HomeMy WebLinkAbout2016-10-24 Ordinance 53891
160831 sh 016/Dev Services/2016 Code Cycle/Final Codes/2016-08-25 (2016 Code Cycle) ORD Amending Ch 16.04 Building Code
Ordinance No. 5389
Ordinance of the Council of the City of Palo Alto Repealing Chapter
16.04 of the Palo Alto Municipal Code and Amending Title 16 to Adopt a
New Chapter 16.04, California Building Code, California Historical
Building Code, and California Existing Building Code, 2016 Editions, and
Local Amendments and Related Findings, and Amending Chapter 16.62
of the Palo Alto Municipal Code.
The Council of the City of Palo Alto does ORDAIN as follows:
SECTION 1. Chapter 16.04 of the Palo Alto Municipal Code is hereby amended by
repealing in its entirety and adopting a new Chapter 16.04 to read as follows:
16.04.010 2016 California Building Code adopted.
The California Building Code, 2016 Edition, Title 24, Part 2 of the California Code of Regulations,
together with those omissions, amendments, exceptions and additions thereto, is adopted and
hereby incorporated in this Chapter by reference and made a part hereof the same as if fully set
forth herein.
Unless superseded and expressly repealed, references in City of Palo Alto forms, documents and
regulations to the chapters and sections of the former California Code of Regulations, Title 24,
2013, shall be construed to apply to the corresponding provisions contained within the California
Code of Regulations, Title 24, 2016. Ordinance No. 5216 of the City of Palo Alto and all other
ordinances or parts of ordinances in conflict herewith are hereby suspended and expressly
repealed.
ordinance of the City, such phrases shall be deemed and construed to refer and apply to the
California Building Code, 2016 Edition, as adopted by this chapter.
One copy of the California Building Code, 2016 Edition, has been filed for use and examination of
the public in the Office of the Building Official of the City of Palo Alto.
16.04.020 2016 California Building Code Appendix Chapters adopted.
The following Appendix chapter and section of the California Building Code, 2016 Edition, are
adopted and hereby incorporated in this Chapter by reference and made a part hereof the same
as if fully set forth herein:
A. Appendix I Patio Covers
B. Section J109.4 Drainage across Property Lines (Appendix J)
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16.04.030 Cross References to California Building Code.
The provisions of this Chapter contain crossreferences to the provisions of the California
Building Code, 2016 Edition, in order to facilitate reference and comparison to those provisions.
16.04.040 Section 1.11.2.1.1 Duties and powers of the enforcing agency/Enforcement.
Section 1.11.2.1.1 of Chapter 1, Division I of the California Building Code is amended to read:
1.11.2.1.1 The responsibility for enforcement of building standards adopted by the State
Fire Marshal and published in the California Building Standards Code relating to fire and
panic safety and other regulations of the State Fire Marshal shall, except as provided in
Section 1.11.2.1.2, be as follows:
1. The city, county or city and county with jurisdiction in the area affected by the
standard or regulation shall delegate the enforcement of the building standards
relating to fire and panic safety and other regulations of the State Fire Marshal as they
relate to Group R3 occupancies, as described in Section 310.1 of Part 2 of the
California Building Standards Code, to both enforcement divisions specific to their
areas of enforcement disciplines:
1.1 The chief of the fire authority of the city, county or city and county, or an
authorized representative and;
1.2. The chief building official of the city, county or city and county, or an
authorized representative.
16.04.050 Violations Penalties.
Any person, firm or corporation violating any provision of this chapter is guilty of a
misdemeanor and upon conviction thereof shall be punished as provided in subsection (a) of
Section 1.08.010 of this code. Each separate day or any portion thereof during which any
violation of this chapter occurs or continues shall be deemed to constitute a separate offense,
and upon conviction thereof shall be punishable as provided in this section.
When the building official determines that a violation of this chapter or chapters 16.05, 16.06,
16.08, 16.14, 16.16 or 16.17 of this code has occurred, he/she may record a notice of pendency
of code violation with the Office of the County Recorder stating the address and owner of the
property involved. When the violation has been corrected, the building official shall issue and
record a release of the notice of pendency of code violation.
16.04.060 Enforcement Citation authority.
The employee positions designated in this section may enforce the provisions of this chapter by
the issuance of citations; persons employed in such positions are authorized to exercise the
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authority provided in Penal Code section 836.5 and are authorized to issue citations for
violations of this chapter. The designated employee positions are: (1) chief building official; (2)
building inspection supervisor; and (3) code enforcement officer.
16.04.70 Local Amendments.
The provisions of this Chapter shall constitute local amendments to the crossreferenced
provisions of the California Building Code, 2016 Edition, and shall be deemed to replace the cross
referenced sections of said Code with the respective provisions set forth in this Chapter.
16.04.080 Section 105.1.3 Demolition permits. Section 105.1.3 of Chapter 1, Division II of
the California Building Code is added to read:
105.1.3 Demolition permits. In addition to other requirements of law, every person
seeking a permit to demolish a unit used for residential rental purposes shall furnish an
affidavit or declaration under penalty of perjury that the unit proposed to be
demolished is vacant, or that notice to vacate has been given to each tenant lawfully in
possession thereof as required by law or by the terms of such tenancy. No work or
demolition shall begin upon any portion of such a unit until each and every portion has
been vacated by all tenants lawfully in possession thereof.
16.04.85 Section 105.3.2 Time limitation of application. Section 105.3.2 of Chapter 1,
Division II of the California Building Code is amended to read:
Section 105.3.2 Time limitation of application. An application for a permit for any
proposed work shall be deemed to have been abandoned 365 days after the date of filing,
unless such application has been pursued in good faith or a permit has been issued; except
that the building official is authorized to grant one or more extensions and/or reactivations
for additional periods not exceeding 90 days each. The extension shall be required in
writing and justifiable cause demonstrated.
16.04.90 Section 105.5 Expiration. Section 105.5 of Chapter 1, Division II of the California
Building Code is amended to read:
105.5 Expiration. Every permit issued shall become invalid unless the work on
the site authorized by such permit is commenced within 180 days after its
issuance, or if the work authorized on the site by such permit is suspended or
abandoned for a period of 180 days after the time the work is commenced. For
the purpose of this section, failure to progress a project to the next level of
required inspection shall be deemed to be suspension of the work.
The chief building official is authorized to grant, in writing, no more than three
extensions and reactivations of permits that would otherwise expire or
reactivations of expired permits, for periods not more than 180 days each and
may require:
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1) that the construction documents be revised to partially or fully
comply with current codes; and
2) payment of a fee; and
3) payment of a penalty pursuant to Chapter 16.62 of the Palo Alto
Municipal Code, as it may be amended from time to time.
Extensions and reactivations shall be requested in writing and justifiable cause
demonstrated. Additional extensions or reactivations beyond three may only be
granted with the approval of the City Council.
105.5.1 Term Limit for Permits. All work associated with a building
permit must be completed, and final inspection issued, within 48 months
of permit issuance.
16.04.100 Section 109.6 Refunds. Section 109.6 of Chapter 1, Division II of the California
Building Code is amended to read:
109.6 Refunds The building official or the permit center manager may authorize the
refund of any fee paid hereunder which was erroneously paid or collected. The building
official or the permit center manager may authorize the refund of not more than eighty
percent (80%) of the Permit Fee paid when no work has occurred under a permit issued
pursuant to this Chapter. The building official or the permit center manager may
authorize the refund of not more than eighty percent (80%) of the Plan Review Fee paid
when a permit application is withdrawn or canceled before any plan review work has
started.
16.04.110 Section 109.7 ReInspection Fees. Section 109.7 of Chapter 1, Division II of the
California Building Code is added to read:
109.7 ReInspection Fees. A ReInspection Fee may be assessed/authorized by the
building official or the building inspection supervisor for each reinspection required
when work for which an inspection is requested is not ready for inspection or when
required corrections noted during prior inspections have not been completed.
1. The inspection record card is not posted or otherwise available on the work site,
2. The approved plans are not readily available for the inspector at the time of
inspection,
3. The inspector is unable to access the work at the time of inspection, or;
4. When work has substantially deviated from the approved plans without the prior
approval of the building official.
5. When a ReInspection Fee is assessed, additional inspection of the work will not be
performed until the fee has been paid.
16.04.115 Section 110.2.1 Preliminary accessibility compliance inspection. Section 110.2.1
of Chapter 1, Division II of the California Building Code is added to read:
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110.2.1 Preliminary accessibility compliance inspection. Before issuing a permit, the
building official or designee is authorized to examine or cause to be examined the pre
construction accessibility compliance conditions of the buildings, structures, and sites
for which an application has been filed.
16.04.120 Section 110.3.3 Lowest Floor Elevation. Section 110.3.3 of Chapter 1, Division II
of the California Building Code is amended to read:
110.3.3 Lowest Floor Elevation. In flood hazard areas, upon placement of the lowest
floor, including the basement, and prior to further vertical construction, the elevation
certification shall be submitted to City Public Works Engineering for inspection approval
prior to foundation inspection by City Building Inspection.
16.04.130 Section 111.1 of Division II Use and occupancy. Section 111.1 of Chapter 1,
Division II of the California Building Code is amended to read:
111.1 Use and occupancy. No building or structure shall be used or occupied,
and no change in the existing occupancy classification of a building or structure
or portion thereof shall be made, until the building official has issued a certificate
of occupancy therefor as provided herein. Issuance of a certificate of occupancy
shall not be construed as an approval of a violation of the provisions of this code
or of other ordinances of the jurisdiction.
Exception: Certificates of occupancy are not required for:
1. Work exempt from permits under Section 105.2 and:
2. Group R Division 3 occupancies
3. Group U occupancies
111.1.1 Change of occupancy or tenancy. Each change of occupancy, official
name or tenancy of any building, structure or portion thereof, shall require a
new certificate of occupancy, whether or not any alterations to the building are
required by this code.
If a portion of any building does not conform to the requirements of this code for
a proposed occupancy, that portion shall be made to conform. The building
official may issue a new certificate of occupancy without requiring compliance
with all such requirements if it is determined that the change in occupancy or
tenancy will result in no increased hazard to life or limb, health, property or
public welfare.
When application is made for a new certificate of occupancy under this section,
the building official and fire chief shall cause an inspection of the building to be
made. The inspector(s) shall inform the applicant of those alterations necessary,
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or if none are necessary, and shall submit a report of compliance to the building
official.
Before any application for a new certificate of occupancy is accepted, a fee shall
be paid by the applicant to cover the cost of the inspection of the building
required by the change of occupancy or tenancy.
16.04.140 Section 111.3 of Division II Temporary occupancy. Section 111.3 of Division II of
the California Building Code is amended to read:
111.3 Temporary occupancy. The building official is authorized to issue a
temporary certificate of occupancy before the completion of the entire work
covered by the permit, or as otherwise required, provided that such portion or
portions shall be occupied safely. The building official shall set a time period
during which the temporary certificate of occupancy is valid.
16.04.150 Section 111.5 Posting. Section 111.5 of Chapter 1, Division II of the California
Building Code is added to read:
111.5 Posting. The certificate of occupancy shall be posted in a conspicuous,
readily accessible place in the building or portion of building to be occupied and
shall not be removed except when authorized by the building official.
16.04.153 Section 115 Stop Work Order. Section 115 of Chapter 1, Division II of the California
Building Code is amended to read:
SECTION 115
STOP WORK ORDER
115.1 Authority. Whenever the building official finds any work regulated by this code
being performed in a manner that is contrary to the provisions of this code, without a
permit, beyond the scope of the issued permit, in violation of the Palo Alto Municipal
Code or Zoning Ordinance, or dangerous or unsafe, the building official is authorized to
issue a stop work order.
115.2 Issuance. The stop work order shall be in writing and shall be posted in a visible
location near the location where the work is being conducted. If
agent is not on site at the time of posting, a notice advising the reasons for the stop
work order issuance shall be hand delivered or mailed firstclass to the owner of the
doing the work. Upon
issuance of a stop work order, the cited work shall immediately cease. The stop work
order shall state the reason for the order, the conditions under which the cited work will
be permitted to resume, and the name and contact information of the official or agency
issuing the order.
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115.3 Unlawful Continuance. Any person who continues to engage in any work after
having been served with a stop work order, except such work as that person is directed
to perform to remove a violation or unsafe condition, shall be guilty of a misdemeanor.
115.4 Removal of Posted Stop Work Order. Any person who removes a posted stop
work order without written consent of the Building Official shall be guilty of a
misdemeanor.
115.5 Response Required. Violators receiving a stop work order are required to respond
to the Building Division within five (5) business days of the issued notice to receive
instructions on how to rescind the order.
115.6 Permit Application Required. A building permit application with construction or
demolition plans and supporting (structural calculations, energy calculations, accessible
access) documents must be submitted for approval within fifteen (15) working days
following response to the Building Division. Plans will be reviewed and correction letters
issued or permit application approved by the Building Division. A response to any
correction letter must be submitted within fifteen (15) working days of the date of the
correction letter. Ten working days will be required to review this second submission
and a permit approved for issuance. Permits ready for issuance must be issued within 5
working days thereafter. All construction must be inspected as work progresses and
signed off by all (affected) departments within 180 days of building permit issuance.
115.7 Stop Work Order Penalty. The Building Official may impose Stop Work Order
Penalties in accordance with Section 1.14.050 of this code and/or other applicable law.
16.04.155 Section 501.2 Address identification. Section 501.2 of Chapter 5 of the California
Building Code is amended to read:
501.2 Address identification. New and existing buildings shall be provided with
approved address numbers or letters. Each character shall be not less than 4 inches
(102 mm) in height and not less than 0.5 inches (12.7 mm) in width. They shall be
installed on a contrasting background and be plainly visible from the street or road
fronting the property. When required by the fire code official, address numbers shall be
provided in additional approved locations to facilitate emergency response. Where
access is by means of a private road and the building address cannot be viewed from the
public way, a monument, pole or other approved sign or means shall be used to identify
the structure. Address numbers shall be maintained.
501.2.1 Address illumination. Address identification required by Section 501.2
shall be illuminated.
501.2.2 Address identification size. Address numbers and letters shall be sized
as follows:
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1. When the structure is between thirtysix (36) and fifty (50) feet from the
road or other emergency means of access, a minimum of onehalf inch
2. When the structure is fifty (50) or more feet from the road or other
3. Numbers shall be contrasting to the adjacent surfaces.
16.04.160 Section 702A Definitions WildlandUrban Interface Fire Area.
Section 702A of Chapter 7A of the California Building Code is amended include the following
:
WILDLANDURBAN INTERFACE FIRE AREA is a geographical area identified by
Resources Code Sections 4201 through 4202 and Government Code Sections
51175 through 51189, or other areas designated by the enforcing agency to be
at a significant risk from wildfires. Within the city limits of the City of Palo Alto,
Wild Land
Interstate 280,
16.04.170 Section 902.1 Definitions.
Section 902.1 of Chapter 9 the California Building Code is amended to include the following
definitions:
DUAL SENSOR PHOTOELECTRIC/IONIZATION SMOKE DETECTOR OR ALARM. A
smoke alarm or detector that utilizes both photoelectric and ionization methods
in a single device.
DUAL SENSOR CARBON MONOXIDE AND SMOKE ALARM. A combination carbon
monoxide and smoke alarm or detector that senses both smoke and CO in a single
device.
PHOTOELECTRIC SMOKE DETECTOR OR ALARM. A smoke alarm or detector that
uses a lightsource to detect the presence of smoke.
16.04.180 Section 903.2 Automatic Sprinkler Systems, Where Required.
Section 903.2 of Chapter 9 the California Building Code is amended to read as follows:
903.2 Automatic sprinkler systems, where required. Approved automatic
sprinkler systems in new buildings and structures and in existing modified
buildings and structures, shall be provided in the locations described in this
section. Automatic fire sprinklers shall be installed per the requirements set
forth in Sections 903.2.1 through 903.2.18 and as follows, whichever is the
more restrictive:
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1. An automatic sprinkler system shall be provided throughout all new
buildings and structures.
Exception: New nonresidential occupancies, buildings or
structures that do not exceed 350 square feet of building area.
2. An automatic sprinkler system shall be provided for all existing
buildings or structures where modifications have been determined
by the Building Official to trigger requirements for seismic retrofit.
3. An automatic sprinkler system shall be provided throughout all
existing buildings when modifications are made that create
conditions described in Sections 903.2.1 through 903.2.18, or that
create an increase in fire area to more than 3600 square feet or
when the addition is equal or greater than 50% of the existing
building square footage whichever is more restrictive.
4. An automatic sprinkler system shall be provided throughout all new
basements regardless of size and throughout existing basements
that are expanded by more than 50% or is conditioned for use. If the
addition is only the basement, then only the basement is required to
be fire sprinkler protection.
5. An automatic sprinkler system shall be installed throughout when
either the roof structure or exterior wall structure have been
removed and/ or replaced by at least 50% of the existing structure.
6. An automatic sprinkler system shall be installed throughout when
any change in use or occupancy creating a more hazardous fire/life
safety condition, as determined by the Fire Chief.
16.04.190 Section 903.3.1.1 NFPA sprinkler systems.
Section 903.3.1.1 of Chapter 9 of the California Building Code is amended to read as follows:
903.3.1.1 NFPA 13 sprinkler systems. Where the provisions of this code require that a
building or portion thereof be equipped throughout with an automatic sprinkler system
in accordance with this section, sprinklers shall be installed throughout in accordance
with NFPA 13 and State and local requirements except as provided in Section 903.3.1.1.
1. For new buildings having no designated use or tenant, the minimum sprinkler
design density shall be Ordinary Hazard Group II.
2. Where future use or tenant is determined to require a higher density, the
sprinkler system shall be augmented to meet the higher density.
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16.04.200 Section 903.3.1.2 NFPA 13R sprinkler systems.
Section 903.3.1.2 of Chapter 9 of the California Building Code is amended to read as follows:
903.3.1.2 NFPA 13R sprinkler systems. Where allowed in buildings of Group R
Occupancies, up to and including four stories in height, automatic sprinkler
systems shall be installed throughout in accordance with NFPA 13 and State and
local standards.
16.04.210 Section 903.3.1.3 NFPA 13D sprinkler systems.
Section 903.3.1.3 of Chapter 9 of the California Building Code is amended to read as follows:
903.3.1.3 NFPA 13D sprinkler systems. Where allowed, automatic sprinkler
systems installed in oneand twofamily detached dwellings and townhouses
shall be installed throughout in accordance with NFPA 13D and State and local
standards.
16.04.220 Reserved
16.04.230 Reserved
16.04.240 Section 903.4.3 Floor control valves.
Section 903.4.3 of the California Building Code is amended to read as follows:
903.4.3 Floor control valves. Automatic sprinkler systems serving buildings
two (2) or more stories in height shall have valves installed so as to control the
system independently on each floor including basements.
16.04.250 Section 907.2.11 Single and multiplestation smoke alarms.
Section 907.2.11 of Chapter 9 of the California Building Code is amended to read as follows:
907.2.11 Single and multiplestation smoke alarms. Listed single and
multiplestation smoke alarms complying with UL217 shall be installed in
installation and use instructions.
Smoke alarms and smoke detectors shall be in compliance with this code or
subject to the provisions of the Health and Safety Code, they shall also be listed
and approved for rapid response to smoldering synthetic materials. All smoke
alarms or detectors shall be of the photoelectric type or shall have equivalent
detection capabilities in compliance with UL 217.
Exception: A combination photoelectric/ionization smoke alarm or detector
may be used if located no closer than 20 feet to a kitchen, bathroom, fireplace
or woodburning appliance.
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16.04.255 Section 1203.6 Ventilation of weatherexposed enclosed assemblies.
Section 1203.6 of Chapter 12 of the California Building Code is added to read:
1203.6 Ventilation of weatherexposed enclosed assemblies. Exterior projecting
elements and appurtenances exposed to the weather and sealed underneath, including
but not limited to balconies, landings, decks, and stairs, shall have cross ventilation for
each separate enclosed space by ventilation openings protected against the entrance of
rain and snow. Blocking and bridging shall be arranged so as not to interfere with the
movement of air. The net free ventilating area shall not be less than 1/150th of the area of
the space ventilated. Ventilation openings shall comply with Section1203.2.1. An access
panel of sufficient size shall be provided on the underside of the enclosed space to allow
for periodic inspection.
Exceptions:
1. An access panel is not required where the exterior coverings applied to the
underside of joists are easily removable using only common tools.
2. in width can be used to
satisfy both ventilation and access panel requirements.
16.04.260 Section 1206.3.4 Roof guardrails at interior courts.
Section 1206.3.4 of Chapter 12 of the California Building Code is added to read:
1206.3.4 Roof guardrails at interior courts. Roof openings into interior courts
that are bounded on all sides by building walls shall be protected with guardrails.
The top of the guardrail shall not be less than 42 inches in height above the
adjacent roof surface that can be walked on. Intermediate rails shall be designed
and spaced such that a 12 inch diameter sphere cannot pass through.
Exception: Where the roof opening is greater than 600 square feet in
area.
16.04.265 Section 1404.13 Projections exposed to weather.
Section 1404.13 of Chapter 14 of the California Building Code is added to read:
1404.13 Projections exposed to weather. Floor projections exposed to the weather and
sealed underneath, including but not limited to balconies, landings, decks, and stairs shall
be constructed of naturally durable wood, preservativetreated wood, corrosionresistant
(e.g. galvanized) steel, or similar approved materials.
16.04.270 Section 1503.2.1 Flashing Locations.
Section 1503.2.1 of Chapter 15 of the California Building Code is amended to read:
1503.2.1 Locations. Flashing shall be installed at wall and roof intersections, gutters,
wherever there is a change in roof slope or direction, and around roof openings. Where
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flashing is of metal, the metal shall be corrosion resistant with a thickness of not less than
0.019 inches (0.483 mm) (e.g. no. 26 galvanized sheet) and shall be primed and painted.
16.04.275 Section 1616.10.15 ASCE 7, Section 13.1.4
Section 1616.10.15 of Chapter 16 of the California Building Code is amended to include the
following:
13.1.4 Exemptions. The following nonstructural components are exempt from the
requirements of this section:
[. . .]
6. [. . .]
c. Flexible connections are provided at seismic separation joints and
between the component and associated ductwork, piping, and conduit; and
one of the following applies:
[. . .] or
iii. The component weights 200 lb (890N) or less and is suspended
from roof/floor or mounted on wall.
16.04.280 Section 1612.1.1 Palo Alto Flood Hazard Regulations.
Section 1612.1.1 of Chapter 16 of the California Building Code is added to read:
1612.1.1 Palo Alto Flood Hazard Regulations. Notwithstanding the provisions of
Section 1612.1, all construction or development within a flood hazard area
(areas depicted as a Special Flood Hazard Area on Flood Insurance Rate Maps
published by the Federal Emergency Management Agency) shall comply with the
City of Palo Alto Flood Hazard Regulations (Palo Alto Municipal Code Chapter
16.52). Where discrepancies exist between the requirements of this code and
said regulations, the provisions of said regulations shall apply.
16.04.290 Section 1705.3 Concrete Construction.
Section 1705.3 of Chapter 17 of the California Building Code is amended to read:
1705.3 Concrete construction. The special inspections and verifications for concrete
construction shall be as required by this section and Table 1705.3.
Exception: Special inspections shall not be required for:
1. Isolated spread concrete footings of buildings three stories or less above grade
plane that are fully supported on earth or rock, where the structural design of
the footing is based on a specified compressive strength, f c, no greater than
2,500 pound per square inch (psi).
2. Continuous concrete footings supporting walls of buildings three stories or less
above grade plane that are fully supported on earth or rock where:
2.1. The footings support walls of lightframe construction;
2.2. The footings are designed in accordance with Table 1809.7; or
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2.3. The structural design of the footing is based on a specified compressive
strength, c, no greater than 2,500 pounds per square inch (psi) (17.2
MPa), regardless of the compressive strength specified in the construction
documents or used in the footing construction.
3. Nonstructural concrete slabs supported directly on the ground, including pre
stressed slabs on grade, where the effective prestress in the concrete is less
than 150 psi (1.03 MPa).
4. Concrete foundation walls constructed in accordance with Table 1807.1.6.2.
5. Concrete patios, driveways and sidewalks, on grade.
16.04.300 Table 1809.7 Prescriptive Footings Supporting Walls of LightFrame Construction.
Table 1809.7 of Chapter 18 of the California Building Code is amended to read:
TABLE 1809.7
Prescriptive Footings Supporting Walls of LightFrame Constructionabcd
Number of
Floors
Supported
by the
Footing e
Thickness of
Foundation
Wall
(inches)
Width of
Footing
(inches)
Thickness of
Footing
(inches)
Depth of
Foundation
Below
Natural
Surface of
Ground or
Finish
Grade
(inches)
1&2 8 15 8 20
3 8 18 8 30
Group U
Occupancies
8 12 8 12
a. The ground under the floor shall be permitted to be excavated to the
elevation of the top of the footing.
b. Interior studbearing walls shall be permitted to be supported by isolated
footings. The footing width and length shall be twice the width shown in this
table, and footings shall be spaced not more than 6 feet on center.
c. See Section 1905 for additional requirements for concrete footings of
structures assigned to Seismic Design Category C, D, E or F.
d. All foundations as required in the above Table shall be continuous and have a
minimum of three #4 bars of reinforcing steel, except for one story, detached
accessory buildings of Group U occupancy where two bars are required.
e. Footings shall be permitted to support a roof in addition to the stipulated
number of floors. Footings supporting roof only shall be as required for
supporting one floor.
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16.04.310 Section 2308.9.3 Bracing. Section 2308.9.3 of Chapter 23 of the California
Building Code is amended to read:
2308.9.3 Bracing. Braced wall lines shall consist of braced wall panels that meet the
requirements for location, type and amount of bracing as shown in Figure 2308.9.3,
specified in Table 2308.9.3(1) and are in line or offset from each other by not more than
4 feet (1219 mm). Braced wall panels shall start not more than 121/2 feet (3810 mm)
from each end of a braced wall line. Braced wall panels shall be clearly indicated on the
plans. Construction of braced wall panels shall be by one of the following methods:
1. Wood boards of 5/8 inch (15.9 mm) net minimum thickness applied diagonally on
studs spaced not over 24 inches (610 mm) o.c.
2. Wood structural panel sheathing with a thickness not less than 3/8 inch (9.5 mm)
for 16inch (406 mm) or 24inch (610 mm) stud spacing in accordance with Tables
2308.9.3(2) and 2308.9.3(3).
3. Fiberboard sheathing panels not less than 1/2 inch (12.7 mm) thick applied
vertically or horizontally on studs spaced not over 16 inches (406 mm) o.c. where
installed with fasteners in accordance with Section 2306.6 and Table 2306.6.
4. Particleboard wall sheathing panels where installed in accordance with Table
2308.9.3(4).
5. Portland cement plaster on studs spaced 16 inches (406 mm) o.c. installed in
accordance with Section 2510.
6. Hardboard panel siding where installed in accordance with Section 2303.1.6 and
Table 2308.9.3(5).
For cripple wall bracing, see Section 2308.6.6.2 . For all methods above, each panel
must be at least 48 inches (1219 mm) in length, covering three stud spaces where
studs are spaced 16 inches (406 mm) apart and covering two stud spaces where
studs are spaced 24 inches (610 mm) apart.
16.04.315 Table 2308.6.1 footnote c amended. able 2308.6.1 of Chapter
23 of the California Building Code is amended to read:
c. Method GB, gypsum wallboard is prohibited in Seismic Design Categories D & E.
16.04.317 Table 2308.6.3(1) Bracing Methods. Table 2308.6.3(1) Bracing Methods of
Table 2308.6.3(1)
BRACING METHODS
METHODS,
MATERIAL
MINIMUM
THICKNESS
FIGURE CONNECTION CRITERIAa,c
Fasteners Spacing
c. Method GB, gypsum wallboard is prohibited in Seismic Design Categories D & E.
16.04.320 Section 2308.12.5 Attachment of sheathing. Section 2308.12.5 of Chapter 23 of
the California Building Code is amended to read:
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2308.12.5 Attachment of sheathing. Fastening of braced wall panel sheathing shall not
be less than that prescribed in Table 2308.12.4 or 2304.9.1. Wall sheathing shall not be
attached to framing members by adhesives.
All braced wall panels shall extend to the roof sheathing and shall be attached to
parallel roof rafters or blocking above with framing clips (18 gauge minimum)
spaced at maximum 24 inches on center with four 8d nails per leg (total eight8d
nails per clip). Braced wall panels shall be laterally braced at each top corner and
at maximum 24 inch intervals along the top plate of discontinuous vertical
framing.
16.04.325 Section 3304.1 Excavation and fill.
Section 3304.1 of Chapter 33 of the California Building Code is amended to read:
3304.1 Excavation and fill. Excavation and fill for buildings and structures shall be
constructed or protected so as not to endanger life or property. Stumps and roots shall be
removed from the soil to a depth of not less than 12 inches (305mm) below the surface of
the ground in the area to be occupied by the building. Wood forms that have been used in
placing concrete, if within the ground or between foundation sills and the ground, shall be
removed before a building is occupied or used for any reason. Wooden stakes shall not be
embedded in concrete. Before completion, loose or casual wood shall be removed from
direct contact with the ground under the building.
16.04.330 2016 California Existing Building Code Adopted.
The California Existing Building Code, 2016 Edition, Title 24, Part 10, which provides alternative
building regulations for the rehabilitation, preservation restoration or relocation of existing
buildings is adopted and hereby incorporated in this Chapter be reference and made a part hereof
the same as if fully set forth herein. One copy of the California, 2016 Edition, has been filed for use
and examination of the public in the Office of the Building Official of the City of Palo Alto.
16.04.335 2016 California Existing Building Code and International Existing Building
Code Appendix Chapters Adopted.
The following Appendix Chapters of the California Existing Building Code (CEBC), 2016
Edition, and International Existing Building Code (IEBC), 2015 Edition, are adopted and
hereby incorporated in this Chapter be reference and made a part hereof the same as if
fully set forth herein:
A. CEBC Appendix A1 Seismic Strengthening Provisions for Unreinforced Masonry
Bearing Wall Buildings
B. IEBC Appendix Chapter A2 Earthquake Hazard Reduction in Existing Reinforced Concrete
and Reinforced Masonry Wall Buildings with Flexible Diaphragms.
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C. CEBC Appendix A3 Prescriptive Provisions for Seismic Strengthening of Cripple
Walls and Sill Plate Anchorage of Light, WoodFrame Residential Buildings
D. CEBC Appendix A4 Earthquake Risk Reduction in WoodFrame Residential
Buildings with Soft, Weak or Open Front Walls
E. IEBC Appendix A5 Earthquake Hazard Reduction in Existing Concrete Buildings
16.04.340 Section 403.13 Suspended ceiling systems.
Section 403.13 of the California Existing Building Code, Title 24, Part 10 is added to read:
403.13 Suspended ceiling systems. In existing buildings or structures, when a
permit is issued for alterations or repairs, the existing suspended ceiling system
within the area of the alterations or repairs shall comply with ASCE 710 Section
13.5.6.
16.04.345 Section 404.2.1 Seismic Evaluation and Design Procedures for Repairs. Section
404.2.1 of the California Existing Building Code, Title 24, Part 10 is amended to read:
404.2.1 Evaluation and design procedures. The building shall be evaluated by a
registered design professional, and the evaluation findings shall be submitted to
the code official. The evaluation shall establish whether the damaged building, if
repaired to its predamage state, would comply with the provisions of this code
for wind and earthquake loads. Evaluation for earthquake loads shall be
required if the substantial structural damage was caused by or related to
earthquake effects or if the building is in Seismic Design Category C, D, E or
F. The seismic evaluation and design shall be based on the procedures specified
in the building code, ASCE 41 Seismic Evaluation and Upgrade of Existing
Buildings. The procedures contained in Appendix A of the International Existing
Building Code (IEBC) shall be permitted to be used as specified in Section
404.2.1.
Wind loads for this evaluation shall be those prescribed in Section 1609.
404.2.1.1 CEBC level seismic forces. When seismic forces are required to
meet the building code level, they shall be one of the following:
1. One hundred percent of the values in the building code. The R
factor used for analysis in accordance with Chapter 16 of the
building code shall be the R factor specified for structural
systems classified as "Ordinary" unless it can be demonstrated
that the structural system satisfies the proportioning and
detailing requirements for systems classified as
"intermediate" or "special".
2. Forces corresponding to BSE1 and BSE2 Earthquake Hazard
Levels defined in ASCE 41. Where ASCE 41 is used, the
corresponding performance levels shall be those shown in
Table 404.2.1.1.
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TABLE 404.2.1.1
ASCE 41 PERFORMANCE LEVELS
RISK CATEGORY (BASED ON
CBC TABLE 1604.5)
PERFORMANCE LEVEL FOR USE WITH ASCE 41
BSE1 EARTHQUAKE HAZARD LEVEL
PERFORMANCE LEVEL FOR USE WITH
ASCE 41 BSE2 EARTHQUAKE HAZARD
LEVEL *
I Life Safety (LS) Collapse Prevention (CP)
II Life Safety (LS) Collapse Prevention (CP)
III Damage Control Limited Safety
IV Immediate Occupancy (IO) Life Safety (LS)
* Only applicable when Tier 3 procedure is used.
404.2.1.2 Reduced CEBC level seismic forces. When seismic forces are
permitted to meet reduced building code levels, they shall be one of the
following:
1. Seventyfive percent of the forces prescribed in the building code. The
R factor used for analysis in accordance with Chapter 16 of the building
code shall be the R factor as specified in Section 404.2.1.1.
2. In accordance with the California Existing Building Code and applicable
chapters in Appendix A of the International Existing Building Code, as
specified in Items a. through e. below. Structures or portions of
structures that comply with the requirements of the applicable chapter
in Appendix A shall be deemed to comply with the requirements for
reduced building code force levels.
a. The seismic evaluation and design of unreinforced masonry
bearing wall buildings in Risk Category I or II are permitted to be
based on the procedures specified in CEBC Appendix Chapter A1.
b. Seismic evaluation and design of the wall anchorage system in
reinforced concrete and reinforced masonry wall buildings with
flexible diaphragms in Risk Category I or II are permitted to be
based on the procedures specified in IEBC Appendix Chapter A2.
c. Seismic evaluation and design of cripple walls and sill plate
anchorage in residential buildings of lightframe wood
construction in Risk Category I or II are permitted to be based on
the procedures specified in CEBC Appendix Chapter A3
d. Seismic evaluation and design of soft, weak, or openfront wall
conditions in multiunit residential buildings of wood construction
in Risk Category I or II are permitted to be based on the
procedures specified in CEBC Appendix Chapter A4.
e. Seismic evaluation and design of concrete buildings and concrete
with masonry infill buildings in all risk categories are permitted to
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be based on the procedures specified in IEBC Appendix Chapter
A5.
3. Those associated with the BSE1 Earthquake Hazard Level defined in
ASCE 41 and the performance level as shown in Table 404.2.1.1. Where
ASCE 41 is used, the design spectral response acceleration parameters
SXS and SX1 shall not be taken less than seventyfive percent of the
respective design spectral response acceleration parameters SDS and
SD1 defined by the California Building Code and its reference standards.
16.04.350 2016 California Historical Building Code adopted.
The California Historical Building Code, 2016 Edition, Title 24, Part 8 (authorized by Health and
Safety Code Sections 18950 through 18961), which provides alternative building regulations for
the rehabilitation, preservation, restoration, or relocation of designated historic buildings, is
adopted and hereby incorporated in this Chapter by reference and made a part hereof the same
as if fully set forth herein. One copy of the California Historical Building Code, 2016 Edition, has
been filed for use and examination of the public in the Office of the Building Official of the City of
Palo Alto.
SECTION 2. The Council adopts the findings for local amendments to the
California Building Code, 2016 Edition, attached hereto as Exhibit A and incorporated herein
by reference.
SECTION 3. Section 16.62.030 (Penalty for expired permits) of Chapter 16.62
(Expired Permits for Residential Construction and Demolition) of Title 16 (Building Regulations)
of the Palo Alto Municipal Code is amended to read:
A property owner shall be subject to the following penalties for violation of
section 16.62.020:
Time from Permit Expiration Penalty
0 to 30 days $0
31st day through 60th day $200.00 per day (i.e., $6,000.00 maximum
penalty applicable to this 30day period)
61st day through 120th day $400.00 per day (i.e., $24,000.00 maximum
penalty applicable to this 60day period)
121st day and every day thereafter $800.00 per day
(a) For purposes of this section, if a renewed permit expires and the property owner
has not advanced a project to the next level of required inspection, the calculation of
penalties shall relate back to the date of the previous permit expiration.
(b) The chief building official may reduce or waive a penalty accrued under this chapter
upon finding that the property owner acted in good faith and either: (1) the delay was
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attributable to circu
the full accrued penalty would harm the public interest, provided, however, that a
reduction or waiver of more than $10,000 must be approved by the City Manager.
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SECTION 4. The Council finds that this ordinance is exempt from the provisions of
Guidelines, because it can be seen with certainty that there is no possibility that the
amendments herein adopted will have a significant effect on the environment.
SECTION 5. This ordinance shall be effective on the thirtyfirst day after the
date of its adoption.
INTRODUCED: October 4, 2016
PASSED: October 24, 2016
AYES: BERMAN, BURT, FILSETH, HOLMAN, KNISS, SCHARFF, SCHMID
NOES:
ABSENT: DUBOIS, WOLBACH
ABSTENTIONS:
ATTEST:
City Clerk Mayor
APPROVED AS TO FORM: APPROVED:
Senior Deputy City Attorney City Manager
Director of Development Services
Director of Administrative Services
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Exhibit A
FINDINGS FOR LOCAL AMENDMENTS
TO CALIFORNIA BUILDING CODE AND
CALIORNIA EXISTING BUILDING CODE
Section 17958 of the California Health and Safety Code provides that the City may make
changes to the provisions of the California Building Standards Code. Sections 17958.5 and
17958.7 of the Health and Safety Code require that for each proposed local change to those
provisions of the California Building Standards Code which regulate buildings used for human
habitation, the City Council must make findings supporting its determination that each such
local change is reasonably necessary because of local climatic, geological, or topographical
conditions.
Local building regulations having the effect of amending the uniform codes, which were
adopted by the City prior to November 23, 1970, were unaffected by the regulations of Sections
17958, 17958.5 and 17958.7 of the Health and Safety Code. Therefore, amendments to the
uniform codes which were adopted by the City Council prior to November 23, 1970, and have
been carried through from year to year without significant change, need no required findings.
Also, amendments to provisions not regulating buildings used for human habitation do not
require findings.
Code: CBC
Section Title Add Amended Justification
(See below for
keys)
501.2 Address Identification T
702A Wild LandUrban Interface Fire Area T
902.1 Definition (Dual Sensor Carbon
Monoxide and Smoke Alarm)
T
903.2 Where Automatic Sprinklers
Required
T
903.3.1.1 NFPA 13 Sprinkler Systems T
903.3.1.2 NFPA 13R Sprinkler Systems T
903.3.1.3 NFPA 13D Sprinkler Systems T
903.4.3 Floor Control Valves T
907.2.11 Single and MultipleStation Smoke
Alarms
T
1203.6.1 Ventilation of WeatherExposed,
Enclosed Assemblies
G, T
1206.3.4 Roof Guardrails at Interior Courts T
1404.13 Projections Exposed to Weather G, T
1503.2.1 Flashing Locations T
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1612.1.1 Palo alto Flood Hazard Regulations C, T
1616.10.15 ASCE 7 Sec. 13.1.4 G
1705.3 Concrete Construction G
Table 1809.7 Prescriptive Footings Supporting
Walls of Light Frame Construction
G
2308.9.3 Bracing G
Table 2306.1 &
Table 2308.6.3(1)
Wall Bracing in Seismic Design
Categories D & E
G
2308.12.5 Attachment of Sheathing G
3405.2.1 Evaluation and Design Procedures T
Appendix I Patio Covers C
Appendix J;
section J109.4
Drainage Across Property Lines T
Code: CEBC
Section Title Add Amended Justification
(See below for
keys)
403.13 Excavation and fill G
404.2.1 Suspended Ceiling Systems G
CEBC Appendix A1 Seismic Strengthening Provisions for
Unreinforced Masonry Bearing Wall
Buildings
G
IEBC Appendix A2 Earthquake Hazard Reduction in
Existing Reinforced Concrete and
Reinforced Masonry Wall Buildings
with Flexible Diaphragms.
G
CEBC Appendix A3 Prescriptive Provisions for Seismic
Strengthening of Cripple Walls and Sill
Plate Anchorage of Light, Wood
Frame Residential Buildings
G
CEBC Appendix A4 Earthquake Risk Reduction in Wood
Frame Residential Buildings with Soft,
Weak or Open Front Walls
G
IEBC Appendix A5 Earthquake Hazard Reduction in
Existing Concrete Buildings
G
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Key to Justification for Amendments to Title 24 of the California Code of Regulations
This amendment is justified on the basis of a local climatic condition. The seasonal climatic
conditions during the late summer and fall create severe fire hazards to the public health and
welfare in the City. The hot, dry weather frequently results in wild land fires on the brush
covered slopes west of Interstate 280. The aforementioned conditions combined with the
geological characteristics of the hills within the City create hazardous conditions for which
departure from California Building Standards Code is required.
C
G
T
This amendment is justified on the basis of a local geological condition. The City of Palo
Alto is subject to earthquake hazard caused by its proximity to San Andreas fault. This
fault runs from Hollister, through the Santa Cruz Mountains, epicenter of the 1989 Loma
Prieta earthquake, then on up the San Francisco Peninsula, then offshore at Daly City near
Mussel Rock. This is the approximate location of the epicenter of the 1906 San Francisco
earthquake. The other fault is Hayward Fault. This fault is about 74 mi long, situated
mainly along the western base of the hills on the east side of San Francisco Bay. Both of
these faults are considered major Northern California earthquake faults which may
experience rupture at any time. Thus, because the City is within a seismic area which
includes these earthquake faults, the modifications and changes cited herein are designed
to better limit property damage as a result of seismic activity and to establish criteria for
repair of damaged properties following a local emergency.
The City of Palo Alto topography includes hillsides with narrow and winding access, which
makes timely response by fire suppression and emergency response vehicles difficult. Palo
Alto is contiguous with the San Francisco Bay, resulting in a natural receptor for storm and
waste water runoff. Also the City of Palo Alto is located in an area that is potentially
susceptible to liquefaction during a major earthquake. The surface condition consists mostly
of stiff to dense sandy clay, which is highly plastic and expansive in nature. The
aforementioned conditions within the City create hazardous conditions for which departure
from California Building Standards Code is warranted.
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