HomeMy WebLinkAboutOrdinance - 2020-O0016 - Adopting The 2020 International Building Code - 02/11/2020 First Reading Second Reading
January 28,2020 February 11, 2020
Item No. 7.12 Item No. 7.8
ORDINANCE NO. 2020-00016
AN ORDINANCE AMENDING ARTICLE 28.09 OF THE CODE OF ORDINANCES OF
THE CITY OF LUBBOCK, TEXAS WITH REGARD TO ADOPTION OF THE 2015
INTERNATIONAL BUILDING CODE SAND PROVIDING FOR CERTAIN
AMENDMENTS THERETO TO MEET LbCAL CONDITIONS; PROVIDING A
PENALTY; PROVIDING A SAVINGS CLAUSh; PROVIDING FOR PUBLICATION;
AND PROVIDING AN EFFECTIVE DATE.
WHEREAS, it is the opinion of the City Council that the best interests of the citizens of the
City of Lubbock would be served by adoption of the 2015 International Building Code with
certain amendments to meet local conditions;NOW THEREFORE:
BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF LUBBOCK:
SECTION 1. THAT Article 28.09 of the Code of Ordinances of the City of Lubbock
is hereby amended to read as follows:
ARTICLE 28.09 BUILDING CODE
Division 1.Generally
Sec.28.09.001 Adopted
(a) The 2015 edition of the International Building Code published by the
International Code Council,Inc.,as hereinafter amended,including all appendices and
reference standards not specifically excluded below,is hereby adopted as the building
code of the city.
Exceptions. The following provisions are specifically excluded from adoption:
(1) Chapter I 1 -Accessibility.
(2) Appendix A-Employee Qualifications.
(3) Appendix B -Board of Appeals.
(4) Appendix D -Fire Districts.
(5) Appendix E- Supplemental Accessibility Requirements.
(6) Appendix F-Rodentproofing.
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(7) Appendix G - Flood-Resistant Construction. Projects must instead
conform to the applicable provisions of article 30.03 of the Lubbock Code of
Ordinances.
(8) Appendix J -Grading.
(9) Appendix K-Administrative Provisions.
(10) Appendix L- Earthquake Recording Instrumentation.
(11) Appendix M-Tsunami-Generated Flood Hazard.
(b) A copy of said building code is attached hereto and incorporated herein as
though set out herein in detail. References to the International Building Code in this
article shall mean the 2015 edition.One copy of the 2015 International Building Code
shall be filed with the city secretary and a copy shall be maintained in the office of the
city building official. All such copies, with the amendments thereto, shall be open to
public inspection during the usual business hours of the offices where they are
maintained.
Sec.28.09.002 Administration
Chapter 1 of the 2015 International Building Code,entitled"Administration," is
hereby deleted in its entirety,and the following sections 28.09.003 through
28.09.091 substituted therefor.
Sec.28.09.003 Intent and purpose
The purpose of this code is to establish the minimum requirements to safeguard the
public health, safety and general welfare through structural strength,means of egress
facilities,stability, sanitation, adequate light and ventilation,energy conservation,
and safety to life and property from fire and other hazards attributed to the built
environment and to provide safety to firefighters and emergency responders during
emergency operations.
Sec.28.09.004 Administrative provisions
Provisions governing the administration of the 2015 International Building Code
shall be as set forth herein.
See.28.09.005 General administrative provisions
Provisions governing the administration of the 2015 International Building Code
shall be as set forth herein.
Sec.28.09.006 Supplemental administrative provisions
The following administrative provisions are in addition to the general administrative
provisions of articles 28.01 through 28.08 of this chapter, and are specific to projects
within the scope of this article(the 2015 International Building Code).
Secs.28.09.007-28.09.040 Reserved
Division 2.Construction Documents; Specific Submittal Requirements
Sec.28.09.041 Construction documents; specific submittal requirements
In addition to submittal requirements specified in article 28.05,division l of this
code,the documentation described in sections 28.09.042 through 28.09.046 of this
code shall be submitted, as applicable.
Sec. 28.09.042 Fire protection system shop drawings
Shop drawings for fire protection system(s)shall be submitted to indicate
conformance with this code and the construction documents and shall be approved
prior to the start of system installation. Shop drawings shall contain all information
as required by the referenced installation standards in Chapter 9 of the International
Building Code,and shall be reviewed by the fire marshal.
Sec.28.09.043 Means of egress
The construction documents shall show in sufficient detail the location,construction,
size and character of all portions of the means of egress in compliance with the
provisions of this code. In other than occupancies in group R-3,the construction
documents shall designate the number of occupants to be accommodated on every
floor,and in all rooms and spaces.
Sec.28.09.044 Exterior wall envelope
Construction documents for all buildings shall describe the exterior wall envelope in
sufficient detail to determine compliance with this code.The construction documents
shall provide details of the exterior wall envelope as required, including flashing,
intersections with dissimilar materials,corners,end details,control joints,
intersections at roof,eaves or parapets,means of drainage,water-resistive membrane
and details around openings. The construction documents shall include
manufacturer's installation instructions that provide supporting documentation that
the proposed penetration and opening details described in the construction
documents maintain the weather resistance of the exterior wall envelope. The
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supporting documentation shall fully describe the exterior wall system which was
tested,where applicable, as well as the test procedure used.
Sec.28.09.045 Site plan
The construction documents submitted with the application for permit shall be
accompanied by a site plan showing to scale the size and location of new
construction and existing structures on the site,distances from lot lines,the
established street grades and the proposed finished grades and,as applicable,flood
hazard areas, floodways,and design flood elevations; and it shall be drawn in
accordance with an accurate boundary line survey. In the case of demolition,the site
plan shall show construction to be demolished and the location and size of existing
structures and construction that are to remain on the site or plot. The building official
is authorized to waive or modify the requirement for a site plan when the application
for permit is for alteration or repair or when otherwise warranted.
Sec.28.09.046 Survey and survey certificate
At the time of application for a building permit for first-time construction of a
building upon a lot previously undeveloped with buildings,and at other times as
determined necessary by the building official,the applicant shall furnish a certificate,
prepared by a licensed surveyor,attesting to having performed a recent survey of the
subject lot,and having placed boundary line corner stakes thereon. The property
owner or building contractor shall be responsible for boundary line corner stakes
being in place at the time of the first inspection by the building official. Said
certificate shall also state whether or not the subject lot lies within a special flood
hazard area as determined by the latest FEMA flood insurance rate map(FIRM) for
the City of Lubbock,in which case the applicant must also follow procedures under
Section 30.03.042 of this Code of Ordinances(Development Permit Application). In
all cases where it may appear to the building official that the proposed improvements
will encroach upon any easement or public way,or come within established building
lines,or affect setback requirements under any ordinance,the building official is
required to refer the application for permit to the city engineer and/or the city
planner,as applicable,and secure their approvals before issuing a building permit.
Secs.28.09.047-28.09.080 Reserved
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Division 3. Inspections
Sec.28.09.081 Scope
The building official,upon notification from the permittee, shall make the
inspections set forth in sections 28.09.082 through 28.09.091 below.
Sec. 28.09.082 Footing and foundation inspection
Footing and foundation inspections shall be made after excavations for footings are
complete and any required reinforcing steel is in place. For concrete foundations,any
required forms shall be in place prior to inspection. Materials for the foundation shall
be on the job, except where concrete is ready mixed in accordance with ASTM C 94,
the concrete need not be on the job.
Sec. 28.09.083 Concrete slab and under-floor inspection
Concrete slab and under-floor inspections shall be made after in-slab or under-floor
reinforcing steel and building service equipment,conduit,piping accessories and
other ancillary equipment items are in place,but before any concrete is placed or
floor sheathing installed, including the subfloor.
Sec.28.09.084 Finished floor elevation
In flood hazard areas, upon placement of the lowest floor, including the basement,
and prior to fizrther vertical construction,the elevation certification required in article
30.03 of the Code of Ordinances shall be submitted to the building official. Where
necessary to determine that the finished floor elevation is in compliance with other
provisions of this code,the building official is authorized to require that an elevation
certificate be prepared by a registered professional land surveyor or a licensed
professional engineer prior to authorizing further vertical construction.
Sec.28.09.085 Framing
Framing inspections shall be made after the roof deck or sheathing,all framing,fire
blocking and bracing are in place and pipes,chimneys and vents to be concealed are
complete and the rough electrical, plumbing,heating wires,pipes and ducts are
approved.
Sec. 28.09.086 Lath and gypsum board
Lath and gypsum board inspections shall be made after lathing and gypsum board,
interior and exterior, is in place,but before any plastering is applied or gypsum board
joints and fasteners are taped and finished.
Exception: Gypsum board that is not part of a fire-resistance-rated assembly or a
shear assembly.
Sec.28.09.087 Fire-resistant penetrations
Protection of joints and penetrations in fire-resistance-rated assemblies shall not be
concealed from view until inspected and approved.
Sec.28.09.088 Energy efficiency
Inspections shall be made to determine compliance with the adopted energy
conservation code and shall include,but not be limited to, inspections for: envelope
insulation R and U values, fenestration U-value,duct system R-value,and HVAC
and water-heating equipment efficiency.
Sec.28.09.089 Other inspections
In addition to the inspections specified above,the building official is authorized to
make or require other inspections of any construction work to ascertain compliance
with the provisions of this code and other laws that are enforced by the department of
building safety.
Sec. 28.09.090 Special inspections
For special inspections, see Section 1704 of the International Building Code.
Sec.28.09.091 Final inspection
The final inspection shall be made after all work required by the building permit is
completed.
Secs.28.09.092-28.09.130 Reserved
Division 4.Specific Amendments
Sec.28.09.131 Adopted
Specific amendments to the International Building Code adopted in Section
28.09.001 are as follows:
(1) Storm Shelters. Section 423 is hereby amended to read as follows:
423.1 General. This section applies to the construction of storm
shelters constructed as separate detached buildings or constructed as
rooms or spaces within buildings for the purpose of providing
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protection from storms that produce high winds,such as tornadoes
during the storm. Such structures shall be designed to be tornado
shelters. Design of facilities for use as emergency shelters after the
storm are outside the scope of ICC 500 and shall comply with Table
1604.5 as a Risk Category IV Structure.
423.2 Construction. In addition to other applicable requirements in
this code,storm shelters shall be constructed in accordance with ICC
500 for tornado shelters.The City of Lubbock is in the 250 mph wind
speed area of Figure 304.2(1)of ICC 500. Buildings or structures that
are also designated as emergency shelters shall also comply with
Table 1604.5 as Risk Category IV structures.
Exceptions:
1. Sanitation facilities per ICC 500 shall not be required.
2. Doors and shutters shall not be required to auto latch if all of the
following are met:
a.The opening is not required to be auto latched by other
requirements within this code.
b. The opening has adjacent signage complying with Section
703.5 Visual Characters of the 2012 Texas Accessibility
Standards with text stating "In case of tornado,close this
door" or similar text.
c. Doors shall comply with Section 503.3 of ICC 500.
423.3 Critical emergency operations. 911 call stations,emergency
operations centers, fire stations,rescue stations,ambulance stations,
and police stations shall comply with Table 1604.5 as a Risk Category
IV structure and shall be provided with a storm shelter constructed per
Section 423.2.
423A Group E occu ancies. Group E occupancies with an occupant
load of 50 or more shall have a storm shelter constructed in
accordance with Section 423.2.
Exceptions:
1. Group E day care facilities.
2. Group E occupancies accessory to places of religious worship.
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3. Buildings meeting the requirements for shelter design in ICC 500,
423.4.1 Required occupant capacity. The required occupant capacity
of the storm shelter shall include all of the buildings on the site and
shall be the greater of the following:
1.The total occupant load of the classrooms,vocational rooms, and
offices in the Group E occupancy.
2. The occupant load of any indoor assembly space that is associated
with the Group E occupancy.
Exceptions:
1. Where a new building is being added on an existing Group E site,
and where the new building is not of sufficient size to accommodate
the required occupant capacity of the storm shelter for all of the
buildings on the site,the storm shelter shall at a minimum
accommodate the required occupant capacity for the new building.
2. Where approved by the code official,the required occupant
capacity of the shelter shall be permitted to be reduced by the
occupant capacity of any existing storm shelters on the site.
423.4.2 Location. Storm shelters shall be located within the buildings
they serve or shall be located where the maximum distance of travel
from not fewer than one exterior door of each building to a door of
the shelter serving that building does not exceed 1,000 feet.
(2) Accessible means of egress. Section 1009 is hereby deleted in its
entirety.
(3) Controlled egress doors in Groups-I-1 and I-2. Section 1010.1.9.6 is
hereby amended to read as follows:
1010.1.9.6 Controlled egress doors in Groups I-1 and 1-2. Electric
locking systems, including electro-mechanical locking systems and
electromagnetic locking systems,shall be permitted to be locked in the
means of egress in Group 1-1 or I-2 occupancies where the clinical
needs of persons receiving care require their containment. Controlled
egress doors shall be permitted in such occupancies where the building
is 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,
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provided that the doors are installed and operate in accordance with all
of the following:
1. The door locks shall unlock on actuation of the automatic
sprinkler system or automatic fire detection system.
2. The door locks shall unlock on loss of power controlling the
lock or lock mechanism.
3. The door locking system shall be installed to have the capability
of being unlocked by a switch located at the fire command center, a
nursing station or other approved location. The switch shall directly
break power to the lock.
4. A building occupant shall not be required to pass through more
than one door equipped with a controlled egress locking system before
entering an exit.
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5. The procedures for unlocking the doors shall be described and
approved as part of the emergency planning and preparedness required
by Chapter 4 of the International Fire Code.
6. All clinical staff shall have the keys, codes or other means
necessary to operate the locking systems.
7. Emergency lighting shall be provided at the door.
8. The door locking system units shall be listed in accordance with
UL 294.
Exceptions:
1. Items 1, 2 and 4 shall not apply to doors to areas occupied by
persons who,because of clinical needs,require restraint or containment
as part of the function of a psychiatric treatment area.
2. Items 1 through 4 shall not apply to doors to areas where a listed
egress control system is utilized to reduce the risk of child abduction
from nursery and obstetric areas of a Group 1-2 hospital.
(4) Delayed egress. Section 1010.1.9.7 is hereby amended to read as
follows:
1010.1.9.7 Delayed egress.. Approved, listed, delayed egress
locking systems shall be permitted to be installed on doors
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serving any occupancy except Group A, E and H occupancies
in buildings that 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. The locking system shall be
installed and operated 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, or other
location approved by the fire official.
4. The initiation of an irreversible process which will
release the lock 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
[30] SECONDS.
6. Emergency lighting shall be provided at the door.
(5) Access controlled a ergr ss doors. Section 1010.1.9.8 is hereby amended
to read as follows:
1010.1.9.8 Access controlled a ress doors. The electric locks on
sensory released doors located in a means of egress in buildings with
an occupancy in Group A, B, E, 1-1, I-2, I-4, M, R-1 or R-2 and
entrance doors to tenant spaces in occupancies in Groups A, B, E, I-1,
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I-2, I-4, M, R-1 and 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, intent on exiting the building. 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(10 16 mm to 1219 mm)vertically
above the floor, in sight and within 5 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 "If door
will not operate, PUSH TO EXIT." When operated, the manual
unlocking device shall result in direct interruption of power to the
lock-independent of other electronics-and the doors shall remain
unlocked for not less than 30 seconds. The manual unlocking device
shall be provided with a hinged,clear plastic cover.
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. Entrance doors in buildings with an occupancy in Group A,E or
M shall not be secured from the egress side during periods that the
building is open to the general public. A readily visible, durable sign
shall be posted on the egress side of such entrance doors stating: THIS
i DOOR TO REMAIN UNLOCKED WHEN THIS SPACE IS
OCCUPIED. The sign shall be in letters one (1) inch high on a
contrasting background. For purposes of this section, "entrance doors"
refer to building or tenant space perimeter doors..
7. The door locking system units shall be listed in accordance with UL
294.
(6) (Ventilation) General. Section 1203.1 is hereby amended to read as
follows:
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1203.1 General. Buildings shall be provided with natural ventilation in
accordance with Section 1203.4, or mechanical ventilation in
accordance with the International Mechanical Code.
(7) Second (emergency overflow drains or scupRers.Section 1503.4.1
is hereby amended to read as follows:
1503.4.1 Second emergency overflow)drains or scuppers. Where
roof drains are required, secondary(emergency overflow)roof drains
or scuppers shall be provided where the roof perimeter construction
extends above the roof in such a manner that water will be entrapped
if the primary drains allow buildup for any reason. The installation
and sizing of secondary emergency overflow drains, leaders and
conductors shall comply with Sections 1106 and 1108, as applicable,
of the International Plumbing Code. Refer to Figures L 1611.2(1),
L1611.2(2), and L1611.2(3) for roof drainage system constructions.
The roof structure shall be designed to support the load of ponding
rainwater when the rain load on the undeflected roof exceeds 20 psf
(0.96 kN/m2)as determined by Section 1611.1.
(8) Scuppers. Section 1503.4.2 is hereby amended to read as follows:
1503.4.2 Scuppers. When scuppers are used for secondary
(emergency overflow) roof drainage, the quantity, size, location and
inlet elevation of the scuppers shall be sized to prevent the depth of
ponding water from exceeding that for which the roof was designed as
determined by Sections 1607.12, 1608, and 1611. The flow through
the primary system shall not be considered when locating and sizing
scuppers. The quantity, size, location and inlet elevation of the
secondary overflow scuppers shall be designed and constructed to
meet all of the following,as applicable:
1. Where secondary overflow scuppers are used, they shall be
sized to have an opening area at least three times the area of the
primary roof drains,shall have a minimum opening dimension(height
or width) of 4 inches, and shall be installed in the adjacent parapet
walls with the inlet flow line located not more than 2 inches(51 mm)
above the low point of the roof drainage area served. Refer to Figure
L1611.2(4).
2. Where secondary overflow drains are used in lieu of scuppers,
they shall have the same size as the primary roof drains and shall be
installed with the inlet flow line located not more than 2 inches (51
mm) above the low point of the roof drainage area served. Refer to
Figure L1611.2(5).
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3. Secondary overflow drains shall discharge to an approved
location and shall not be connected to the primary roof drain lines.
(9) General (Live loads). Section 1607.1 is hereby amended to read as
follows:
1607.1 General. Live loads are those loads defined in Chapter 2 of this
code.. A summary of various live load factors,as well as other climatic
and geographic design criteria to be used in Lubbock, Texas, is
included in Table L 1607 below.
TABLE L1607
SUMMARY OF CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA
Ground Snow Load: P,=15 psf
Design Wind Speed:
Risk Category 1 Buildings: Vull=105 mph,V„d=81.5 mph
Risk Category II Buildings: V„n=115 mph,V,sd=89 mph
Risk Category III and IV Buildings: V,,,,=120 mph,V„d=93 mph
Seismic Design Category: SDC=A
Mapped Spectral Response S,=0.0788
Acceleration at Short Period:
Mapped Spectral Response 51=0.032g
Acceleration at 1-Second Period:
Weathering: Moderate
Frost Line Depth: 14 Inches
Termite: Moderate to Heavy
Decay! None to Slight
Summer Dry Bulb Temperature 96 Degrees F.
Summer Wet Bulb Temperature: 69 Degrees F.
Winter Dry Bulb Temperature, 15 Degrees F.
Heating Degree Days: 3499 Days
Cooling Degree Days: 1738 Days
Climate Zone: 7B;Zone 3 per ASHRAE 90.1
Flood Hazards: Refer to Chapter 30,Article 30.03 of
the Code of Ordinances
100 Year Hourly Rainfall Rate: I i=3.3 Inches per Hour
(10) General (Reduction in roof live loads). Section 1607.12.2 is hereby
amended to read as follows:
1607.12.2 General (Reduction in roof live loads). The minimum
uniformly distributed live loads of roofs and marquees, Lo, in Table
1607.1 are permitted to be reduced in accordance with Section
1607.12.2.1 except that no roof live load reduction is permitted for any
structural roof member on roofs having slopes less than or equal to four
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(4)inches per foot,or on any arch or dome having a rise less than one-
eighth of the span.
(11) Special design rain loads.A new Section 1611.4 is hereby added,which
shall read as follows:
1611.4 Special design rain loads. Where the roof perimeter
construction extends above the roof and scuppers are used for either
primary draingage or secondary emergency overflow, the scuppers
shall be designed in accordance with Table L1611.2 in order to limit
the rain load on the roof to 20 psf (0.96 kN/mz) or less. The roof
structure shall be designed for additional rain load in accordance with
Section 1611.1 if the wall and roof drainage areas contributing water to
a scupper exceed the values shown in Table L1611.2.
Table L1611.2
MAXIMUM CONTRIBUTING AREAS FOR PARAPET WALL SCUPPERS
For This Table:d,=2",1 a 3.3 InJhr.,and Rain Load,R=20 psf
Width of Scupper,b(inches) Maximum Contributing Roof and
Wall Areas,A(square feet)
4" 849
5" 1061
6" 1273
7" 1485
6" 1697
10" 2122
12" 2546
16" 3395
24" 5092
A= Maximum Allowable Horizontally Projected Roof Areas Plus One-Half of
the Vertical Wail Areas Contributing to the roof drainage area so that the
maximum Rain toad on the roof,R,does not exceed 20 psf.
(3.846"of Water Weighs 20 psf,which is equal to the Roof Live Load)
d,= Depth of Rainwater from the Primary Roof Drain up to the Bottom of the
Scupper Inlet(also referred to as Static Head),inches.
For this Table;d,=2".
dh= Maximum Depth of Additional Rainwater Above the Bottom of the Scupper
Inlet(also referred to as Hydraulic Head),inches.
For this Table;dh=1.846"maximum.
I = The Rate of Rainfall for Lubbock,Texas,is 3.3 inches per hour as
shown in Appendix B of the 2012 IPC. The Rate of Rainfall is based on a
storm of 1 hour duration and a 100 year return period.
Q= 2.9xbxdhl.5 A=Q/i
Q= Flow Rate Through the Scupper,gallons per minute
Note: The minimum Scupper Height shall be 4'. Scupper heights greater than
4'do not change the values In the Table.
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ROOF SLOPED ME: OVERFLOW SCUPPERS SHALL
AS REQUIRED HAVE 3 TIMES THE AREA OF THE
TO DRAIN OVER ROOF DRAIN AND SHALL HAVE A
ROOF EDGE MINIMUM HEIGHT OF 4'.
SECONDARY OVERFLOW
ROOF GUTTER ROOF DRAIN, IPC SCUPPER,
AS REQUIRED, TABLE LI 106.2(1) SECONDARY ROOF
PRIMARY ROOF DRAIN, IBC TABLE
DRAIN, IPC L1611.2 AND IPC
TABLE LH06.6 TABLE L1107.3(2)
rDRAJN,
rPRIMARY ROOF MARY ROOFDRAIN, IPC TABLE IPC TABLE POINTL1106.2(1) 06.2(1) OF DOWNSPOUTW POINT I I
OF ROOF
AS REQUIRED, IPC
TABLE 1106.2(2) FACE OF OPTIONAL
FACE OF EXISTING I I OVERFLOW
EXISTING WALL II DOWNSPOUT,
WALL PRIMARY STORM (I IPC TABLE
DRAIN, IPC TABLE II L1106.2(2)
PRIMARY STORM L1106.2(1) I
DRAIN, IPC TABLE (I
Ll 106,2(l) SECONDARY STORM II
DRAIN, IPC TABLE I I
OVERFLOW LI 106.2(1) II
? DISCHARGE OVERFLOW DISCHARGE I I
ABOVE GRADE ABOVE GRADE II OVERFLOW
G ADE FIRST FLOOR i DISCHARGE
ABOVE
- / (TYP.)
UNE (TYP.) GRADE
DRAIN TO STORM DRAIN TO STORM
DRAINAGE SYSTEM DRAINAGE SYSTEM
1
ROOF DRAINAGE ROOF DRAIN AND ROOF DRAIN AND
AND SLOPED ROOF OVERFLOW DRAIN OVERFLOW SCUPPER
IBC FIGURE L1611,2(1) IBC FIGURE L1611.2(2) IBC FIGURE L1611.2(3)
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z PARAPET WALL
U.
�o
�z �
ani SCUPPER IN EXTERIOR
o z r WALL, SECONDARY ROOF
DRAINAGE SYSTEM, TOP OF
M IBC TABLE L1611.2
POKED
c RAINWATER
N
\-Y4:112 MINIMUM
ROOF SLOPE
ROOF DRAIN AT LOW
POINT OF ROOF, PRIMARY
ROOF DRAINAGE SYSTEM
IPC TABLE
L1106.3
-L--Vt-J16rJ1
IPC TABLE
L1106.2(1)
TYPICAL PERIMETER WAIL SCUPPER
IBC FIGURE L1611.2(4)
SEONDARY
ROOF DRA4A ��RW INLET LEVEL OF TOP OF
POINT OF OVERFLOW DRAIN PONDED
PRIMARY RAINWATER
DRAINAGE
C14 L
LL
O
OOR
IPC TINDEPENDENT fn c
L1106.3 DRAIN LINES, IPC
TABLE L1106.2(1)
TYPICAL INTERIOR ROOF DRAINS
IBC FIGURE L1611.2(5)
(12) Siterg ading_ Section 1804.4 is hereby amended to read as follows:
1804.4 Site gradin,~. The ground immediately adjacent to the
foundation shall be sloped away from the building at a slope of not less
than one unit vertical in 20 units horizontal (5-percent slope) for a
minimum distance of 10 feet(3 048 mm)measured perpendicular to the
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s
face of the wall. If physical obstructions or lot lines prohibit 10 feet
(3048 mrn) of horizontal distance, a 5-percent slope shall be provided
to an approved alternative method of diverting water away from the
foundation. Swales used for this purpose shall be sloped a minimum of
2 percent where located within 10 feet (3048 mm) of the building
foundation. Impervious surfaces within 10 feet (3048 mm) of the
building foundation shall be sloped a minimum of 2 percent away from
the building. The procedure used to establish the final ground level
adjacent to the foundation shall account for additional settlement of the
backfill.
Exceptions:
I) Where climatic or soil conditions warrant, the slope of the
ground away from the building foundation shall be permitted to be
reduced to not less than one unit vertical in 48 units horizontal (2-
percent slope).
2) Where approved by the Building Official,final site grading may
be designed by a design professional registered in the State of Texas.
(13) Foundation elevation. Section 1808.7.4 is hereby amended to read as
follows:
1808.7.4 Foundation elevation. Minimum building floor elevations
shall comply with Table 1808.7.4 based on relative lot slopes.
TABLE 1808.7.4
MINIMUM FLOOR ELEVATION FOR STRUCTURES
RELATIVE TO SLOPES OF THE LOT
Difference Minimum floor elevation above Minimum floor elevation above top o
in elevation top of curb when slope is to rear curb when slope is to front(inches)
from top of (inches)
curb to rear
property
line(inches)
0 12 12
6 10.5 13.5
12 9 IS
18 8 16.5
24 6 18
30 6 19.5
36 6 21
I See Section 1804.4 for g q
} gradin requirements;
17
2) The minimum floor elevation shall be determined by using the top of the floor
slab and shall be a minimum of six(6)inches above the calculated peak water
surface elevation as determined by the City Engineer,or that determined by
Table 1808.7.4,whichever results in the more stringent requirement.It shall be
the responsibility of the builder/contractor to provide the building official with
a survey certificate indicating the required finished floor elevation as
determined by the surveyor.The required elevation shall be indicated on the
construction plans.Structures located in any flood hazard area shall comply
with Article 30.03 of the Lubbock Code of Ordinances,as well as all F.E.M.A.
regulations,which will supersede the above.
3) Alternate elevations are permitted subject to review and approval by the City
Engineer and the Building Official provided it can be demonstrated by a
registered design professional that all required drainage to an approved point o
discharge away from the structure is provided at all locations on the site.
(14) Prescriptive footings for light-frame construction. Section 1809.7 is
hereby amended to read as follows:
1809.7. Prescri wive footings for light-frame construction. Where a
specific design is not provided, concrete footings supporting walls of
light-frame construction shall be permitted to be designed in
accordance with Tables 1809.7.1 and 1809.7.2 and figures 1809.7.1
through 1809.7.3 below.
(15) Table 1809.7"Prescriptive Footings Supporting Walls of Light-Frame
Construction".Table 1809.7 is hereby replaced by Tables 1809.7.1 and
1809.7.2 as follows:
TABLE 1809.7.1
FOOTINGS SUPPORTING WALLS OF LIGHT-FRAME CONSTRUCTION a,b,c
(Monolithic Slab-on-Ground Foundation-Refer to Figure 1809.7.1)
Number With of Footing(Inches) Thickness of Footing(Inches)
of Floors
Supported No Brick 4"Brick No Brick
by the Veneer Veneer Veneer 4"Brick Veneer
Footing
16 12
z �
f8
I
3 Design Required
Notes to Tables 1809.7.1 and 1809.7.2:
a. Depth of footings shall be in accordance with Section 1809.4 and Table
L1607
b. Footings arepermitted to support a roof in addition to the stipulated number
of floors.Footings supporting roof only shall be as required for supporting
one floor.
c. Assumes uniform loading by repetitive framing members;concentrated
loads shall be considered separately,and may require specific engineering
design.
i
TABLE 1809.7.2
FOOTINGS SUPPORTING WALLS OF LIGHT-FRAME CONSTRUCTION a,b,c
(Combination Slab-on-Ground Foundation-Refer to Figure 1809.7.2)
Number With of Footing(Inches) Thickness of Footing(Inches)
of Floors
Supported 4"Brick
by the No Brick Veneer 4"Brick Veneer No Brick Veneer Veneer
Footing
16 12
2
3 Design Required
I _
Notes to Tables 1809.7.1 and 1809.7.2:
a. Depth of footings shall be in accordance with Section 1809.4 and Table L1607
b. Footings arepermitted to support a roof in addition to the stipulated number
of floors. Footings supporting roof only shall be as required_for supporting
one floor.
c. Assumes uniform loading by repetitive framing members;concentrated loads
shall be considered separately,and may require specific engineering design.
19
(16) Foundation details. New figures 1809.7.1, 1809.7.2 and 1809.7.3 are
hereby added as follows:
CONCRETE SLAB-
ON-GRADE WITH #3 AT
16" OCEW OR BX6- ■
W1.4XW1.4 N
FILL CAVITY —
z WITH GROUT
� 1
c _ COMPACTED FELL
O z
CV k
6 MIL VAPOR
RETARDER
UNFORMED 2-#4 BARS CONT.
v CONTINUOUS TOP AND BOTTOM
M
FOOTING (LAP 18" AT SPLICES)
#3 TIES AT
FOR ONE- AND
3" CLR. 4'-0" O.C.
TWO-STORY
CONSTRUCTION 1 -4 9"
G gg MIN.) 77 (MIN.)
MONOLITPIFIA�809(54.1 GROUND
(SEE FIG. 1809.7.3 FOR INTERIOR FOOTING
REQUIREMENTS)
i
CONCRETE SLAB- a
ON-GRADE NTH #3 AT h
16" OCEW OR 6X6-
W1.4XW1.4 N
FILL CAVITY r
i MATH GROUT � !
z
� I
o '€ COMPACTED
iv ? FILL
6 MIL VAPOR
RETARDER
UNFORMED 2 i- BARS CONT.
CONTINUOUS TOP AND BOTTOM
FOOTING 8" (LAP 18" AT SPLICES)
#3 TIES AT
FOR ONE- AND 3" CLR. 24" O.C.
TWO-STORY 4D
CONSTRUCTION 1'-4" 8"
UR MIN 7 2(MIN.) d
TWO-POSAGCO�BINA ' FOOTING
(SEE FIG. 1809.7.3 FOR INTERIOR FOOTING
REQUIREMENTS)
20
a�
i
ONCRETE SLAB--
ON-GRADE WITH #3 AT
16" OCEW OR 6X6-
W1.4xWI.4
#3 TI\O.C.
1'-4" AT 32
e
4 Z
+ U
COMPACTED N
2-#4 BARS FILL
CONT. SET
ON REBAR
CHAIRS
6 MIL VAPOR
UNFORMED RETARDER. OVERLAP
CONTINUOUS 6" AND TAPE PER
FOOTING MFR. RECOMENDATION
3" CLR.
FOR ONE- AND
TWO-STORY V-4"
CONSTRUCTION �ryGUR{MIN�.)�g 7 3
CONTINUOUS FQOAIlGFQTt-L TERIOR LOAD
(17) Zoning regulations. A new section H101.1.1 is hereby added to read as
follows:
H101.1.1 Zoning regulations. Chapter 40 (zoning) of the Code of
Ordinances regulates the permissibility, placement, and physical
characteristics of signs upon premises within the city based on
particular zoning district requirements. Any reference to a particular
sign type, size, height, or other physical characteristic within this
Appendix should not therefor be construed as allowing such if
otherwise prohibited or regulated by chapter 40 of the Code of
Ordinances.
(18) Signs exempt from permits. Section H101.2 is hereby amended to read
as follows:
11101.2 Signs exempt from permits. The following signs are exempt
from the requirements to obtain a permit before erection:
1. Temporary signs announcing the sale or rent of property.
2. Signs erected by transportation authorities.
21
3. The changing of moveable parts of an approved sign that is
designed for such changes,or the repainting or repositioning of display
matter shall not be deemed an alteration.
4. Other signs as set forth in article 40.04, division 1 of the Code
of Ordinances, or as deemed appropriate by the building and zoning
officials.
(19) Permits, drawings and specifications. Section H105.2 is hereby
amended to read as follows:
H105.2 Permits, drawings and specifications. Where a permit is
required, construction documents shall be required. These documents
shall show the dimensions, materials and required details of
construction, including loads, stresses and anchors. The construction
documents shall bear the seal of a professional engineer licensed in the
State of Texas. A dimensioned site plan and elevation drawings
sufficient to demonstrate compliance with all other city requirements
shall also be submitted.
Exceptions:
Documents for the following sign types shall not be required to bear
the seal of a professional engineer:
1. Monument signs not exceeding seven(7)feet in height.
2. Wali signs attached flat to the building wall.
(20) General roof signs). Section 11110.1 is hereby amended to read as
follows:
Roof signs shall be constructed entirely of metal or other approved
noncombustible material except as provided for in sections H106.1.1
and H107.1.Provisions shall be made for electric grounding of metallic
parts. Where combustible materials are permitted in letters or other
ornamental features,wiring and tubing shall be kept free and insulated
therefrom. Roof signs shall be so constructed as to leave a clear space
of not less than 6 feet(1829 mm)between the roof level and the lowest
part of the sign and shall have at least 5 feet (1524 mm) clearance
between the vertical supports thereof. Where such clearances cannot be
provided, structural analysis of the roof supporting elements shall be
undertaken by a structural engineer,including the added dead and wind
loading of the sign, and any necessary strengthening provided. No
portion of any roof sign structure shall project beyond an exterior wall.
22
Sec.28.09.132 Moved structures
Section 3410 of the 2012 edition of the International Building Code published by the
International Code Council,Inc.,as hereinafter amended is hereby adopted and hereby
amended by deleting section 3410.1,and adding new sections 3410.1 through 3410.6,
to read as follows:
3410.1 Permit required to move building or structure.
Except as set forth herein, no person or persons shall hereafter move
any building into, or out of, the city limits, or from one location to
another within the city limits, where the same shall be moved in,
through, or upon the streets, alleys, avenues, or public grounds, unless
said person shall first secure a permit to do so from the building official.
Violation of this section is deemed a misdemeanor punishable by fine
in accordance with section 1.0 1.004 of the Code of Ordinances of the
city.
ti
Building/Structure movement permits shall not be required for the
following:
1. Portable building units,as the same are defined by section 623.121
of the Texas Transportation Code, that are moved solely upon State
highways within the corporate limits.
2. The movement of portable buildings not exceeding 14 feet in
loaded width or height,or 40'in loaded length,as the case may be.
3. The movement and installation of Housing and Urban
Development (HUD)-Code manufactured homes by persons licensed
by the state to do so,and otherwise in conformance with the procedures,
rules,and requirements set forth in the administrative rules of the Texas
Department of Housing and Community Affairs at 10 TAC chapter 80.
4. The movement and installation of industrialized housing and
buildings and their component parts by persons licensed by the state to
do so, and otherwise in conformance with the procedures, rules, and
requirements set forth in the administrative rules of the Texas
Department of Licensing and Regulation at 16 TAC chapter 70.
5. The movement of industrialized buildings or buildings that are
otherwise pre-built or manufactured within the city limits and intended
solely for export and installation outside the city limits.
23
3410.2 Moving contractors to be registered,bonded,and insured.
Persons engaged in moving buildings and structures pursuant to this
chapter (hereafter referred to as "moving contractors") shall be
registered with the city in accordance with section 28.04.001 of the
Code of Ordinances. Notwithstanding any provision to the contrary,
such contractors shall give bond to the city pursuant to section
28.04.003, in addition to being insured pursuant to section 28.04.004.
In lieu of the respective coverage amounts specified therein, the
minimum coverage amounts for purposes of this section shall be as
follows:
1. Compliance bond: $25,000.00.
2. Commercial general liability insurance: $300,000.00.
3. Commercial automobile insurance: $500,000.00 per vehicle.
Any bond or insurance provided pursuant to this section shall be
effective and fully paid and maintained in compliance with the
certificates provided the city through the date that the bonded or insured
activity is finally completed.
3410.3 Conformance: minimum standards. All buildings or structures
moved into or within the city shall conform to the applicable standards
as set forth in 3410.3.1 through 3410.3.4 below.
3410.3.1 Current building standards applicable. Buildings and
structures moved into or within the city shall comply, or be
altered to comply with the applicable provisions of the Code of
Ordinances for new buildings and structures, including, without
limitation, all building, structural, plumbing, fuel gas,
mechanical,and electrical systems.
3410.3.2 Certain manufactured homes "mobile homes"
prohibited. Manufactured homes that were manufactured prior to
.lune 15, 1976, and therefore not in accordance with HUD
standards(defined as"mobile homes"by the Texas Manufactured
Housing Standards Act) shall not be installed or relocated within
the city limits. Violation of this section is deemed a misdemeanor
punishable by fine in accordance with section 1.01.004 of the
Code of Ordinances.
Exception: Owner-occupied mobile homes, as defined herein,
lawfully in place within the corporate limits on the effective date
of this section,that are subsequently determined by inspection to
24
i
be in conformance with the minimum housing standards
contained within the property maintenance code as referenced
3 in chapter 34 of the Code of Ordinances.
3410.3.3 Mobile home reolacement authorized. A mobile home,
as defined in section 3410.3.2 above, previously lawfully placed
and installed on a lot or parcel within the city limits, may be
replaced by a HUD-code manufactured home (manufactured on
or after June 15, 1976 in accordance with HUD standards) in
accordance with applicable requirements of chapter 40(zoning)
of the Code of Ordinances in order to facilitate upgraded, safer
housing. Manufactured homes not of new manufacture are
subject to inspection by the building official to determine
compliance with minimum acceptable standards for safety as
outlined in this chapter, and by the structural standards
a administrator to determine compliance with minimum housing
standards contained within the property maintenance code.
3410.3.4 Minimum housing standards. Moved buildings that will
serve as dwelling units shall comply with the residential
provisions of the International Residential Code or the
International Building Code,as applicable.Where it is technically
infeasible to comply with a provision of said code(s),the building
official may apply the provisions of the International Existing
Buildings Code and/or the minimum housing standards contained
within the property maintenance code contained in chapter 34 of
the Code of Ordinances.
3410.4 Procedures. The procedures set forth within 3410.4.1 through
3410.4.6 shall be followed with regard to the movement of all buildings
and structures pursuant to this chapter.
3410.4.1 Permit application and review. The moving contractor
shall apply for a moving permit on forms provided by the building
official.Prior to issuance of such moving permit,the owner of the
building shall also apply to the zoning board of adjustment for a
Ispecial exception allowing the proposed move pursuant to section
40.02.055(b)(10) of the Code of Ordinances, unless specifically
exempted by that section.
3410.4.2 Investigative inspection and report. Prior to issuance of
the moving permit and where the building is not exempt from the
special exception requirements of section 40.02.055(b)(10),prior
to the agenda deadline for the scheduled hearing of the zoning
board of adjustments to consider the special exception, the
building official shall inspect, or cause to be inspected, the
25
building or structure proposed to be moved, provided that the
building owner or mover shall first pay an investigative
inspection fee of$60.00, or as might otherwise be established by
the city council. Subsequent to the inspection, the building
official shall issue an inspection report which shall generally
describe the structural and appearance characteristics of the
building, and which shall include information regarding building
area and dimensions, foundation style and general condition,
roofing and exterior wall cladding materials, the presence and
condition of any garage or outbuildings,the general condition of
floor systems, exterior and interior walls, roof decking and
covering materials, windows, and bathroom/kitchen areas and
associated fixtures. Said report shall be provided,promptly upon
completion,to the owner and the zoning board of adjustments.
3410.4.3 Action of board, conditional approval. if the zoning
board of adjustment grants the special exception, the building
official may issue the permit subject to any and all requirements
or conditions placed by the board thereon, as well as the other
requirements of this chapter. All such requirements and
conditions shall be incorporated into the permit, and are
considered legal requirements for the purposes of compliance
with this chapter.
3410.4.4 Building to be moved be and the city limits. The
building official may issue a permit to move a building or
structure at least five thousand (5,000) feet outside of the city
limits without a special exception granted by the zoning board of
adjustment.
3410.4.5 Procedure where special exception not required. Where
a special exception from the zoning board of adjustment is not
required, all other provisions of this chapter shall remain
applicable.
3410.4.6 Denial of permit. The building official shall deny a
moving permit under any of the following circumstances:
1. Where the zoning board of adjustments has denied a required
special exception.
2. Where the city or any public utility companies owning
overhead infrastructure, including but not limited to wires and
cables, have not first examined the proposed movement route to
determine that:(a)it owns no lines along the route;and/or(b)that
the proposed movement of the building or structure will not
26
require the removal or cutting of any overhead infrastructure. All
routes approved by the city or a public utility company must be
evidenced by attested, authorized signature.
3. Where the department of traffic engineering has not first
examined the proposed movement route to determine that no
traffic signal mast arm will require removal or adjustment in order
to accommodate the building or structure. Approval of the
proposed route must be evidenced by attested, authorized
signature.
4. Where the department of traffic engineering,fire department
or police department have not first approved the proposed
movement route for the dates and times specified in the
application,as attested by the signatures of the authorities having
jurisdiction;
5. Where the parties are not otherwise in full compliance with
the provisions of the Code of Ordinances, as determined solely
by the city, including the specific responsibilities of the parties
outlined in section 3408.5.
3410.5 Responsibilities of the parties. The specific responsibilities of
the parties involved in the movement of buildings or structures shall be
as stipulated in sections 3410.5.1 through 3410.5.3 below. Where the
destination lot is outside the corporate limits of the city, sections
3410.5.l(4)(a)and 3410.5.3 shall not apply.
3410.5.1 Moving contractor. The moving contractor shall
perform the following:
1. Obtain and maintain all required insurance policies, bonds,
permits, and approvals as necessary to initiate and complete the
project in a lawful manner.
2. Obtain necessary permit applications from the building
official, identify the route, date(s), and time(s) of the proposed
move, including the locations and durations of any temporary
storage("stack lot") locations,and secure the approval of all city
and franchise utility companies, the City of Lubbock Traffic
Engineering Department, the Texas Department of
Transportation, as applicable, and emergency service providers,
including, but not limited to, the Lubbock Police Department,
Lubbock Fire Department, and Lubbock emergency medical
services providers,as specified in section 3410.4.6.
27
3. Advise the building owner if a zoning board of adjustment
(ZBA) special exception is required pursuant to section
40.02,055(b)(10)of the Code of Ordinances.
4. If the special exception referenced in subsection(3)above is
granted the owner,or is not otherwise required:
a) Confirm that the destination lot/building owner has
obtained necessary building permits for construction of a
permanent foundation system,has completed said construction
and received final inspection approval for same pursuant to
section 3410.9.3 item#3;
b) Arrange and pay for a police department escort along the
moving route in accordance with applicable police department
policy; and
c) Obtain necessary moving permits from the building
official.
5. Coordinate with the appropriate utility companies to
disconnect and make safe all sources of electricity, water, fuel
gas,and sanitary sewer. Sanitary sewer outlets shall be capped or
otherwise secured from rainwater infiltration. Electricity shall be
disconnected at the transformer or through removal of the meter
and sealing of the meter socket against unauthorized entry. Fuel
gas shall be shut off at the meter.
6. Provide proper and adequate safeguards for the public,
employees, and adjoining property during demolition and lot
clearing activities,including compliance with section 3303 of the
International Building Code and obtaining street barricade
permits where necessary for protection of/from vehicular traffic.
7. In coordination with the appropriate department,agency, or
franchise utility company, repair all damage to public
improvements incurred during demolition and building
movement activities,including,but not limited to,street surfaces,
curb and gutter, sidewalks, driveway approaches, utility lines,
sign posts, traffic signals, and drainage structures along the
moving route.
Failure to comply with item (5), (6) or (7) of this section is
deemed a misdemeanor punishable by fine in accordance
with section 1.01.004 of the Code of Ordinances.
28
i
3410.5.2 Origin lot owner. The owner of the lot from which the
building is moved shall perform the following immediately after
the building is removed from the lot:
1. Fill all open excavations with clean fill dirt (no rubble or
trash to be used).
y 2. Re-establish lot grades to convey storm water runoff to the
I street, alley, or other approved conveyance without ponding and
without directing storm water runoff onto other private property.
3. Clear the lot of all trash, rubbish, building debris, dead
shrubbery,tree limbs,etc.
4. Cap all sanitary sewer outlets or otherwise secure them from
rainwater infiltration.
5. In coordination with the appropriate department or franchise
utility,repair all damage to public improvements incurred during
the demolition and building movement activities, including, but
not limited to, street surfaces, curb and gutter, sidewalks,
driveway approaches, utility Iines, sign posts, and drainage
structures within the lot frontage.
Failure to comply with items (1)-(5) of this section is deemed a
misdemeanor punishable by fine in accordance with section
1.01.004 of the Code of Ordinances of the city.
3410.5.3 Destination lot/building.owner. The owner of the lot to
which the building is moved shall perform the following:
1. Prior to arranging for movement of the building, obtain an
investigative inspection of the building to determine the degree
of renovation necessary to bring the building's structural,
plumbing, electrical, mechanical and fuel gas systems up to
minimum standards for new construction, as determined by the
applicable technical codes adopted under chapter 28 of the Code
of Ordinances.Where the lot of origin is not within the city limits,
the building owner shall conform to building inspection
department policy with regard to arrangement of inspections and
payment therefor.
2. Obtain special exception approval from the zoning board of
adjustments pursuant to section 40.02.055(b)(I0), as applicable.
29
3. Construct and obtain inspection approval of required
permanent foundation systems in preparation for final placement
and attachment of the building. All necessary permits for the
foundation system must be obtained prior to construction.
4. Upon placement and attachment of the building, complete
all required renovations to bring the building up to current
standards as required by section 3410.3 within the time frames
stipulated in section 3410.6.
5. Complete all required work to comply with any conditions
of approval established by the zoning board of adjustments,
within stipulated time frames.
3410.6 Violations ublic nuisance. Except as provided herein, any of
the conditions identified in sections 3410.6.1 through 3410.6.3 are
deemed unlawful hazards to public health and safety and therefore '
constitute misdemeanors punishable by fine in accordance with section
1.01.004 of the Code of Ordinances. Said conditions are also declared
public nuisances, and shall be referred by the building official to the
structural standards administrator for disposition pursuant to section
1102 of the property maintenance code as set forth in chapter 34 of the
' Code of Ordinances.
3410.6.1. Buildinp,detached from foundation. Any building that
has been detached for more than thirty (30) days from its
foundations in preparation for a move, or that has been moved
from its original location and has not been affixed to its
permanent foundation in accordance with the building code
within thirty(30)days of the issue date of the moving permit, or
any longer period approved by the zoning board of adjustments
as part of the special exception process set forth in section
40.02.055(b)(I 0) of the Code of Ordinances.
3410.6.2 Building,not in conformance with Code of Ordinances.
Any moved building not brought into compliance with all
relevant sections of all city codes within 180 days from the date
the foundation permit is first issued for the destination lot,or any
longer period approved by the zoning board of adjustments as part
of the special exception process set forth in section
40.02.05 5(b)(I 0) of the Code of Ordinances.
3410.6.3 Building not in conformance with stipulated conditions.
Any moved building not brought into compliance with all
requirements and conditions placed thereon by the zoning board
30
rl
�I�
of adjustments within such time frames as the board shall have
stipulated as part of the special exception approval process
outlined in section 40.02.055(b)(10)of the Code of Ordinances.
A building that has been secured against entry and moved to an
appropriately-zoned temporary location ("stack lot") that is
fenced or otherwise secured from public access so as not to create
an attractive nuisance or to present a hazard to the public from
overturning pending eventual movement to the destination lot
shall not be considered a violation under section 3410.6.1,so long
as the temporary location is identified at the time of moving
permit application,and further is for a pre-determined,temporary
duration not to exceed 180 days.
SECTION 2. THAT violation of any provision of this Ordinance shall be deemed a
misdemeanor punishable as provided by Section 1.01.004 of the Code of Ordinances of the
City of Lubbock,Texas.
SECTION 3. THAT should any paragraph, sentence, clause, phrase or word of this
Ordinance be declared unconstitutional or invalid for any reason, the remainder of this
Ordinance shall not be affected thereby.
SECTION 4. THAT pursuant to Section 214.218 of the Texas Local Government
Code,this Ordinance shall not be implemented or enforced until after the 301' day after the
;date of final adoption.
SECTION 5. THAT the City Secretary is hereby authorized to cause publication of the
descriptive caption of this Ordinance as an alternative method provided by law.
AND IT IS SO ORDERED.
Passed by the City Council on first reading this 28thday of Janua ,2020.
Passed by the City Council on second reading this 11 thday of rua ,2020.
Dan Pope,MAYOR
ATTEST:
Reb ca Garza,City ecret e
31
APPROVED AS TO CONTENT:
_ A �
Greg Zielinski,CIBef Building Official
APPROVED AS TO FORM:
Amy S' ,Assistant Ci Orne
32