Section 2303.2.
7A06.11 Spark arrestors. Chimneys serving fireplaces, barbecues,
incinerators or decorative heating appliances in which solid or liquid fuel is
used, shall be provided with a spark arrester. Spark arresters shall be
constructed of woven or welded wire screening of 12 USA standard gage
wire (0.1046 inch) (2.66 mm) having openings not exceeding ½ inch (12.7
mm)."
Section 1505.1: Section 1505.1 is amended to read as follows: "1505.1
General. All roof coverings shall be Class A. Wood shakes and shingles
are not permitted unless exempted for replacement or repair as defined in
Section 1501.1.1. Where the roof profile allows space between the roof
covering and the roof decking at the eave ends, the spaces shall be
constructed to prevent intrusion of flames and embers or have one layer of
72-pound (32.4 kg) mineral-surfaced non-perforated cap sheet complying
with ASTM D3909 installed over the combustible decking. Exception:
Skylights and sloped glazing that comply with Chapter 24 or Section 2610."
Section 1505.1.1: Section 1505.1.1 is added to read as follows:
"Replacement or Repair. Each structure with a nonconforming roof
covering or roof assembly shall be allowed 1 replacement or repair of 25%
or less of the roof area. Replacement or repair in excess of 25% or a second
replacement or repair of the roof covering or roof assembly shall trigger
replacement of the nonconforming covering or assembly in its entirety. For
purposes of this section, a 2-family dwelling shall be considered 2 separate
structures. Emergency repairs of less than 10 sq/ft shall not be subject to
the 25%) rule."
Table 1505.1 is deleted.
Sections 1505.3, 1505.4, 1505.5, 1505.6 and 1505.7 are deleted.
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Section 1507.1.2: Section 1507.1.2 is amended to read as follows:
"1507.1.2 Ice barriers. Ice barriers shall be installed for shingle types, metal
roof panels and mineral-surfaced roll roofing. The ice barrier shall consist
of not less than 2 layers of underlayment cemented together, or a self-
adhering polymer modified bitumen sheet shall be used in place of normal
underlayment. The ice barrier shall completely cover all roof surfaces.
Exception: Detached accessory structures that do not contain conditioned
floor area."
Sections 1507.8 and 1579.9 are deleted.
Section 1511.7.6: Section 1511.7.6 is added to read as follows: "1511.7.6
Snow retention devices. New roof assemblies shall be designed to prevent
accumulations of snow from shedding onto exterior balconies, decks,
stairways, sidewalks, streets, alleys, pedestrian and vehicle exits from
buildings, areas directly above or in front of utility meters and/or adjacent
properties. The design of snow retention devices shall be provided by a
registered design professional or as determined by the building official.
Exception: Roof areas with a horizontal projection of less than 48 inches
that will not receive snow shedding from a higher roof. The horizontal
projection shall be measured perpendicular to the exterior wall line from the
edge of the roof or eave to the intersecting wall surface."
Section 1603.2: Section 1603.2 is added to read as follows: "1603.2
Boulder and rock walls. Boulder or rock walls with a height of greater than
48 inches shall be designed by a registered design professional and shall
comply with Section 1603.1."
Section 1604.1.1: Section 1604.1.1 is added to read as follows: "1604.1.1
Hazard areas. All new construction and additions to existing structures
located in mapped debris flow, rock fall, avalanche and flood hazard areas
shall comply with Title 12, Chapter 21 of the Vail Town Code."
Section 1608. Design snow loads shall be determined in accordance with
Chapter 7 of ASCE7, and design roof loads shall be not less than that
determined by Section 1608.2.
Section 1608.2: Section 1608.2 is amended to read as follows: "1608.2
Ground and roof snow loads. The ground snow loads to be used in
determining the design snow loads shall be 142 pounds per sq/ft. Designs
for roof snow loads shall be as follows:
1. Roof pitches of less than 4:12 shall be designed to carry a 100 pound
per square foot snow load.
2. Roof pitches of 4:12 and greater shall be designed to carry an 80 pound
per square foot snow load.
There is no allowance for pitch reduction nor is there a requirement to
increase surcharge loading due to snow drifting or type of roof covering.
Snow loads for decks and exterior balconies shall be as required for roofs."
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Section 1612.3: Section 1612.3 is amended to read as follows: "1612.3
Establishment of flood hazard areas. The Town has adopted a flood hazard
map including areas of special flood hazard as identified by FEMA in the
report entitled 'The Flood Insurance Study for The Town of Vail' dated
December 2007, as amended, with the accompanying Flood Insurance
Rate Map (FIRM) and Flood Boundary and Floodway Map (FBFM) and
related supporting data. The flood hazard map and supporting data are
hereby adopted by reference."
Section 2111.1: Section 2111.1 is amended to read as follows: "2111.1
General. The construction of masonry fireplaces, consisting of concrete or
masonry, shall be in accordance with this section and Title 5, Chapter 3 of
the Vail Town Code."
Section 2902.2: Section 2902.2 is amended to read as follows: "2902.2
Separate facilities. Separate facilities are not required in structures or
tenant spaces with a total occupant load, including both employees and
customers, of 30 or fewer."
Section 2902.2: Exception 4 is deleted.
Section 3107.1: Section 3107.1 is amended to read as follows: "3107.1
General. Signs shall be designed, constructed and maintained in
accordance with this code and Title 11 of the Vail Town Code."
Section 3109: Section 3109 is amended to read as follows: "Section 3109
Swimming Pool Enclosures and Safety Devices.
3109.1 General. The design and construction of swimming pools, spas and
hot tubs shall comply with the requirements of Sections 3109.2 through
3109.5, other applicable sections of this code, and the Colorado
Department of Public Health and Environment (CDPHE) Water Quality
Control Division standard 5 CCR 1003-5. Where spas or hot tubs are
equipped with a lockable safety cover complying with ASTM F1346 and
swimming pools are equipped with a powered safety cover that complies
with ASTM F1346, the areas where those spas, hot tubs or pools are
located shall be exempt from Sections 3109.2-3109.6.
3109.2 Public and semi-public swimming pools. Public and semi-public
swimming pools shall be completely enclosed by a fence not less than 60
inches (1,524 mm) in height and shall with Sections 3109.4 through 3109.6.
3109.4 Private swimming pools. Private swimming pools shall be
completely enclosed by a barrier not less than 48 inches (1,524 mm) in
height and shall comply with Sections 3109.4-3109.6.
3109.4 Barriers. The vertical clearance between grade and the bottom of
the barrier shall be not greater than 2 inches (51 mm) measured on the side
of the barrier that faces away from the swimming pool. Where the top of
the pool structure is above grade, the barrier is authorized to be at ground
level or mounted on top of the pool structure, and the vertical clearance
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between the top of the pool structure and the bottom of the barrier shall be
not greater than 4 inches (102 mm).
3109.4.1 Openings. Openings in the barrier shall not allow passage of a 4-
inch-diameter (102 mm) sphere.
3109.4.2 Solid barrier surfaces. Solid barriers which do not have openings
shall not contain indentations or protrusions, except for normal construction
tolerances and tooled masonry joints.
3109.4.3 Closely spaced horizontal members. Where the barrier is
composed of horizontal and vertical members and the distance between the
tops of the horizontal members is less than 45 inches (1,143 mm), the
horizontal members shall be located on the swimming pool side of the
fence. Spacing between vertical members shall be not greater than 1.75
inches (44 mm) in width. Where there are decorative cutouts within vertical
members, spacing within the cutouts shall be not greater than 1.75 inches
(44 mm) in width.
3109.4.4 Widely spaced horizontal members. Where the barrier is
composed of horizontal and vertical members and the distance between the
tops of the horizontal members is 45 inches (1,143 mm) or more, spacing
between vertical members shall be not greater than 4 inches (102 mm).
Where there are decorative cutouts within vertical members, spacing within
the cutouts shall be not greater than 1.75 inches (44 mm) in width.
3109.4.5 Chain link dimensions. Mesh size for chain link fences shall be
not greater than a 2.25-inch square (57 mm square) unless the fence is
provided with slats fastened at the top or the bottom that reduce the
openings to not more than 1.75 inches (44 mm).
3109.4.6 Diagonal members. Where the barrier is composed of diagonal
members, the opening formed by the diagonal members shall be not greater
than 1.75 inches (44 mm).
3109.4.7 Clear zone. Where any equipment, including pool equipment, are
on the same lot as a pool or spa and such equipment is located outside of
the barrier protecting the pool or spa, such equipment shall be located not
less than 36 inches (914 mm) from the outside of the barrier.
3109.4.8 Doors and gates. Access doors or gates shall be equipped to
accommodate a locking device. Pedestrian access doors or gates shall
open outward away from the pool and shall be self-closing and have a self-
latching device. If the release mechanism of the self-latching device is
located less than 54 inches (1,372 mm) from the bottom of the door or gate,
the release mechanism shall be located on the pool side of the door or gate
3 inches (76 mm) or more, below the top of the door or gate, and the door
or gate and barrier shall be without openings greater than ½ inch (12.7 mm)
within 18 inches (457 mm) of the release mechanism.
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3109.4.9 Structure wall as a barrier. Where a wall of a structure serves as
part of the barrier, one of the following shall apply:
1. Doors, gates and operable windows with direct access to the pool
through that wall shall be equipped with an alarm that produces an audible
warning when the door or its screen, if present, are opened. The alarm shall
be listed and labeled in accordance with UL 2017. In dwellings not required
to be accessible units, Type A units or Type B units, the alarm deactivation
switch shall be located not higher than 54 inches (1,372 mm) and not less
than 48 inches (1,219 mm) above the finished floor. In dwellings required
to be Accessible units, Type A units or Type B units, the deactivation switch
shall be located not higher than 54 inches (1,372 mm) and not less than 48
inches (1,219 mm) above the finished floor.
2. A safety cover that is listed and labeled in accordance with ASTM F1346
is installed for the pools and spas.
3. An approved means of protection, such as self-closing doors with self-
latching devices, that provides a degree of protection that is not less than
the protection afforded by Item 1 or 2.
3109.4.10 Pool structure as barrier. Where an above-ground pool structure
is used as a barrier or where the barrier is mounted on top of the pool
structure, and the means of access is a ladder or steps, then the ladder or
steps either shall be capable of being secured, locked or removed to
prevent access, or the ladder or steps shall be surrounded by a barrier that
meets the requirements of Sections 3109.4.1-3109.4.8. Where the ladder
or steps are secured, locked or removed, any opening created shall not
allow the passage of a 4-inch-diameter (102 mm) sphere.
3109.5 Indoor swimming pools. Walls surrounding indoor swimming pools
shall not be required to comply with Section 3109.4.9.
3109.6 Prohibited locations. Barriers shall be located so as to prohibit
permanent structures, equipment or similar objects from being used to climb
the barriers.
3109.7 Entrapment avoidance. Suction outlets shall be designed and
installed in accordance with ANSI/APSP-7."
§ 10-1-3. AMENDMENTS TO THE INTERNATIONAL RESIDENTIAL
CODE.
The following amendments are hereby made to the International Residential
Code:
Section 101.1: Section 101.1 is amended to read as follows: "101.1 Title.
These regulations shall be known as the Vail Residential Code."
Section R105.2: Section R105.2, Item 10 in the building portion, is
amended to read as follows: "10. Decks not exceeding 200 sq/ft (18.6 m2)
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in area, not more than 30 inches (762 mm) above grade at any point, and
not serving the exit door required by Section R311.4."
Section R109.1.5: Section R109.1.5 is amended to read as follows:
"R109.1.5 Other inspections. In addition to inspections in Sections
R109.1.1-R109.1.4, the building official is authorized to make or require
other inspections of any construction work to ascertain compliance with this
code and any other Town code, standard, requirement or regulation."
Table R301.2: Table R301.2 is amended to read as follows:
CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA
GROUND
SNOW
LOAD
WIND DESIGN SEISMIC
DESIGN
CATEGORYf
SUBJECT TO DAMAGE FROM ICE BARRIER
UNDER-
LAMENT
REQUIREDh
FLOOD
HAZARDSg
AIR
FREEZING
INDEXi
MEAN
ANNUAL
TEMPj
Speed
(mph)d
Topo-
graphical
effectsk
Special
wind
regionl
Wind-
borne
debris
zonem
Weatheringa Frost
line
deptb
Termitec
140 115 NO NO NO B SEVERE 48" None to
Slight
YES, 100% - 2500 37.4%
MANUAL J DESIGN CRITERIAn
Elevation Altitude
correction
factore
Coincident wet
bulb
Indoor winter
design relative
humidity
Indoor winter
design dry-bulb
temperature
Outdoor winter
design dry-bulb
temperature
Heating
temperature
difference
8150' .745 54º 30% 70º -5º 75º
Latitude Daily Range Indoor summer
design relative
humidity
Summer design
gains
Indoor summer
design dry-bulb
temperature
Outdoor summer
design dry-bulb
temperature
Cooling
temperature
difference
39.64ºN H 50% -33 to -53 75º 82º 7º
Section R301.2.3: Section R301.2.3 is amended to read as follows:
"R301.2.3 Ground and roof snow loads. The ground snow loads to be used
in determining design snow loads shall be 142 pounds per sq/ft. Designs
for roof snow loads shall be as follows:
1. Roof pitches of less than 4:12 shall be designed to carry 100 pounds per
sq/ft.
2. Roof pitches of 4:12 and greater shall be designed to carry 80 pounds
per sq/ft.
All buildings and structures shall be designed in accordance with accepted
engineering practice. Snow loads for decks and exterior balconies shall be
as required for roofs."
Section R309.1: Section R309.1 is amended to read as follows:
"Exception: An automatic sprinkler system is required when a Level 3
alteration, as classified by the Vail Existing Building Code, occurs to a
townhouse unit that is 3,600 sq/ft or greater, including attached garages or
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when additional sq/ft is added to a townhouse that would increase the total
floor area of an individual townhouse unit to 3,600 sq/ft or greater.Existing
townhouses that are 3,600 sq/ft or more may add up to 100 sq/ft of floor
area without triggering the sprinkler retrofit requirement. This exemption
may only be taken once and does not include a detached garage."
Section R309.1.1: Section R309.1.1 is amended to read as follows:
"R309.1.1 Design and installation. Automatic residential fire sprinkler
systems for townhouses shall be designed and installed in accordance with
NFPA 13D, NFPA 13R or NFPA 13 standards and Vail Fire and Emergency
Services fire sprinkler installation standards."
Section R309.2: R309.2 is amended to read as follows:"Exception: An
automatic sprinkler system is required when a Level 3 alteration, as
classified by the Vail Existing Building Code, occurs to a 1- or 2-family
dwelling that is 3,600 sq/ft or greater, including attached garages or when
additional sq/ft is added to a 1- or 2-family dwelling that would increase the
total floor area of an individual 1- or 2-family dwelling unit to 3,600 sq/ft or
greater. Existing 1- or 2-family dwellings of 3,600 sq/ft or greater may add
up to 100 sq/ft of floor area without triggering the sprinkler retrofit
requirement. This exemption may only be taken once. This does not
include a detached garage. For purposes of this Section, a 2-family
dwelling shall be considered 2 separate structures."
Section R309.2.1: Section R309.2.1 is amended to read as follows:
"R309.2.1 Design and installation. Automatic residential fire sprinkler
systems shall be designed and installed in accordance with NFPA 13D,
NFPA 13R and NFPA 13 standards and Vail Fire and Emergency Services
fire sprinkler installation standards."
Section R311.2: Section R311.2 is amended to read as follows: "R311.2.1
Where required. Carbon monoxide alarms shall be provided in accordance
with NFPA 72, NFPA 720, C.R.S. § 38-45-101 and Vail Fire and Emergency
Services alarm installation standards."
Section R311.2.1: Section R311.2.1 is amended to read as follows:
"R311.2.1 New construction. For new construction, carbon monoxide
alarms shall be provided in accordance with NFPA 72, NFPA 720, C.R.S. §
38-45-101 and Vail Fire and Emergency Services alarm installation
standards."
Section R311.3: Section R311.3 is amended with the addition of the
following text:"In addition to the above locations, carbon monoxide alarms
shall be provided in accordance with NFPA 72, NFPA 720, C.R.S. § 38-45-
101 and Vail Fire and Emergency Services alarm installation standards."
Section R311.7: Section R311.7 is amended to read as follows: "R311.7
Carbon monoxide detection systems. Carbon monoxide detection systems
shall be permitted to be used in lieu of carbon monoxide alarms and shall
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comply with NFPA 72, NFPA 720, C.R.S. § 38-45-101 and Vail Fire and
Emergency Services alarm installation standards."
Section R311.7.2: Section R311.7.2 is amended to read as follows:
"R311.7.2 Location. Carbon monoxide detectors shall be installed in
accordance with Section R315.3."
Section R318.7.12: Section R318.7.12 is amended to read as follows:
"Exception: Alternating tread devices are allowed to be used as an element
of a means of egress for lofts, mezzanines and similar areas of 200 gross
sq/ft (18.6 m2) or less where an emergency escape and rescue opening is
provided for the area served and such devices do not provide exclusive
access to a kitchen or bathroom."
Section R318.13: Section R318.13 is amended to read as follows:
"Exception: Ships ladders are allowed to be used as an element of a means
of egress for lofts, mezzanines and similar areas of 200 gross sq/ft (18.6m2)
or less where an emergency escape and rescue opening is provided for the
area served and such devices do not provide exclusive access to a kitchen
or bathroom."
Section R328.1: Section R328.1 is amended to read as follows: "R328.1
General. The design and construction of pools and spas shall comply with
Section 3109 of the Vail Building Code."
Section R331.2: Section R331.2 is amended to read as follows: "R 331.2
Installation. The installation of stationary engine generators shall be in an
approved location and in accordance with the listing, the manufacturer's
installation instructions and NFPA 70."
Section R507.2.4.1: Section R507.2.4.1 is amended by the addition of the
following exception: "Exception: An approved flashing detail in accordance
with Section R507.2.4.1 that prevents moisture and water accumulation on
member surfaces and joints may be utilized in-lieu of preservative-treated
materials."
Section R902.1: Section R902.1 is amended to read as follows: "R902.1
Roofing assemblies. All roof assemblies and roof coverings shall be Class
A. Wood shakes and shingles are prohibited unless exempted for
replacement or repair as defined below. Where the roof profile allows space
between the roof covering and the roof decking at the eave ends, the
spaces shall be constructed to prevent intrusion of flames and embers or
have one layer of 72-pound (32.4 kg) mineral-surfaced non-perforated cap
sheet complying with ASTM D3909 installed over the combustible decking."
Section R902.1.1: Section R902.1 is added to read as follows: "R902.1
Replacement or Repair. Each structure with a nonconforming roof covering
or roof assembly shall be allowed 1 replacement or repair of 25% or less of
the roof area. Replacement or repair in excess of 25% or a second
replacement or repair of the roof covering, or roof assembly shall trigger
replacement of the nonconforming covering or assembly in its entirety.
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Emergency repairs of less than 10 sq/ft shall not be subject to the 25% rule.
For purposes of this section, a 2-family dwelling shall be considered 2
separate structures. Exception: Metal and concrete roofing systems."
Section R902.2 is deleted.
Section R903.5: Section R903.5 is added to read as follows: "R903.5
Snow retention devices. New roof assemblies shall be designed to prevent
accumulations of snow from shedding onto areas directly above or in front
of utility meters and adjacent properties. The design of snow retention
devices shall be provided by a registered design professional or as
determined by the building official. Exception: Roof areas with a horizontal
projection of less than 48 inches that will not receive snow shedding from a
higher roof. The horizontal projection shall be measured perpendicular to
the exterior wall line from the edge of the roof or eave to the intersecting
wall surface."
Section R905.1.2: Section R905.1.2 is amended to read as follows:
"R905.1.2 Ice barriers. Ice barriers shall be installed for all shingle types,
metal roof panels and mineral-surfaced roll roofing. The ice barrier shall
consist of not less than 2 layers of underlayment cemented together, or a
self-adhering polymer modified bitumen sheet shall be used in place of
normal underlayment. The ice barrier shall completely cover all roof
surfaces. Exception: Detached accessory structures that do not contain
conditioned floor area."
Sections R905.7 and R905.8 are deleted.
Section R1001.1: Section R1001.1 is amended to read as follows:
"R1001.1 General. Masonry fireplaces shall be constructed in accordance
with this Section, the applicable provisions of Chapters 3 and 4 of this code,
and with Title 5, Chapter 3 of the Vail Town Code."
Chapters 11-43 are deleted and replaced with the corresponding
provisions of International Codes and National Electric Code.
§ 10-1-4. AMENDMENTS TO THE INTERNATIONAL FIRE CODE.
The following amendments are hereby made to the International Fire Code:
Section 101.1: Section 101.1 is amended to read as follows: "101.1 Title.
These regulations shall be known as the 'Vail Fire Code'."
Section 202: The following definitions are amended to read as follows:
FALSE ALARM. See Title 4 of the Vail Town Code.
FIREWORKS. Any combustible or explosive composition, article, device,
substance or combination of substances, prepared for the primary purpose
of producing a visual or auditory sensation by combustion, explosion,
deflagration or detonation, including without limitation the following articles
and devices commonly known and used as fireworks: sparklers, cold
sparks, toy cannons or toy canes in which explosives are used to propel the
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same, firecrackers, torpedoes, skyrockets, rockets, Roman candles, daygo
bombs, torches, bottle rockets, or other devices of like construction and any
devices containing any explosive or flammable compound, or any tablets or
device containing any explosive substances; and any composition or device
for the purpose of producing a visible or an audible effect for entertainment
purposes by combustion, deflagration or detonation that meets the
definition of 1.3G fireworks or 1.4G fireworks.
PORTABLE OUTDOOR FIREPLACE. A portable, outdoor, solid-fuel
burning fireplace that may be constructed of steel, concrete, clay or other
non-combustible material and equipped with a screen or other approved
spark arrestor, of open design or equipped with a small hearth opening and
a short chimney or chimney opening in the top.
Section 307.1.1: Section 307.1.1 is amended to read as follows: "307.1.1
Prohibited open burning. The following burning activities are prohibited:
1. Open burning.
2. Bonfires.
3. Recreational fires.
4. The burning of any materials when a National Weather Service Red Flag
Warning is activated.
5. The burning of any materials when Stage 2 or 3 fire restrictions are in
place.
6. The use of portable outdoor fireplaces when Stage 2 or 3 fire restrictions
are in place.
Exceptions:
1. Burning conducted for training purposes by Vail Fire and Emergency
Services.
2. If the burning is a smokeless flare or safety flare used to indicate danger
to the public.
3. Open burning conducted pursuant to a permit issued by the fire code
official upon written application, if the fire code official determines that such
burning will be performed without hazard to the public health, safety or
welfare.
4. Prescribed burning for the purpose of reducing the impact of wildland fire
when authorized by the fire code official.
5. The use of propane or natural gas appliances equipped with automatic
shut-off controls."
Section 307.3: Section 307.3 is amended to read as follows: "307.3
Extinguishment authority. Where any open burning, permitted or otherwise
(including the use of a portable outdoor fireplace), creates or adds to a
hazardous situation or creates a nuisance or health risk due to smoke or
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other products of combustion, the fire shall be ordered to be extinguished
by Vail Fire and Emergency Services or Vail Police Department."
Sections 307.4.1 and 307.4.2 are deleted.
Section 308.1.7: Section 308.1.7 is amended to read as follows: "308.1.7
Sky lanterns. The use of sky lanterns is prohibited."
Section 308.1.11: Section 308.1.11 is amended to read as follows:
"308.1.11 Open-flame cooking devices. Charcoal burners and other open-
flame cooking devices shall not be operated on combustible balconies or
within 10 feet (3048 mm) of combustible construction.
Exceptions:
1. 1- and 2-family dwellings.
2. Where buildings, balconies and decks are protected by an automatic
sprinkler system."
3. LP-gas cooking devices having LP-gas container with a water capacity
not greater than 20 pounds [nominal 17-pound (0.454 kg) LP gas capacity.
4. Natural gas cooking devices having a 60-minute automatic shut-off timer.
5. Where approved by the fire code official."
Section 503.6: Section 503.6 is amended to read as follows: "503.6
Security gates. The installation of security gates across a fire apparatus
access road or driveway shall be approved by the fire code official. Where
security gates are installed, they shall have an approved means of
emergency operation. The security gates and the emergency operation
shall be maintained operational at all times. Electric gate operators, where
provided, shall be listed in accordance with UL 325. Gates intended for
automatic operation shall be designed, constructed and installed to comply
with the requirements of ASTM F2200."
Section 603.4: Section 603.4 is amended to read as follows: "603.4
Working space and clearances. Working space around electrical
equipment shall be provided in accordance with Section 110.26 of NFPA 70
for electrical equipment rated 1,000 volts or less, and Section 110.32 of
NFPA 70 for electrical equipment rated over 1,000 volts. The minimum
required working space shall be not less than 30 inches (762 mm) in width,
36 inches (914 mm) in depth and 78 inches (1981 mm) in height in front of
electrical service equipment. Where the electrical service equipment is
wider than 30 inches (762 mm), the minimum working space shall be not
less than the width of the equipment. Storage of materials shall not be
located within the designated working space. The fire code official is
authorized to require electric meters, rapid shut-down switches, and other
main electrical disconnects to be located on the structure's non-shed or
gable end side to protect from snow and ice shedding. When ice or snow
buildup is likely to occur above the electric meter, rapid shut-down, and
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other main electrical disconnects, other approved protection shall be
required. The fire code official is authorized to require a maintenance plan
for vegetation, snow, and ice removal due to the safety of the equipment
and firefighter access challenges."
Section 605.8: Section 605.8 is amended to read as follows: "605.8 Gas
meters. Above-ground gas meters, regulators and piping subject to
damage shall be protected by a barrier complying with Section 312 or
otherwise protected in an approved manner. Gas meters shall be located
on the structure's non-shed or gable end side to protect from snow and ice
shedding. When ice or snow buildup is likely to occur above the gas meter,
other approved protection shall be required. Snow and ice build-up around
gas and other utility meters shall be kept clear and maintained at all times.
The fire code official is authorized to require a maintenance plan for
vegetation, snow, and ice removal due to the safety of the equipment and
firefighter access challenges."
Section 903.3.1.1: Section 903.3.1.1 is amended to read as follows:
"903.2.1.1 NFPA 13 sprinkler systems. Where the provisions of this code
require that a building or portion thereof be equipped throughout with an
automatic sprinkler system in accordance with this section, sprinklers shall
be installed throughout in accordance with NFPA 13 and Vail Fire and
Emergency Services fire sprinkler installation standards except as provided
in Sections 903.3.1.1.1-903.3.1.1.3."
Section 903.3.1.2: Section 903.3.1.2 is amended to read as follows:
"903.1.2 NFPA 13R sprinkler systems. Automatic sprinkler systems in
Group R occupancies shall be permitted to be installed throughout in
accordance with NFPA 13R and Vail Fire and Emergency Services fire
sprinkler installation standards where the Group R occupancy meets all of
the following conditions:
1. 4 stories or less above grade plane.
2. For other than Group R-2 occupancies, the floor level of the highest story
is 30 feet (9,144 mm) or less above the lowest level of fire department
vehicle access. For Group R-2 occupancies, the roof assembly is less than
45 feet (13,716 mm) above the lowest level of fire department vehicle
access. The height of the roof assembly shall be determined by measuring
the distance from the lowest required fire vehicle access road surface
adjacent to the building to the eave of the highest pitched roof, the
intersection of the highest roof to the exterior wall, or the top of the highest
parapet, whichever yields the greatest distance.
3. The floor level of the lowest story is 30 feet (9,144 mm) or less below the
lowest level of fire department vehicle access.
The number of stories of Group R occupancies constructed in accordance
with Sections 510.2 and 510.4 of the International Building Code shall be
measured from grade plane."
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Section 903.3.1.3: Section 903.3.1.3 is amended to read as follows:
"903.3.1.3 NFPA 13D sprinkler systems. Automatic sprinkler systems that
are installed in 1- and 2-family dwellings and townhouses shall be installed
in accordance with NFPA 13D and Vail Fire and Emergency Services
installation standards."
Section 903.4: Section 903.4 is amended to read as follows: "903.4
Sprinkler system supervision and alarms. Automatic sprinkler systems
supervision and alarms shall comply with Section 903.4.1."
Section 903.4.1: Section 903.4.1 is amended by the deletion of all
exceptions.
Section 907.2: Section 907.2 is amended to read as follows: "907.2 Where
required – new buildings and structures. An approved fire alarm system
installed in accordance with the provisions of this code, NFPA 72 and Vail
Fire and Emergency Services installation standards shall be provided in
new buildings, structures, 1- and 2-family dwellings and townhouses in
accordance with Sections 907.2.1-907.2.23 and provide occupant
notification in accordance with Section 907.5, unless other requirements are
provided by another section of this code. Not fewer than 1 manual fire alarm
box shall be provided in an approved location to initiate a fire alarm signal
for fire alarm systems employing automatic fire detectors or waterflow
detection devices. Where other sections of this code allow elimination of
fire alarm boxes due to sprinklers, a single fire alarm box shall be installed.
Exceptions:
1. The manual fire alarm box is not required for fire alarm systems
dedicated to elevator recall control and supervisory service.
2. The manual fire alarm box is not required for Group R-2 occupancies
unless required by the fire code official to provide a means for fire watch
personnel to initiate an alarm during a sprinkler system impairment event.
Where provided, the manual fire alarm box shall not be located in an area
that is open to the public.
3. The manual fire alarm box is not required for fire alarm systems
dedicated to 1- and 2-family dwellings and townhouses."
Section 907.2.11.2: Section 907.2.11.2 is amended to read as follows:
"907.2.11.2 Groups R-2, R-3, R-4, I-2. Single or multiple-station smoke
alarms shall be installed and maintained in Groups R-2, R-3, R-4, I-2, and
all residential properties that are available for rent or lease, regardless of
occupant load, at all of the following locations:
1. On the ceiling or wall outside of each separate sleeping area in the
immediate vicinity of bedrooms.
2. In each room used for sleeping purposes.
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3. In each story within a dwelling unit, including basements but not including
crawl spaces and uninhabitable attics. In dwellings or dwelling units with
split levels and without an intervening door between the adjacent levels, a
smoke alarm installed on the upper level shall suffice for the adjacent lower
level provided that the lower level is less than 1 full story below the upper
level."
Section 1004.1: Section 1004.1 is amended to read as follows: "1004.1
Design occupant load. In determining means of egress requirements, the
number of occupants for whom means of egress facilities are provided shall
be determined in accordance with this section.
Exceptions: Short-term rentals. Any property operating as a short-term
rental pursuant to Chapter 14 of Title 4 of the Vail Town Code shall have
means of egress facilities requirements designated based on 2 occupants
per room plus an additional 2 occupants per residence. There shall be an
additional exception available for short-term rentals with multiple means of
egress per room, subject to the fire code official or designee's specific
approval."
Section 1207.11.3:Section 1207.11.3 is amended to read as follows:
"1207.11.3 Location. ESS shall be installed only in the following locations:
1. Detached garages and detached accessory structures.
2. Attached garages separated from the dwelling unit living space and
sleeping units in accordance with Section 406.3.2 of the International
Building Code.
3. Outdoors or on the exterior side of exterior walls located a minimum of
3 feet (914 mm) from doors and windows directly entering the dwelling unit,
except where smaller separation distances are permitted by the UL 9540
listing and manufacturer's installation instructions.
ESS shall not be installed in sleeping rooms, means of egress, or in closets
or spaces opening directly into sleeping rooms. (Material based on NFPA
855 2023 Ed.)"
§ 10-1-5. AMENDMENTS TO THE INTERNATIONAL ENERGY
CONSERVATION CODE.
The following amendments are hereby made to the International Energy
Conservation Code:
Section C101.1: Section C101.1 is amended to read as follows: "C101.1
Title. These regulations shall be known as the Vail Commercial Energy
Code."
Section C202: Section C202 is amended by the addition of the following
definitions:
ALL-ELECTRIC BUILDING. A building and building site that contains no
combustion equipment, or plumbing for combustion equipment, and that
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uses heat pump technology as the primary supply for heating, cooling, and
service water heating loads.
COMBUSTION EQUIPMENT. Any equipment or appliances used for space
heating, cooling, water heating (including pools and spas), cooking, clothes
drying or lighting that uses natural gas, propane, other fuel gas, or fuel oil.
EV-CAPABLE PARKING SPACE. A parking space for an electric vehicle
(EV) with the electrical panel capacity and conduit installed to support future
implementation of EV charging with a 208/240-volt (or greater), 40-ampere
(or greater) circuit, and a dedicated, labeled space in the electrical panel.
EV-INSTALLED PARKING SPACE. A parking space for an EV that has the
EV supply equipment (EVSE) fully installed from the electrical panel to the
parking space, including charging equipment.
MIXED-FUEL BUILDING. A building and building site that contains
combustion equipment, or plumbing for combustion equipment.
Section C405.14: Section C405.14 is added as follows: "C405.13 EV
charging. EV charging capabilities and required parking spaces shall be
determined according to Table C405.13. Exception: A request for a
reduction in the number of required EV installed parking spaces can be
made if DC fast charging stations are installed to fulfill the requirements of
this subsection. An EV parking study shall be submitted to support the
request and based on the findings of the analysis or study, the building
official is authorized to approve a reduction in the number of required EV-
installed parking spaces."
Section C406.1: Section C 406.1 is amended to read as follows: "C406.1
Additional energy efficiency credit requirements. New all-electric buildings
shall achieve a total of 10 credits and new mixed-fuel buildings shall achieve
a total of 20 credits from Tables C406.1(1) through C406.1(5) where the
table is selected based on the use group of the building and from credit
calculations as specified in relevant subsections of C406."
Table C406.1(2): Table C406.1(2) is amended in part to read as follows:
TABLE C406.1(2)
ADDITIONAL ENERGY EFFICIENCY CREDITS FOR GROUP R AND I
OCCUPANCIES
SECTION CLIM
ATE
ZONE
6B
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C406.7.3: Efficient fossil
fuel water heater b
3
C406.7.4: Heat pump
water heater b
9
Table C406.1(3): Table C406.1(3) is amended in part to read as follows:
TABLE C406.1(3)
ADDITIONAL ENERGY EFFICIENCY CREDITS FOR GROUP E
OCCUPANCIES
SECTION CLIM
ATE
ZONE
6B
C406.7.3: Efficient fossil
fuel water heater a
1
C406.7.4: Heat pump
water heater a
3
a. For schools with showers or full-service kitchens.
Table C406.1(5): Table C406.1(5) is amended in part to read as follows:
TABLE C406.1(5)
ADDITIONAL ENERGY EFFICIENCY CREDITS FOR OTHERa
OCCUPANCIES
SECTION CLIM
ATE
ZONE
6B
C406.7.3: Efficient fossil
fuel water heater b
3
C406.7.4: Heat pump
water heater b
9
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a. Other occupancies include all groups except Groups B, E, I, M, and R.
b. For occupancy groups listed in Section 406.7.1
Section C410.1: Section C401.1 is added to read as follows: "C410.1 EV
charging. EV charging capabilities and required parking spaces shall be
determined according to Table C405.13.
Exception: A request for a reduction in the number of required EV installed
parking spaces can be made if DC fast charging stations are installed to
fulfill the requirements of this subsection. An EV parking study shall be
submitted to support the request and based on the findings of the analysis
or study, the building official is authorized to approve a reduction in the
number of required EV-installed parking spaces."
Table C410.1: Table C410.1 is added as follows:
"TABLE C410.1 EV PARKING SPACESa
Property Type Space Requirements
All commercial properties (incl.
multi-family developments)
5% EV-installed parking spaces +
50% EV-capable parking
spaces
a. These provisions are for new construction only."
Section R101.1: Section R101.1 is amended to read as follows: "R101.1
Title. These regulations shall be known as the Vail Residential Energy
Code."
Section R202: Section R202 is amended by the addition of the following
definitions:
ALL-ELECTRIC BUILDING. A building and building site that contains no
combustion equipment, or plumbing for combustion equipment, and that
uses heat pump technology as the primary supply for heating, cooling, and
service water heating loads.
COMBUSTION EQUIPMENT. Any equipment or appliances used for space
heating, cooling, water heating (including pools and spas), cooking, clothes
drying or lighting that uses natural gas, propane, other fuel gas, or fuel oil.
EV-CAPABLE PARKING SPACE. An EV parking space with the electrical
panel capacity and conduit installed to support future implementation of EV
charging with a 208/240-volt (or greater), 40-ampere (or greater) circuit, and
a dedicated, labeled space in the electrical panel.
MIXED-FUEL BUILDING. A building and building site that contains
combustion equipment or plumbing for combustion equipment.
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SOLAR-READY ZONE. A section of the roof or building overhang
designated and reserved for the future installation of a solar photovoltaic or
solar thermal system.
Section R401.2.5: Section R401.2.5 is amended to read as follows:
"R401.2.5 Additional energy efficiency. This section establishes additional
requirements applicable to all compliance approaches to achieve additional
energy efficiency.
1. For buildings complying with Section R401.2.1, the building shall meet
one of the following:
1.1. For all-electric buildings, one of the additional efficiency package
options shall be installed according to Section R408.2.
2.2. For mixed-fuel buildings, three of the additional efficiency packages
shall be installed, at least one of which addresses the envelope."
Table R402.1.3: Table R402.1.3 is amended by deleting footnote g.
Section R403.7: Section R403.7 is amended to read as follows: "R403.7
Equipment sizing and efficiency rating. Heating and cooling equipment
shall be sized in accordance with ACCA Manual S based on building loads
calculated in accordance with ACCA Manual J or other heating and cooling
calculation methodologies. All new heating and cooling equipment shall
have an efficiency rating of 92% AFUE or better. Exception: The
replacement, alteration or repair of an existing system."
Section R403.14: Section R403.14 is added to read as follows: "R403.14
Gas fireplaces. Gas fueled fireplaces, fire pits and other outdoor fireplaces
and appliances require automatic shut-off controls with a maximum 60-
minute timer."
Section R403.15: Section R403.15 is added as follows: "R403.15 Solar-
ready zone. New 1- and 2-family dwellings and townhouses with not less
than 600 sq/ft (55.74 m2) of roof area oriented between 110 degrees and
270 degrees of true north, shall comply with Sections R403.14.1-R403.7.
Exceptions:
1. A new residential building with a permanently installed on-site renewable
energy system.
2. A building where all areas of the roof that would otherwise meet the
requirements of Section R403.14 are in full or partial shade for more than
70% of daylight hours annually.
R403.15.1. Construction documents shall indicate the solar-ready zone.
R403.15.2 Solar-ready zone. The solar-ready zone shall be not less than
300 sq/ft (27.87 m2) exclusive of mandatory access or setback areas as
required by the Vail Fire Code. New townhouses of 3 stories or less in
height above grade plane and with a total floor area less than or equal to
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2,000 sq/ft (185.8 m2) per dwelling shall have a solar-ready zone area of
not less than 150 sq/ft (13.94 m2). The solar-ready zone shall be composed
of areas not less than 5 feet (1,524 mm) in width and not less than 80 sq/ft
(7.44 m2) exclusive of access or set-back areas as required by the Vail Fire
Code.
R403.15.3 Obstructions. Solar-ready zones shall be free from obstructions,
including without limitation vents, chimneys, and other roof-mounted
equipment.
R403.15.4 Capped roof penetration sleeve. A capped roof penetration
sleeve shall be provided adjacent to all solar-ready zones located on roofs.
The capped roof penetration sleeve shall be sized to accommodate the
future photovoltaic system conduit and shall have an inside diameter of not
less than 1.5 inches (38 mm).
R403.15.5 Roof load documentation. The structural design loads for roof
dead load and roof live load shall be clearly indicated on the construction
documents.
R403.15.6 Interconnection pathway. Construction documents shall indicate
pathways for routing of conduit or plumbing from the solar-ready zone to the
electrical service panel or service hot water system.
R403.15.7 Electrical service reserved space. The main electrical service
panel shall have a reserved space to allow installation of a dual pole circuit
breaker for future solar electric installation and shall be labeled 'For Future
Solar Electric'. The reserved space shall be positioned at the opposite
(load) end from the input feeder location or main circuit location.
R403.15.8 Certificate. A permanent certificate, indicating the solar-ready
zone and other requirements of this Section, shall be posted near the
electrical distribution panel, water heater or other conspicuous location by
the builder or registered design professional."
Section R404.5: Section R404.5 is added as follows: "R404.5 EV
charging. EV charging capabilities and required parking spaces shall be
determined according to Table R404.5."
Table R404.5: Table R404.5 is added as follows:
"TABLE R404.5 EV PARKING SPACESa
Property Type Space Requirements
1- and 2-family dwellings,
townhouses
1 EV-capable space per dwelling
a. These provisions are for new construction only."
Section R404.6: Section R404.6 is added as follows:
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"R404.6 Electric readiness. Systems using gas or propane to serve
individual dwelling units shall comply with R404.6.1 and R404.6.2.
R404.6.1 Receptacle required. A dedicated electrical receptacle connected
to the electric panel with an appropriately sized branch circuit shall be
provided within 36 inches (914 mm) of each gas or propane water heater,
clothes dryer, and conventional cooking appliance.
R404.6.2 Receptacle identification. The branch circuits within the electric
panel serving the future electric appliances shall be appropriately labeled
for their intended use."
§ 10-1-6. AMENDMENTS TO THE INTERNATIONAL PLUMBING CODE.
The Town hereby adopts, by reference, all amendments to the International
Plumbing Code adopted by the State of Colorado and referred to as the
Colorado Plumbing Code, in addition to the following amendments:
Section 101.1: Section 101.1 is amended to read as follows: "101.1 Title.
These regulations shall be known as the Vail Plumbing Code."
Section 103.1: Section 103.1 is amended to read as follows: "103.1
Creation of agency. The Town's Building Department is hereby created and
the official in charge shall be known as the building official. The function of
this agency shall be the implementation, administration, and enforcement
of this code."
Section 115.4: Section 115.4 is deleted.
Section 305.4.1: Section 305.4.1 is amended to read as follows: "305.4.1
Sewer depth. Per Eagle River Water and Sanitation District (ERWSD)
standards, building sewers shall be installed not less than 54 inches (1,372
mm) below grade."
Section 903.1: Section 903.1 is amended to read as follows: "903.1 Roof
extension unprotected. Open vent pipes that extend through a roof shall be
terminated not less than 16 inches (406 mm) above the roof."
Section 903.2: Section 903.2 is amended to read as follows: "903.2 Frost
closure. Vent extensions through a roof or wall shall be not less than 3
inches (76 mm) in diameter. Any increase in size of the vent shall be made
not less than 1 foot (305 mm) inside the thermal envelope of the building."
§ 10-1-7 AMENDMENTS TO THE INTERNATIONAL FUEL GAS CODE.
The Town hereby adopts, by reference, all amendments to the International
Fuel Gas Code adopted by the State of Colorado and referred to as the
Colorado Fuel Gas Code, in addition to the following amendments:
Section 101.1: Section 101.1 is amended to read as follows: "101.1 Title.
These regulations shall be known as the Vail Fuel Gas Code."
Section 103.1: Section 103.1 is amended to read as follows: "103.1
Creation of agency. The Town's Building Department is hereby created and
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the official in charge shall be known as the building official. The function of
this agency shall be the implementation, administration, and enforcement
of this code."
Section 115.4: Section 115.4 is deleted.
Table 503.8:Table 503.8 is amended as follows:
A Clearance above finished grade level, veranda,
porch, deck, or balcony
36 inches
(All other values within the table are unchanged.)
§ 10-1-8. AMENDMENTS TO THE INTERNATIONAL MECHANICAL
CODE.
The following amendments are hereby made to the International
Mechanical Code:
Section 101.1: Section 101.1 is amended to read as follows: "101.1 Title.
These regulations shall be known as the Vail Mechanical Code."
Section 103.1: Section 103.1 is amended to read as follows: "103.1
Creation of agency. The Town's Building Department is hereby created and
the official in charge shall be known as the building official. The function of
this agency shall be the implementation, administration, and enforcement
of this code."
Section 115.4:Section 115.4 is deleted.
Section 401.4: Section 401.4 is amended by the addition of the following
text: "5. The bottom of intake openings shall be located not less than 36
inches (914 mm) above finished grade."
Section 701.3: Section 701.3 is added to read as follows: "701.3
Combustion air ducts. Combustion air ducts shall terminate to the outside
a minimum of 36 inches (914 mm) above finished grade."
Section 804.3.4: Section 804.3.4 is amended by the addition of the
following: "6. The bottom of the vent termination shall be located not less
than 36 inches (914 mm) above finished grade."
§ 10-1-9. AMENDMENTS TO THE INTERNATIONAL EXISTING
BUILDING CODE.
The following amendments are hereby made to the International Existing
Building Code:
Section 101.1: Section 101.1 is amended to read as follows: "101.1 Title:
These regulations shall be known as the Vail Existing Building Code."
Section 103.1: Section 103.1 is amended to read as follows: "103.1
Creation of agency. The Town's Building Department is hereby created and
the official in charge shall be known as the building official. The function of
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this agency shall be the implementation, administration, and enforcement
of this code."
Section 101.4.2: Section 101.4.2 is amended to read as follows: "101.4.2
Buildings previously occupied. The legal occupancy of any building existing
on the date of adoption of this code shall be permitted to continue without
change, except as is specifically covered in this code, the Vail Fire Code, or
as deemed necessary by the code official for safety."
§ 10-1-10. AMENDMENTS TO THE NATIONAL ELECTRICAL CODE.
The Town hereby adopts, by reference, all amendments to the National
Electrical Code adopted by the State of Colorado and referred to as the
Colorado Electrical Code.
§ 10-1-11. AMENDMENTS TO THE UNIFORM CODE FOR THE
ABATEMENT OF DANGEROUS BUILDINGS.
The following amendments are hereby made to the Uniform Code for the
Abatement of Dangerous Buildings:
Section 301: Section 301 is amended to read as follows, including the
addition of the following definitions: "Section 301 General. For the purpose
of this code, certain terms, phrases, words, and their derivatives shall be
construed as specified in this section or as specified in the Vail Building
Code.
BUILDING CODE is the International Building Code, as adopted and
amended by the Vail Building Code.
DANGEROUS BUILDING is any building or structure deemed to be
dangerous under Section 302 of this code."
§ 10-1-12. VIOLATION AND PENALTY.
(A) It is unlawful for any person to violate any provision of any code
adopted in this Chapter.
(B) Violations of this Chapter shall be subject to the penalties provided
in § 1-4-1 of this Code. Each day the violation continues shall constitute a
separate offense. In addition, the Town may maintain an action for
damages, declaratory relief, specific performance, injunction, or any other
appropriate relief for a violation of any provision of this Chapter.
§ 10-1-13. APPEALS.
(A) Appeal of Building Official or Fire Code Official actions:
(1) Authority: The Building and Fire Code Appeals Board (the
"Board") shall have the authority to hear and decide appeals from any order
or decision of the Building Official or Fire Code Official under this Chapter.
An appeal shall be based on a claim that the intent of this code or the rules
legally adopted thereunder have been incorrectly interpreted, the provisions
of this Chapter do not fully apply, or an equivalent or better form of
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construction is proposed. The Board shall not have the authority to waive
any specific requirement of this Chapter.
(2)Initiation:An appeal may be initiated by any resident, property
owner, or contractor adversely affected by any order or decision of the
Building Official or Fire Code Official under this Chapter. Failure to file a
timely appeal shall constitute a waiver of any rights under this Chapter to
appeal any order, decision, determination or interpretation by the Building
Official or Fire Code Official.
(3) Procedure:
(a) A written notice of appeal shall be filed with the Community
Development Department within fourteen (14) days of the decision
or order being appealed. Upon the filing of the appeal, the Building
Official shall gather and forward all records concerning the subject
matter of the appeal to the Board.
(b) The appeal shall be considered by the Board at its next
regularly scheduled meeting.
(c) The Board may affirm, reverse, or modify the action of the
Building Official or Fire Code Official, or schedule a hearing. Failure
of the Board to act within thirty (30) days of receipt of the appeal
information shall be deemed concurrence with the action of the
Building Official or Fire Code Official.
(d) If a hearing is deemed necessary, it shall be held within thirty
(30) days of the first consideration by the Board. Written notice shall
be sent to the appellant a minimum of seven (7) days prior to the
scheduled hearing. The Board may grant one continuance of the
hearing of up to thirty (30) days.
(e) On all appeals, the Board shall, make findings of fact based
on the evidence presented and issue a written order.
(B) Appeal of Board actions:
(1) Authority:The Town Council shall have the authority to hear
and decide appeals from any order of the Board.
(2) Initiation: An appeal may be initiated by any resident, property
owner, or contractor adversely affected by any order of the Board. Failure
to file a timely appeal shall constitute a waiver of any rights to appeal any
order of the Board.
(3) Decision: The Town Council may affirm, reverse, or modify
the order of the Board. The Town Council shall make findings of fact based
on the evidence presented.
(4) Final Decision: The decision of the Town Council shall be
final, subject only to judicial review by a court of competent jurisdiction
under C.R.C.P. 106(a)(4).
33
Section 2.If any part, section, subsection, sentence, clause or phrase of this
ordinance is for any reason held to be invalid, such decision shall not effect the validity of
the remaining portions of this ordinance; and the Town Council hereby declares it would
have passed this ordinance, and each part, section, subsection, sentence, clause or
phrase thereof, regardless of the fact that any one or more parts, sections, subsections,
sentences, clauses or phrases be declared invalid.
Section 3.The Town Council hereby finds, determines and declares that this
ordinance is necessary and proper for the health, safety and welfare of the Town and the
inhabitants thereof.
Section 4.The amendment of any provision of the Vail Town Code as provided
in this ordinance shall not affect any right which has accrued, any duty imposed, any
violation that occurred prior to the effective date hereof, any prosecution commenced, nor
any other action or proceeding as commenced under or by virtue of the provision
amended. The amendment of any provision hereby shall not revive any provision or any
ordinance previously repealed or superseded unless expressly stated herein.
Section 5.All bylaws, orders, resolutions and ordinances, or parts thereof,
inconsistent herewith are repealed to the extent only of such inconsistency. This repealer
shall not be construed to revise any bylaw, order, resolution or ordinance, or part thereof,
theretofore repealed.
INTRODUCED, READ ON FIRST READING, APPROVED, AND ORDERED
PUBLISHED ONCE IN FULL ON FIRST READING this 1st day of October, 2024, and a
public hearing for second reading of this Ordinance set for the 15th day of October, 2024,
in the Council Chambers of the Vail Municipal Building, Vail, Colorado.
_____________________________
Travis Coggin, Mayor
ATTEST:
____________________________
Stephanie Kauffman, Town Clerk
READ AND APPROVED ON SECOND READING AND ORDERED PUBLISHED
this 15th day of October, 2024.
_____________________________
Travis Coggin, Mayor
ATTEST:
____________________________
Stephanie Kauffman, Town Clerk