2007 Calirornia Administrative Code
California Code of Regulations, Title 24, Part 1
First Printing: June 2UU7
ISBN 978-1-58001-545-5
Published by
International Code Council
500 New Jersey Avenue, NW, 6lh Floor
Washington, D.C. 20001
1-888-422-7233
COPYRIGHT ©2007
held by
California Building Standards Commission
2525 Natomas Park Drive, Suite 130
Sacramento, California 95833-2936
PRINTED IN THE U.S.A.
PREFACE
This document is the 1st of 12 parts of the official triennial compilation and publication of the adoptions, amendments
and repeal of administrative regulations to Culifarnin Cink' ofRt'guhiiiuus. Tillc 24. also referred to as the Ciilijbniia
Buildi/ig Standards Code. This part is known as the California Admin isUative Code, also known as the California
Building Standards Administrative Code.
The California Building Standards Coi/f is published in its entirety every three years by order of the California legisla-
ture, with supplements published in intervening years. The California legislature delegated authority to various state
agencies, boards, commissions and departments to create building regulations to implement the State's statutes. These
building regulations, or standards, have the same force of law, and take effect 180 days after their publication unless
otherwise stipulated. The California Building Standards Code applies to occupancies in the State of Cahfomia as anno-
tated.
A city, county, or city and county may establish more restrictive building standards reasonably necessary because of
Jocal climatic, geological or topographical conditions. Findings of the local condition{s)and the adopted local building
standard(s)muslbefiled with the California Building Standards Commission to become effective and may not be effec-
live sooner than the effective date of this edition of the California Building Skind{ird.\ Code. Local building standards
that were adopted and applicable to previous editions of the California Building Standards Code do not apply to this
edition without appropriate adoption and the required filing.
Should you find publication (e.g.. typographical) errors or inconsistencies in this code or wish to offer comments
toward improving its format, please address your comments to:
California Building Standards Commission
2525 Natomas Park Drive. Suite 130
Sacramento, CA 95833-2936
Phone:(916)263-0916
Fax:(916)263-0959
Web Page: www.bsc.ca.gov
For questions on California state agency amendments, please refer to the contact list on page v.
2007 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE 111
fv 2007 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE
CALIFORNIA CODE OF REGULATIONS, TITLE 24
California Agency Information Contact List
California Energy Commission
Energy Hotline (800)772-3300
Building Efficiency Standards
Appliance EfTiciency Standards
Compliance Manual/Forms
California State Lands Commission
MarineOilTerminals (562)499-6317
California State Library
Construction Standards (916)445-9604
Corrections Standards Autliority
LocalAdultJailStandards (916)324-1914
Local Juvenile Facility Standards (916)324-1914
Department of Consumer Affairs — Acupuncture Board
OfTlce Standards (916)445-3021
Department of Consumer Affairs — Board of Pharmacy
Pharmacy Standards (916)574-7900
Department of Consumer Affairs — Bureau of Barbcring
and Cosmetology
Barber and Beautv Shop and
College Standards (916)952-5210
Department of Consumer Affairs — Bureau of Home
Furnishings and Thermal Insulation
Insulation Testing Standards (916)574-2041
Department of Consumer Affairs — Structural Pest
Control Board
Structural Standards (800)737-8188
Department of Consumer Affairs — Veterinary
Medical Board
Veterinary Hospital Standards (916)263-2610
Department of Food and Agriculture
Meai&PoultryPackingPlaniStandards . . . (916)654-0509
Dairy Standards (916)654-0773
Department of Health Services
Organized CampsStandards (916)449-5661
PublicSwimmingPoolsStandards (916)449-5661
Asbestos Standards (510)620-2874
Department of Housing and Community Development
Residential — Hotels, Motels, Apartments
Single-Family Dwellings (916)445-9471
Permanent Structures in Mobilehome
andSpecialOccupancyParks (916)445-0481
Factory-Built Housing, Manufactured
Housing and Commercial Modular .... (916)445-3338
Mobile Homes — Permits & Inspections
Northern Region (916)255-2501
Southern Region (951)782-4420
Employee Housing Standards (916)445-9471
Department of Water Resources
Gray WaterlnstallationsStandards (916)651-9667
Division of the State Architect — Access Compliance
Access Compliance Standards (916)445-8100
Division of the State Architect — Structural Safety
Public Schools Standards (916)445-8100
Essential Services Building Standards .... (916)445-8100
Division of the State Architect — State Historical
Building Safety Board
Alternative Building Standards (916)445-8100
Office of Statewide Health Planning and Development
Hospital Standards (916)654-3139
Skilled Nursing Facility Standards (916)654-3139
Clinic Standards (916)654-3139
Permits (916)654-3362
Office of the State Fire Marshal
CodeDevelopmentandAnalysis (916)445-8200
Fire Safety Standards (916)445-8200
Fireplace Standards (916)445-8200
Day Care Centers Standards (916)445-8200
ExitStandards (916)445-8200
2007 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE
VI 2007 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE
HOW TO DETERMINE WHERE
CHANGES HAVE BEEN MADE
Symbols in the margins indicate where changes have been
made or language has been deleted.
This symbol indicates that a change has been made.
This symbol indicates deletion of language.
2007 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE Vil
Vin 2007 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE
TABLE OF CONTENTS
CHAPTER 1 ADMINISTRATIVE REGULATIONS OF
THE CALIFORNIA BUILDING STANDARDS
COMMISSION I
Article
1-1 General I
1-2 Duties and Responsibilities of the Building
Standards Commission and the Executive
Director I
1-3 Public Notices and Hearing Dates 2
1-4 Submission of Nonemergency and Emergency
Proposed Building Standards to
the Commission 2
1-5 Public Participation 3
1-6 Appeals Procedure 3
1-7 Conflict of Interest Code 5
1-8 Public Petition Regulations 5
1-9 Code Adoption Process 8
APPENDIX 12
Article
1-7 State Building Standards Commission,
Coordinating Council and Advisory Panels 12
CHAPTER 2 ADMINISTRATIVE REGULATIONS
FOR THE DEPARTMENT OF HOUSING AND
COMMUNITY DEVELOPMENT
(HCD-2) |RESERVED| 13
CHAPTER 3 ADMINISTRATIVE REGULATIONS
FOR THE OFFICE OF THE STATE FIRE
MARSHAL (SFM) |RESERVED| 13
CHAPTER 4 ADMINISTRATIVE REGULATIONS
FOR THE DIVISION OF THE STATE
ARCHITECT— STRUCTURAL SAFETY
(DSA/SS) 15
Article
1 Essential Services Buildings 15
2 State Buildings 22
3 Local Buildings 27
GROUP 1 SAFETY OF CONSTRUCTION OF PUBLIC
SCHOOLS 29
Article
1 General Provisions 29
2 Definitions 33
3 Approval of Drawings and Specifications 35
4 Fees 39
5 Certification of Construction 40
6 Duties Under the Act 45
7 Examination and Report of Existing Buildings 47
8 Documents and Records 48
9 State Advisory Board to the Division of the
Slate Architect for the Field Act 48
HISTORY NOTE APPENDIX FOR CHAPTER 4 . . 50
CHAPTERS ACCESS TO PUBLIC BUILDINGS
BVPERSONS WITH DISABILITIES 51
Article
1 Compliance Procedures 51
2 Division of the State Architect — Access
Compliance Processing Product Approvals 53
3 Acceptance of Detectable Warning and
Directional Surface Products for Manufacturers
and Design Professionals 53
4 Application for Independent Entity Evaluation
Approval (lEEA) 54
HISTORY NOTE APPENDIX FOR CHAPTER 5 . . 56
ADMINISTRATIVE REGULATIONS FOR THE
OFFICE OF STATEWIDE HEALTH PLANNING
AND DEVELOPMENT (OSHPD) 57
CHAPTER 6 SEISMIC EVALUATION PROCEDURES
FOR HOSPITAL BUILDINGS 57
Article
1 Defmitions and Requirements 57
2 Procedures for Structural Evaluation
of Buildings 62
3 Procedures for Building Systems 77
4 Procedures for Moment-resisting Systems 79
5 Procedures for Shear Walls S3
6 Procedures for Braced Frames 85
7 Procedures for Diaphragms 86
8 Procedures for Connections 88
9 Procedures for Foundations and Geologic
Site Hazards 90
10 Evaluation of Elements that Are Not Part of
the Lateral-force-resisting System 91
11 Evaluation of Critical Nonstructural
Components and Systems 93
APPENDIX— GENERAL SETS OF EVALUATION
STATEMENTS 99
HISTORY NOTE APPENDIX FOR CHAPTER 6, . 107
2007 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE
IX
CHAPTER 7 SAFETY STANDARDS FOR HEALTH
FACILITIES 109
Article
1 General 109
2 Definitions 110
3 Approval of Plans iind Specifications 112
4 Construction 11 Q
5 Appeals to the Hospital Building Safety Board . . . 123
6 Contracts 126
7 Testing and Inspection 128
S California Building Standards 129
19 Certification and Approval of
Hospital Inspectors 129
20 Repair of Earthquake Damage 1 36
21 Plan Review, Building Inspection and
Certification of Surgical Clinics. Chronic
Dialysis Clinics and Outpatient
Services Clinics 137
HISTORY NOTE APPENDIX FOR CHAPTER 7. . 141
CHAPTERS ADMINISTRATIVE REGULATIONS
FOR THE DEPARTMENT OF HEALTH
SERVICES (DHS) 143
Article
1 Public Swimming Pools 143
2 Retail Food Establishments 143
3 Organized Camps 143
4 Hospitals 143
5 Acute Psychiatric Hospitals 144
6 Skilled Nursing 144
7 Intermediate Care Facilities 144
8 Intermediate Care Facilities for the
Developmentally Disabled 145
CHAPTER 9 ADMINISTRATIVE REGULATIONS
FOR THE OCCUPATIONAL SAFETY AND
HEALTH STANDARDS BOARD (OSHA)
|RESERVED| 147
CHAPTER 10 ADMINISTRATIVE REGULATIONS
FOR THE CALIFORNIA ENERGY COMMISSION
(CEC) 149
Article
1 Energy Building Regulations 149
HISTORY NOTE APPENDIX FOR
CHAPTER 10 160
CHAPTER II ADMINISTRATIVE REGULATIONS
FOR THE DEPARTMENT OF FOOD AND
AGRICULTURE (AGR) |RESERVED| 161
CHAPTER 12 ADMINISTRATIVE REGULATIONS
FOR THE DEPARTMENT OF YOUTH
AUTHORITY (YA) (RESERVED) 161
CHAPTER 13 ADMINISTRATIVE REGULATIONS
FOR THE CORRECTIONS STANDARDS
AUTHORITY (CSA) 163
Article
1 Minimum Standards for Local
Detention Facilities
163
2 Minimum Standards for Juvenile Facilities
170
HISTORY NOTE APPENDIX FOR
CHAPTER 13 178
CHAPTER 14 ADMINISTRATIVE REGULATIONS
FOR THE DEPARTMENT OF EDUCATION (DOE)
|RESERVED| 181
CHAPTER 15.1 ADMINISTRATIVE REGULATIONS
FOR THE DEPARTMENT OF CONSUMER
AFFAIRS (CA) BOARD OF ACCOUNTANCY
|RESERVED| 181
CHAPTER 15.2 ACUPUNCTURE EXAMINING
COMMITTEE |RESERVED| 181
CHAPTER 15.3 DIVISION OF ALLIED HEALTH
PROFESSIONS |RESERVED| 181
CHAPTER 15.4 BOARD OF ARCHITECTURAL
EXAMINERS |RESERVED| 181
CHAPTER 15.5 ATHLETIC COMMISSION
|RESERVED| 181
CHAPTER 15.6 AUCTIONEER COMMISSION
|RESERVED| 181
CHAPTER 15.7. BUREAU OF AUTOMOTIVE
REPAIR (RESERVED) 181
CHAPTER 15.8 BOARD OF BARBER EXAMINERS
|RESERVED| 182
CHAPTER 15.9 BOARD OF BEHAVIORAL
SCIENCE EXAMINERS |RESERVED| 182
CHAPTER 15.10 CEMETERY BOARD
|RESERVED| 182
2007 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE
CHAPTER 15.1 1 BUREAU OF COLLECTION AND
INVESTIGATIVE SERVICES |RESERVED|. . . 182
CHAPTER 15.12 CONTRACTORS^ STATE
LICENSE BOARD |RESERVED| 182
CHAPTER 15.13 BOARD OF COSMETOLOGY
|RESERVED| 182
CHAPTER 15.14 BOARD OF DENTAL
EXAMINERS |RESERVED| 182
CHAPTER 15.15 BUREAU OF ELECTRONIC AND
APPLIANCE REPAIR |RESERVED| 182
CHAPTER 15.16 BOARD OF FUNERAL
DIRECTORS AND EMBALMERS
|RESERVED| 183
CHAPTER 15.17 BOARD OF REGISTRATION
FOR GEOLOGISTS AND GEOPHVSICISTS
|RESERVED| 183
CHAPTER 15.18 BOARD OF GUIDE DOGS FOR THE
BLIND [RESERVED! I**3
CHAPTER 15.19 HEARING AID DISPENSERS
EXAMINING COMMITTEE |RESERVED| , , , 183
CHAPTER 15.20 BUREAU OF HOME
FURNISHINGS |RESERVEDl 183
CHAPTER 15.21 BOARD OF LANDSCAPE
ARCHITECTS IRESERVEDj 183
CHAPTER 15.22 BOARD OF MEDICAL QUALITY
ASSURANCE IRESERVEDj 183
CHAPTER 15.23 BOARD OF NURSING HOME
ADMINISTRATORS |RESERVED| 183
CHAPTER 15.24 BOARD OF OPTOMETRY
|RESERVED| 184
CHAPTER 15.25 BUREAU OF PERSONNEL
SERVICES (RESERVED) 184
CHAPTER 15.26 BOARD OF PHARMACY
|RESERVED| 184
CHAPTER 15.27 PHYSICAL THERAPY
EXAMINING COMMITTEE IRESERVED) , , , 184
CHAPTER 15.28 PHYSlCIAN^S ASSISTANT
EXAMINING COMMITTEE IRESERVED] ... 184
CHAPTER 15.29 BOARD OF PODIATRIC
MEDICINE [RESERVED! I**4
CHAPTER 15.30 BOARD OF POLYGRAPH
EXAMINERS |RESERVED| 184
CHAPTER 15.31 BOARD OF PROFESSIONAL
ENGINEERS |RESERVED| 184
CHAPTER 15.32 PSYCHOLOGY EXAMINING
COMMITTEE |RESERVED| 185
CHAPTER 15.33 BOARD OF REGISTERED
NURSES IRESERVED] 185
CHAPTER 15.34 RESPIRATORY CARE
EXAMINING COMMITTEE IRESERVED] ... 185
CHAPTER 15.35 BOARD OF CERTIFIED
SHORTHAND REPORTERS |RESERVED]
185
CHAPTER 15.36 SPEECH PATHOLOGY AND
AUDIOLOGY EXAMINING COMMITTEE
IRESERVED] 185
CHAPTER 15.37 STRUCTURAL PEST CONTROL
BOARD |RESERVED| 185
CHAPTER 15.38 TAX PREPARERS PROGRAM
IRESERVED] 185
CHAPTER 15.39 BOARD OF EXAMINERS IN
VETERINARY MEDICINE |RESERVED| . .
185
CHAPTER 15.40 BOARD OF VOCATIONAL NURSE
AND PSYCHIATRIC TECHNICIAN EXAMINERS
|RESERVED| 186
CHAPTER 16 CALIFORNIA STATE LIBRARY. . 187
Article
1 Scope 187
2 Definitions 187
3 Administration and Enforcement 187
4 Fees 189
5 California Reading and Literacy
Improvement and Public Library
Construction and Renovation Bond
Act of 2000 190
Articles. I Scope 190
Articles.! Definitions 190
Article 5.3 Administration and Enforcement.
AllLibrary BondActProjects 191
Article 5.4 Administration and Enforcement.
All Library Bond Act Projects. Including
AH Joint Use Projects 191
Article5.5 Fees 195
2007 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE
XI
APPENDIX— STATE LIBRARY PLANS
REVIEW FORM 196
HISTORY NOTE APPENDIX FOR
CHAPTER 16 198
Xli 2007 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE
CHAPTER 1
ADMINISTRATIVE REGULATIONS OF THE CALIFORNIA BUILDING
STANDARDS COMMISSION
ARTICLE 1-1
GENERAL
1-101. Abbreviations. The following abbreviations sliall
apply lo Title 24. California Code of Regulations:
AGR Department of Food and Agriculture
BSC Building Standards Commission
CA Department of Consumer Affairs
CBC California BuikUug Code
CCR California Cade of Rcgiila lions
CEC California Electrical Code
CEC California Energy Commission
CMC California Mechanical Code
CPC California Plumbing Code
COMMISSION The California Building Standards
Commission
CSA Corrections Standards Authority
DHS Department of Health Services
DSA/SS Division of the State Architect- Structural
Safely Section
DSA/AC Division of the State Architect-Access
Compliance
DOE Department of Education
DOT Department of Transportation
ENFORCING The designated agency, board,
AGENCY commission, department, division, office
or individual responsible for the
enforcing of building standards.
HCD Housing and Community Development
NEC* National Electrical Code^
NFPA National Fire Protection Association
OHP Office of Historical Preservation
OSHPD Office of Statewide Health Planning &
Development
PUBLIC All entities which are regulated by the
UTILITY California Public Utilities Commission
(PUC); or which would otherwise be
regulated by the PUC but are exempted by
municipal charter
SBR State Building Regulations
SFM Office of the State Fire Marshal
SHB State Historical Board
SRSC State Reference Standard Code
UBC"^^ Uniform Building Code'^'
UBC STDS Uniform Building Code Sliiudiirds
UFC Uniform Fire Code
UHC Uniform Housing Code
UMC Uniform Mechanical Code
UPC
YA
Uniform Plumbing Code
Department of Youth Authority
Aurhority: Goveramenl Code Section 1 1 000. and Health and Saictv Code
Section IS931 lO^
Rofcrcncc: OovernmenI Code Seclioii 1 1000^ and lleallh and Safety Code
Seclion 1S931 (d).
ARTICLE 1-2
DUTIES AND RESPONSIBILITIES OF THE
BUILDING STANDARDS COMMISSION AND THE
EXECUTIVE DIRECTOR
1-20L
{a) The Commission may hear argument(s), based upon the
record of the Proceedings of the Adopting Agency.
(h) DuHes and responsibilities of the executive director.
The Executive Director shall be the Chief Executive of the
State Building Standards Commission, and shall be the primary
individual responsible for implementing the will of the Com-
mission, and shall have the authority to:
1. Recommend to the Commission, policies under which
the ofTice of the Commission will operate.
2. Interpret and implement the policies of the Commis-
sion,
3. Provide the administrative direction for the day-to-day
work of the Commission.
4. Manage the technical and support staff of the Commis-
sion.
5. Represent the Commission to the Legislature.
6. Review and approve or disapprove agencies* public
notices ofhearings for proposed building standards per
Sections 1 1 346.4 and 1 1346.5 ofthe government code.
7. Ensure that Agencies comply with Section 18Q30 ofthe
Health & Safety Code and Sections 11342 through
11446 (as required) of the government code, when
adopting building standards, prior to submission to the
Commission.
S. Negotiate and execute contractual agreements neces-
sary to carry out the mission ofthe Commission.
9. Manage the Commission's appeals process.
10. Represent the Commission to all levels of state and
local government, and with the private sector.
11. Perform other duties as required by the Commission
and state statute{s).
Authority: IkalEh and Safely Code Seclion 1893 1.
Reference: Healtli and Safety Code Sections 1 S925 and I S93 1 .
2007 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE
ADMINISTRATIVE REGULATIONS OF THE CALIFORNIA BUJLDING STANDARDS COMMISSION
ARTICLE 1-3
PUBLIC NOTICES AND HEARING DATES
(a) Public notices. Agencies, proposing to adopt building
standardsshail prepare a public notice which shall coniply with
Article 5 (commencing with Section 1 1346) of Chapter 3.5 of
Pari 1 of Division 3 of Title 2 of ihe GovernmenI Code.
(h) Six copies of the public notices for proposed building
standards shall be forwarded to the Building Standards Com-
mission for review and approval. A Building Standards Face
Sheet (BSC-I ) with original signature shall be submitted with
the notices.
(c) Upon approval of the notice of hearing for building stan-
dards the Executive Director will forward the notice, within
five working days, to the Office of Administrative Law for the
sole purpose of publication in the California Administrative
Notice Register, and return an approved copy to the submitting
agency. If a notice is found to be incomplete or incorrect by
Commission staff, the Executive Director shall return it to the
submitting agency within five working days with comments.
(d) Any public notice not acted upon within five working
days shall be automatically approved and published.
Aulbority: Heallh and Sale ly Code Seclions 18931 and 18935.
Rertrtncc: Health and Safely Code Sections 1S931 and IS935.
1-302- Hearing dales. Agencies planning to conduct hearings
relative to building standards shall, prior to giving public
notice, acquire the written approval of the Commission as to
the time and place of the hearing(s).
Aurhority: Ikallh and Safely Code Seclions 18931 and L8935.
Reftrtnee: Health and Safety Code Sections 1S931 and IS935.
ARTICLE 1-4
SUBMISSION OF NONEMERGENCY AND
EMERGENCY PROPOSED BUILDING STANDARDS
TO THE COMMISSION
1-40K
(a) After hearing or close ofcomment period by the adopting
agency, all building standards shall be submitted as proposed
building standards to the Commission for approval, in a formal
as prescribed by the Commission. Each proposed building
standards package shall include:
1. Building Standards Face Sheet (BSC-I) with the origi-
nal signature of a person authorized to certify
documents.
2. Copies of the Public Notice, Informative Digest. Initial
Statement of Reasons and proposed standards.
3. Finding of Emergency Statement (submitted only with
Emergency Regulations).
4. Copies of Department of Finance Fiscal Impact State-
ment (Std. 399) together with fiscal analysis prepared
by the submitting Agency.
5. Copies of Ihe written transcript or recorded minutes of
the public hearing.
6. Copies of exhibits submitted at the public hearing.
7. Copies of correspondence received during public com-
ment period.
S. Copies of the Updated Informative Digest and Final
Statement of Reasons.
9. Copies of the proposed standards with any post hearing
changes indicated, and a memo attesting to the 15-day
public availability period.
10. Agencies shall certify when the public comment period
was closed, and that the submitted rulemaking is
complete.
11. An analysis which shall justify the approval of the
building standard (s) in lenns of the criteria as set fordi
in the State Building Standards Law. Part 2.5, Division
13. Section 18930. et seq., of the Health and Safety
Code.
12. Any referenced documentation relevant to the hearing
as determined by the Executive Director of the Building
Standards Commission.
13. The number of copies of the proposed building stan-
dards packages to be forwarded to the Commission
shall be determined by the Executive Director of the
Building Standards Commission.
14. All proposed building standards packages shall be
indexed.
15. If other than the Agency Director/ Chief signs a Face
Sheet (BSC-1 ), a delegation order shall be attached to
the Face Sheet.
16. If the building standards were filed as an emergency, a
certification that the requirements of Government Code
Section 1 1346.1 have been complied with.
(b) The proposed building standards shall be submitted in
the strikeout/underline format. If the proposed building stan-
dards amend existing building standards, all deletions must be
shown in strikeout type and all additions, including punctua-
tion, must be underlined. The provisions of this section may be
waived by the Executive Director through written notification
to the adopting agency.
Authority: Ikallh and S ale ly Code Seclion 18931(0^
Reference: Health and Safety Code Seclion 1S931 {f).
1-402,
(a) Emergency regulations. Emergency building standards
shall not be effective until approved by the Building Standards
Commission and filed with the Secretary of State.
(b) Emergency building standard{s) packages submitted to
the Commission prior to public hearing shall include:
1. An original signed Face Sheet (BSC-I)
2. The Finding of Emergency.
3. An analysis which shall justify the approval of the
building standard(s) in terms of the criteria as set forth
in the State Building Standards Law, Part 2.5, Division
13, Section 18930, et seq„ of the Health and Safety
Code.
4. The proposed emergency building standards.
5. A delegation order if the Face Sheet (BSC-1) is signed
by other than the Agency Director/Chief
6. Any supporting documentation as determined by the
Executive Director.
2007 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE
ADMINISTRATIVE REGULATIONS OF THE CALIFORNIA BUILDING STANDARDS COMMISSION
(c) The number of copies of proposed emergency building
standards packages will be determined by the Executive
Director.
(d) Agencies adopting emergency building standards fol-
lowing an Agency public hearing shall submit a rulemaking
file as prescribed in Section 401 (aV
(e) Following the filing wiih the Secretary of State, the Com-
mission shall notify theaffected Agency in writing of the filing
date of the building standards.
(f) The Commission shall forward the required number of
copies of the filing order to the Office of Administrative Law
for the sole purpose of publication in the California Adminis-
trative Notice Register.
Aulbarity: Governmenl Code Sections 1 1345.1 and 1 1346.5 and Heallh and
Safely Cede Section 1S937.
RcTcrpncc: GovemmenI Code Section 1 1346.1 and 1 1346.5 and Health and
Safely Code Sections^ 1S913 and 1S937.
HISTORY:
I. (BSC 2/93) Regular order b> the Calitornia Building Standards Com -
mission to amend Section 1-402. Pari I, Title 24, California Code of
Regulations. Approved bv Office ol Adminis^lralive Law on January
21. 1995: llledatthe Secretary of Stale on January 27. 1995^ effective
30 days thereafter, which will be February 26, 1995. Publication dale
April 24, 1995,
ARTICLE 1-5
PUBLIC PARTICIPATION
1-501> Every stale agency with authoriiy to propose or adopt
building standards shall adopt regulations to ensure public par-
ticipation in the development of building standards by July I,
1995. State agencies' regulations shall establish methods to:
(a) Identify all interested groups or persons affected by
agency building standards.
(b) Notify all interested groups and persons that building
standards are to be developed, and maintain a listing of such
groups or persons, should the Commission request it.
(c) Make available draft proposals to interested groups or
persons expressing interest.
(d) Establish a procedure to provide interested groups or per-
sons the opportunity to advise the adopting agency of the
impact of the proposed standards. The adopting agency shall
submit to the Commission their regulations to provide public
participation prior to public hearing,
Aathorrty: Ht^alth and Safety Code Section 1S934.
RcFcrcnct: Health and and Safely Code Section 1 S934.
HISTORY:
I. (BSC 2/93) Regular order by the California Building Standards Com-
mission lo amend Seclion 1-50 L Pan I, Tille 24. California Code of
Regulalion?. Approved by Office of Adminisilrnlive Law on Januar\'
11. 1995; llledattheSecrelaryof Stale on January 27. 1995: effective
30 days therealter^ which will be February 26, 1995. Publicalion dale
April 24, 1995.
ARTICLE 1-6
APPEALS PROCEDURE
1-60 L Scope of appeals. Appeals to the Commission and the
matters which can be appealed are described in Health and
Safety Code Section 18945.
Aulhorily: HeaLlhand Safety Code Secdons 1893 1 , 1 H945. 1 S946 and 1 S949.
Reftrtnee: Health and Safety Code SeclionE 1S93K 18945, IS946and L8949.
HISTORY;
1. (BSC 1/S9) Regular order by die California Building Standards Com-
mission to amend Seclion 1-501^ Part I, Tille 24, Cal[fornia Code of
Regulalion^. Filed with the Secretary of Stale April 1990^ effective
April 17. 1990. Approved as a regular order bv the California Building
Standards Commission on April 16, 1990.
1-602. Filing of appeals.
(a) An appeal may be filed by any person, including a state or
local agency. Affected individuals, local and/or state agencies
may act as appellants and may file appeals relating to confiict.
duplication or overlap of any current state code, or any other
matter of statewide significance.
(b) The appeal shall be in writing and shall specifically set
forth:
1. Thespecificregulation. rules, interpretation or decision
of any stale agency respecting the administration of any
building standard being appealed.
2. The dates of any act. interpretation or decision of any
state agency related to the complaint.
3. The nature of any act. interpretation or decision of any
state agency related to the complaint.
4. The reasons for the appeal.
5. Documentation of the official action of the applicable
stale agency with respect to the agency's final determi-
nation on the issue.
6. Identification of witnesses, experts and other represen-
tatives of the appellant.
(c) The appeal or complaint shall be filed with the Executive
Director at: CALIFORNIA BUILDING STANDARDS COM-
MISSION, 2525 Natomas Park Drive, Suite 130. Sacramento.
California 95833.
(d) A nonrefundable fee of S450.00 shall be submitted with
the initial request for appeal In addition, any and all costs for
an administrative law judge or costs related to a hearing before
the appeals subcommittee will be the responsibility of the
appellants.
(e) Appeals by affected individuals and local jurisdic-
tions jointly. When the enforcement of a state building stan-
dard is the responsibility of a local jurisdictional authority, the
Commission will hear an appeal only with the concurrence of
both the affected individual and the responsible local jurisdic-
tional authority.
(0 Appeals procedures of other state agencies. Commis-
sion policy requires that an appellant obtain a final determina-
tion from the state agency in question relating to the issue under
appeal before theCommissionwillhearthe appeal. Only where
there exists an apparent confiict. duplication or overlap in other
available state appeals procedures or within the regulations or
code will the appeal be heard without requiring that a final
determination be obtained from the state agency.
(g) Statute of limitations. Appeals will be accepted by the
Commission only within:
1 . Six months of when the act, interpretation, decision or
practice complained of occurred, or
2007 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE
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2. As determined by Ihe Commission if special circum-
stances are found to exisL
Exception: Appeals regarding any act. interpretation
decision or practice of any State adopting or enforcing
agency prior to the adoption of liiis article will be
accepted by the Commission if submitted within the
first year following the effective date of this article.
Aulborily: Heallh and Sale ly Code Seclions LB931 and 18945.
Reference: Heallh and Safely Code Sections 1S931 and \S945.
1-603. Receipt and processing appeals.
(a) Receipt of any appeal shall be acknowledged in writing
by the Executive Director within 30 days of receipt advising
the appellant and the stateagency of the acceptance or rejection
of the appeal as filed. The reply shall also set forth the planned
action of the Commission in response to the application
together with reasons for the proposed actions.
(b) If the Executive Director determines that additional
information is needed in order to decide the matter, the Execu-
tive Director may request such additional information and
defer action on the matter until such additional information is
received. If the Executive Director requests additional infor-
mation, the appellant shall have 30 days from the date of the
Executive Director's request within which to submit the infor-
mation. If the requested infonnation is not received within 30
days, the Executive Director may treat the appeal as having
been abandoned or may. upon written notice to the appellant
and the state agency, process the appeal on such information as
is available. Upon written request the Executive Director may.
for good cause, extend the 30-day period by one additional
30-day period.
(c) The Executive Director and the Chair of the three-mem-
ber Appeals Committee, appointed by the Chair of the Com-
mission, shall, acting together, recommend to the Commission
whether the appeal should be heard by the Appeals Committee
or the full Commission. Suggested schedules for such hearings
shall also be submitted. The recommendations shall be con-
tained in the consent calendar of the next Commission meeting.
The Executive Director shall advise the appellant and the state
agency in writing within 1 5 days of the Commission's determi-
nation and the procedures and schedules to be followed for the
hearing,
Aurhorlty: llealrh and Saleiy Code Seclion 18945.
Reference: Flealthand Safely Code Sections 1S931 and IS946.
HISTORY:
1. [BSC 2/93) Regular order by die California Building Standards Com-
mission to amend Seclion 1-503, Pari I, Tille 24, Cal[fornia Code of
Regulalions. Approved by Office of Adminislrnlive Law on Januar\'
27. 1995: llledallhe Secretary of SlaLe on January 27. 1995^ elTective
30 days therealter^ which will be February 26, 1995. Publicalion dale
April 24, 1995.
1-604. Hearings.
(a) If it is determined by the Commission that the appeal
shall be heard by the Appeals Committee, the following provi-
sions shall apply:
1. Time and place of hearing as determined by the Com-
mission shall be noticed to the appellant and the state
agency within 15 days of its determination: date of said
hearing shall be within 60 days of date of said notice.
2. The Executive Director shall publish the date of hearing
to interested parties and may invite experts or other wit-
nesses as necessary for the hearing.
3. The Appeals Committee shall not be bound by the rules
of evidence or procedure applicable in the courts.
Appellant, appellant's witnesses, and any other inter-
ested persons may present testimony, argument and/or
documentary material concerning the matter(s) imder
consideration.
4. The Appeals Committee shall prepare its finding(s) and
decision within 30 days after the appeal hearing.
5. The Executive Director shall, in writing, advise the
appellant and the state agency of the decision within 1 5
days and shall advise the Commission of the decision
by memorandum at the next Commission meeting.
6. If an appeal is heard by the Appeals Committee, either
party may request a reconsideration by the Commis-
sion. Said request must be submitted to the Executive
Director no less than 30 days after the determination by
the Appeals Committee and shall be acted upon by the
Commission no later than 60 days after said request is
received. Reconsideration by the Commission shall be
based upon the record of the appeal hearing and addi-
tional infonnation or testimony that is specifically
requested by the Commission. Notice of the detennina-
tion of the Commission upon reconsideration shall be
sent to all parties involved within 15 days of the action
by the Commission.
(b) Ifan appeal is not delegated, or if the Commission elects
to conduct the hearing, or if the appellant appeals a decision of
the Appeals Committee to the Commission, the following pro-
cedure will be used:
L Time and place of the hearing as determined by the
Commission shall be noticed to the appellant and the
state agency within 1 5 days; date of said hearing shall
be within 60 days of date of notice.
2. The Executive Director shall publish the time, date and
location of the hearing to interested parties and invite
expert or other witnesses as necessary for the hearing.
3. The hearing shall be conducted at a regularly scheduled
or specially designated Commission meeting, under its
own rules, accepting evidence as it requires, and
chaired by its regular Chairperson. Appellant and other
interested parties may present relevant testimony, argu-
ment or documentary material as acceptable to the
Commission consistent with the requirements of Sec-
tion K602(b).
4. The Commission shall make a decision on the appeal at
an open meeting thereof, provided that the matter may
be continued or taken under advisement for decision at
a later meeting of the Commission, or re- referred to the
Appeals Committee for further consideration and
report to the Commission. No Commissioner may casta
vote on the determination of a hearing unless he was
present at the hearing and heard the testimony and evi-
dence presented.
5. Notwithstanding the foregoing, the appeal may be
withdrawn at any time by the appellant upon written
notice to the Executive Director. Upon withdrawal, no
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further proceedings as specified above shall take place.
The withdrawal of the appeal shall be accepted with or
without prejudice, as determined by the Commission.
6. The Executive Director shalL in writing, advise the
appellant and the state agency of the decision of the
Commission within 1 5 days from the date of the official
Commission decision in the matter
(c) The Commission may elect to refer the appealing parties
to a hearing ofilcer appointed by the Office of Administrative
Hearings as described in Health and Safety Code Section
18946.
(d) Action by the Commission on the appeal of a building
standards issue within the authority of the Commission shall
exhaust the administrative relief of the appellant.
Aulhority: lleadh and Safely Code Seclion IS945.
Reference: Heallh and Safely Code Sections 1S931 and IS946.
HISTORY:
I. [BSC 2/93) Regular order by tlie California Building Standards Com-
mission lo amend Seclion 1-504, Pan I, Title 24. California Code of
Regulalion?. Approved by Office of Admiiiisilralive Law on Januar\'
11. 1995; llledallhe Secretary of Slale on January 27, 1995; effective
30 days thereafler. which will be February 26, 1995. Publicalion dale
April 24, 1995.
ARTICLE 1-7
CONFLICT OF INTEREST CODE
1-70L (a) The Political Reform Act, specifically Government
Code Section 87306. requires state and local governmental
agencies to promulgate and adopt Conflict of Interest Codes.
The Fair Political Practices Commission has adopted a regula-
tion. Title 2, California Code of Regulations, Section 1 8730,
containing the tentis of standard Conflict of Interest Code, that
can be incorporated by reference, and that may be amended by
the Fair Political Practices Commission to conform to amend-
ments in the Political Reform Act after public notice and hear-
ings. Therefore, the terms of Title 2, California Code of
Regulations, Section 18730, and amendments thereto, duly
adopted by the Fair Political Practices Commission, are hereby
incorporated by reference and constitute the Conflict of
Interest Code of the California Building Standards
Commission.
Designated employees shall file statements of economic
interest with the Commission. Upon receipt of the statements
of the Commission members, the agency shall make and retain
a copy and forward the original of these statements lo the Fair
Political Practices Commission. Statements of other desig-
nated employees are retained by the agency; no copies are for-
warded to the Fair Political Practices Commission.
(b)
L Designated Employee
Chair of the Commission
Commissioners
Executive Director
Deputy Executive Director
Consultants
2. Disclosure Category
All designated employees shall report all investments, busi-
ness positions sources of income and all interests in real
property.
Aulborily: Heallh and Safely Code Seclion l893Uf} and GovernmenI Code
Sec I ion S7306.
Reference: FEealtb and Safely Code Section 1893 Ht} '^^ GoverDmeiU Code
Seclion S7306.
HISTORY:
I. {BSC 2/99) Article 1-7, Coiiflici of InteresI Code, Amend Section
1-701. Approved by the Fair Political Practices Committee on October
29, 1999. Filed with Ihe Secretary of Slale on December 31. 1999;
effective January 30. 2000.
ARTICLE 1-8
PUBLIC PETITION REGULATIONS
1-80L Publkpctition, Any member of tiie public may petition
either the Commission, the proposing agency or the adopting
agency for the proposal, adoption, amendment or repeal of any
state building standard or administrative standard appearing in
Title 24 of the California Code of Regulations.
Auchority: Health and Safety Code Sections 1B931 and 18949.6 and Assem-
bly Bill 40S2, Chapter I2S9. Stal[ftesof L990.
Reference: lleadh and Safely Code Sections 1S931 and 1^949.6 and Assem-
bly Bill 4082, Chapter 1 2S9, Statutes of 1990.
HISTORY:
1. (BSC 2/93) Regular order by the California Building Standards Com-
mission to adopt Seclion 1-SOl. Part \. Title 24, California Code of
Regulations. Approved by Office of Adminislralive Law on January
27, 1995; lllcd at the Secretary of Slate on January 27. 1995: effective
30 days thereafler. which will be February 26, 1995. Publicalion dale
April 24. 1995.
1-802. Criteria for public petition. A public petition for ihe
proposal, adoption, amendment or repeal of a state building
standard must meet the following criteria:
(a) Tlie subject issue must have statewide significance and
must have implications for a whole category of projects or a
broad range of project types.
(b) The rationale for the petition must take the form of at
least one of the following criteria:
1. The subject regulation conflicts with pertinent stat-
ute(s). To substantiate this criterion, the petitioner must
cite the subject regulation and ihe conflicting statute{s).
and provide a clear written description of why the two
are inconsistent.
2. Compliance with the subject regulation is routinely
impossible or onerous. To substantiate this criterion,
the petitioner must cite the subject regulation, present
written or photographic evidence of the difficulty in
complying with it, and clearly show that the problem is
common or potentially common to many different pro-
jects or project types in many different circumstances.
This criterion shall not be used to justify a petition for
the repeal or amendment of a regulation that poses diffi-
culty to a single project.
3. The regulation is inefficient or ineffective. To substan-
tiate this criterion, the petitioner must cite the subject
regulation, provide clear and concise written or photo-
graphic evidence of its ineffectiveness or inefficiency,
describe a proposed alternative, and provide clear and
2007 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE
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convincing written or photographic evidence that ii is
more efficient or effective.
4. The subject regulation is obsolete. To substantiate this
criterion, the petitioner must show at least one of the
following facts:
A. That a material or product specified in the regulation
is not available, or
B. That there is no statute authorizing the subject regu-
lation, or
C. That significant developments in procedures, mate-
rials or other issues affecting the regulation have cre-
ated a need for amendment or deletion of the
regulation; that current state statutes permit amend-
ment or deletion of the regulations; and that the regu-
lation has the effect of prohibiting the use of a
material or procedure that is demonstrated to the sat-
isfaction of the submitting agency to accomplish the
purpose of the regulation.
5. There is a need for a new regulation. To substantiate this
criterion, the petitioner must provide a clear written
description of the proposed regulation,explain why itis
necessary, and cite the statute{s) that require or autho-
rize the new regulation.
Auchority: lleallh and Saletv Code Sections 1S931 and lSfl4fl.6 and Assem-
bly Bill 4082, Chapter 12S9, Stalutes of 1990.
Rercrcnce: llealrh and Safely Code Seciions 1S931 and 18949,6 and Assem-
bly Bill 40R2, Chapter I2S9, Statutes of L990.
HISTORY:
1. {BSC 2/93) Regular order by the California Building Standards Com-
mission to adopt Seclion 1-302, Pari I. Title 24, California Code of
RegulaUons. Approved by Office of Adminislralivc Law on Januar\'
27. 1995: tiled at the Secretary of Slate on JaDuary 27, 1995; effective
30 days thereaRer^ which will be February 26, 1995. Publication date
April 24, 1995.
1-803- Emergency clause. A petitioner may assert that his or
her petition requires immediate action because there is immi-
nent danger to the public health, safety or welfare. To substanti-
ate the existence of a potential danger, the petitioner must
include in the petition a written description of the specific facts
showing the need for immediate action. If the emergency
clause is approved and if the petition is accepted pursuant to
Section 1-805 [Agency Duties], the proposing agency or
adopting agency shall develop and/or adopt proposed changes.
Auchority: Heallh and Safely Code Seciions IS931 and I S937 and Assembly
Bill 40R2.. Chapter 12S9. Stalutes of 1990.
Reference: Health and Safely Code Seciions IS93I and I S937 and Assembly
Bill 40S2, Chapter 12S9. Stalutes of 1990.
HISTORY:
I. {BSC 2/93) Regular order by the California Building Standards Com-
mission to adopt Seclion 1-M03, Pari \. Title 24, California Code of
Regulations. Approved bv Office of Adminislralive Law on January
27. 1995: illedatthe Secrelary of Slate on January 27. 1995^ elTective
30 days thereafter, which will be February 2b. 1995. Publication dale
April 24, 1995.
1-804. Petition submittal. Public petitions shall be submitted
by the petitioner to either the Commission, the proposing
agency or the adopting agency.
(a) When submitted to the Commission, within fourteen (14)
business days after receiving a petition, the Commission shall
detentiine whether the petition is properly compiled and com-
plete. For the purposes of this section, "properly compiled and
complete" means the petition meets the requirements set forth
in Sections 1-802 [Criteria for Public Petition] and 1-803
[Emergency Clause].
(b) When submitted lothe Commission, withjn fourteen (14)
business days after receiving a petition, the Commission shall
return incomplete petitions to petitioners without action but
with an itemization of the missing or incomplete items.
(c) When submitted to the Commission, within fourteen (14)
business days after receiving a petition, the Commission shall
forward complete petitions to the appropriate proposing
agency or adopting agency. The proposing agency or adopting
agency shall have five (5) business days following receipt of
petitions from the Commission to dispute the determination of
completeness and/or the Commission's detennination of juris-
diction. If the agency determines that the petition is incom-
plete, it shall, by the close of business on the fifth business day
following receipt of the petition, return the petition to the Com-
mission, with an itemization of the missing or incomplete
items, and the Commission shall return the petition to the peti-
tioner within twenty-five (25) business days of having origi-
nally received the petition without action in accordance with
the procedures provided in subparagraph (b) above.
(d) The Commission shall provide written notification to the
petitioner that the petition is complete and undergoing propos-
ing agency or adopting agency review, ifthe five (5) day period
described in subparagraph (c) above expires without proposing
agency or adopting agency action. This notification must be
sent to the petitioner no more than twenty {20) business days
after having first received the petition.
(e) The Commission shall maintain records relating to the
submittal and disposition of petitions. The Commission shall
have no authority to rule on the contents of petitions except to
determine whether sufTicient infonnaiion has been provided by
the petitioner, unless specifically requested to do so by the pro-
posing agency or adopting agency.
Aulhority: Health and Safety Code Sections IS931 and 1S949.6 and Assem-
bly Bill 40R2., Chapter I2S9, Statutes of 1990.
Reference: lleadh and Safely Code Seciions IR931 and 1^949 6 and Assens-
blyQill40K2. Chapler 1 2S9, Statutes of 1990.
HISTORY:
I. 1BSC2V93) Regular order by the California Building Standards Com-
mission to adopt Seclion 1-S04. Pari \. Title 24, California Code of
Regulalions. Approved by Office of Adminislralive Law on January
27, 1995: Illedatthe Secretary of Slate on January 27. 1995; effective
30 days thereafler, which will be February 26. 1995. Publication date
April 24, 1995.
1-805- Agency duties. When the agency whose adoption
responsibiliiies relating to building standards are transferred to
the Commission receives a petition, that agency shall submit
the petition to the Commission for compliance with Section
1-804 [Submittal]. After receiving a completed petition from
the Commission, the proposing agency or adopting agency
shall be responsible for the following duties:
(a) The proposing agency or adopting agency may reject a
petition, ifthe proposing agency or adopting agency disagrees
with the Commission's detennination that a petition is com-
plete, or if the proposing agency or adopting agency believes
the petition is in the jurisdiction of a different agency, the pro-
posing agency or adopting agency shall notify the Commission
no more than five (5 ) business days after receiving a petition.
2007 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE
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(b) If the proposing agency or adopting agency agrees that it
has jurisdiction and that ihe petition is complete, it shall take
one of the following actions, communicating with the peti-
tioner, within the noted lime lines:
1 . The agency may reject, accept or approve a petition in
part and may grant such other reliefer take such other
action as it may detennine to be warranted by the peti-
tion and shall notify the petitioner in writing of such
action.
2. If the agency denies the petition for cause pursuant to
Section 1-806 [Criteria for Denying a Public Petition
for Cause], it shall do so in writing within thirty (30)
business days after the date of the written notification
provided bv the Commission pursuant to Subsection
K804(d). '
3. If the agency accepts thepetition, it shall notify ihe peti-
tioner in writing within thirty (30) business days after
the date of the written notification provided by the
Commission pursuant to Subsection 1-804 (d). For the
purposes of this section, accepting the petition indicates
that the agency believes the issue(s) merit proceeding to
code development. Code development shall include the
public participation criteria in Article I -5, Part I . Title
24, California Code of Regulations.
4. If the approved petition contains an emergency clause,
the agency shall also rule on the reasons posed in the
clause, and if it concurs that an emergency exists, shall
schedule code development and adoption procedures
on an emergency basis.
Authority: Ilcallh and Safely Code SeclioDS LS931. 1S949.L 18949.2,
13949.3, IR949.Sand L8949,6 and Assembly Bill 40S2., Chapter 12R9, Slal-
utesof 1990.
Reference: lleallh and Safely Code Seclion 1S931 and As^sembLy Bill 40S2,
Chapter 1289. Slalules^ of 1990.
HISTORY:
1. [BSC 2/93) Regular order by the California Building Standards Com-
mission to adopt Seelion 1-SO?. Pari \. Title 24, Califurnia Code of
Regulalion^. Approved by Office of Adminisilralivc Law on Januar\'
27, 1995; llled at the Secretary of Stale on January 27, 1995: effective
30 days thereafter^ which will be February 26, 1995. Publicalion dale
April 24, 1995.
1-806. Criteria for denying a public petition for cause. The
proposing agency or adopting agency may deny a public peti-
tion pursiianlto Section 1-805 [Agency Duties] for cause using
at least one of the following criteria:
(a) The subject regulation is already scheduled for review at
the next regular triennial or other scheduled adoption. To sub-
stantiate this criterion, the agency shall include in its written
denial a schedule for Ihe planned review. Alternatively, the
agency may approve a petition but defer its implementalion
until Ihe next scheduled adoption.
(b) The issues cited by the petitioner are factually incorrect.
To substantiate this criterion, the agency shall identify in its
written denial Ihe incorrect facts.
(c)The issues cited by the petitioner are not within the State's
jurisdiction. To substantiate this criterion, the agency shall
show in its written denial why the issues are outside its
jurisdiction,
(d) The issues cited by the petitioner have been raised and
answered through another petition or during the previous
rulemaking. To substantiate this criterion, the agency shall
include with its written denial a copy of Ihe previous petition
and its response or the pertinent rulemaking file information.
Note: Jf new facts or substantiating data, pertinent to a peti-
tion, are provided, this criterion shall not be grounds for
denying a petition.
(e) Resolving Ihe issues raised by Ihe petitioner would com-
promise the agency^s ability to carry out its legal mandate. To
substantiate this criterion, the agency shall include with its
denial Ihe specific ways in which its legal mandate would be
compromised.
Aulhonty: lleallh and Safety Code Sections 1B931 and 3R949 6 and Assem-
bly Qill4bs2., Chapter I2S9, SlalulesoiiggO.
Reftrtncc: lleallh and Safely Code Seclions 1S931 and lS949.6and Assem-
bly Qill40K2, Chapter I2R9. SlalulesoiiggO.
HISTORY:
1. IBSC 2/93) Regular order by the CaliTornia Duilding Standards Com-
mission to adopt Seclion 1-S06. Part \. Title 24, Calitbrnia Code of
Regulations. Approved bv Oitice of Adminislralive Law on January
27, 1995; Hied at the Secretary of Slate on January 27, 1995: effective
30 days thereafter, which will be February 2(i, 1995. Publicat[on dale
April 24, 1995.
1-807- Appeal. Any person may request reconsideration of any
part or all of a decision of any agency on any petition submit-
ted. Any such request shall be submitted in accordance with
these public petition procedures and shall include the reason or
reasons why an agency should reconsider its previous decision.
Such request for reconsideration must be submitted no later
than sixty (60) days afler the date of Ihe decision involved. The
agency's reconsideration of any matter relating to a petition
shall be subject to the provisions of Section 1-806 [Criteria for
Denying a Public Petition for Cause].
Auchority: Health and Safety Code Seclions 1S931, 1B945, and lS949.6and
Asfjembly Bill 4082, Chapter 12S9. Slalulesi of 1990.
Reference: Healih and Safel> Code Section? IS9:il, 13945, and LS949.6and
Asfjembly Bill 4082, Chapter 12S9. Slalules^ of 1990.
HISTORY:
1. {BSC 2/93) Regular order by the California Building Standards Com-
mission to adopt Seclion 1-S07. Pari \. Title 24, California Code of
Regulalion?. Approved by Office of Adminislralive Law on January
27h 1995; llledatthe Secretary of Slate on January 27. 1995: effective
30 days therealter. which will be February 26, 1995. Publicalion dale
April 24. 1995.
I-SOS. Appeal to the commission.
(a) A petitioner may appeal, to the Commission, the final
decision of a stale agency when reconsideration is denied pur-
suant to Section 1-807 [Appeal]. When the petitioner appeals
thedecisionofaslateagency. it shall only be based on the crite-
ria that the petition does not meet Ihe requirements of Section
1-806 [Criteria for Denying a Public Petition for Cause].
(b) Appeals to the Commission shall meet the same require-
ments of Section 1-807 [Appeal].
(c) Should the Commission determine that the appeal does
not meet Ihe requirements of Seclion 1-806 [Criteria for Deny-
ing a Public Petition for Cause], the Commission shall direct
the agency to accept and approve the petition.
Aulhorily: Healdi and Safety Code Sections 18931, 18945, and IS949.6flnd
Assembly Bill 40S2.. Chapter 12S9. Slalules of 1990.
Rcfertnce: Health and Safely Code Sections IS93I. IS945,and lS949.6and
Assembly Bill 4082, Chapter 12S9. Statutes^ of 1990
2007 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE
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HISTORY:
I. (BSC 2/93) Regular order by the Calilbmia Building Standards Com-
mission to adopt Seclion 1-SOS. Part \. Title 24, Calitbrnia Code ol"
Regulalion^. Approved by Office of Adminisilmlive Law on Januar\'
27, 1995; llledatthe Secretary of Stale on January 27, 1995; effective
30 days therealler^ which will be February 26, 1995. Publicalion dale
April 24. 1995.
1-809. SubstJIution of or supplementation by ageney proee-
dures.
(a) These regulations shall not apply when an agency noti-
fies the Commission that a petition process is mandated by spe-
cific statutes in addition to Government Code Section 1 1347. 1,
and/or that it has adopted its own regulations or procedures
complying with Government Code Section 1 1347,!, and that it
has notified the public of the existence of these statutes, regula-
tions or procedures. Notification to the Commission shall con-
sist of a written copy of such statutes, regulations or procedures
and a description of the methods used to make the public aware
of their existence. Upon such nofification, the Commission
shall exclude the agency from compliance with these regula-
tions. If the Commission receives a pefition pertaining to an
excluded agency's jurisdiction, the Commission shall forward
the pelifion without undertaking any of the duties contained in
Sections 1-803 [Emergency Clause] and 1-804 [Submittal]
directly to the agency and shall notify the pelifioner of that fact.
When an agency notifies the Commission of existing public
petition regulations or statutes, those public petition regula-
tions or processes must be at least as efiective as the pubhc peti-
tion regulations in Article 1-8.
(b) These regulations are not intended to be the sole means
by which the proposing agency or adopting agencies and the
interested public can raise, discuss and resolve issues pertain-
ing to building standards. Agency procedures such as public
participation meetings, advisory committees, written and ver-
bal correspondence between members of the public and agency
personnel, and other methods are considered alternatives that
may be chosen by a member of the public instead of or in
addition to the public petifion procedures described in these
regulations.
Aulhority: Health and Safety Code Secllon? 1H931 and 18949. fa. Assembly
Bill 40S2.. Chapter 12S9. Stalutes of 1990 and Government Code Seclion
11347.1.
Rpfcrcncc: Health and Safely Code Seclion? IS93I and 1 8949. fa. Assembly
Bill 4082, Chapter 1239, Slatules of 1990 and Government Code Section
1I347.L.
HISTORY:
I. (BSC 2/93) Regular order by the Calitbrnia Building Standards Com-
mission to adopt Seclion 1-S09. Part I, Title 24, Calitbrnia Code ol"
RegulaUons. Approved bv Office of AdminiElralive Law on January
27, 1995; Hied at the Secretary of Stale on January 27, 1995: effective
30 days thereafter, which will be Febmary 26,1995. Publication dale
April 24. 1995.
ARTICLE 1-9
CODE ADOPTION PROCESS
1-900- Definitions. The following definitions govern the inter-
pretation of this article:
(a) ""Challenge'' means a written public comment received
diuing a written comment period and directed at a proposed
change or a code advisory committee recommendation or the
procedures followed by the Commission in proposing or
adopting the action.
(b) ''Code advisory committee" means an advisory panel or
body appointed to advise the Commission with respect to
building standards.
(c) *'Code change" means a proposed change lo a building
standardasdefinedby Health and Safety Code Section 18909.
(d) "Code change submittal" means a proposed code change
and its justification submitted to the Commission by a propos-
ing agency.
(e) "Commission" means the California Building Standards
Commission.
(f) ''Executive Director" means the Executive Director of the
California Building Standards Commission.
(g) "Justification'' means an initial statement of reason and
the information needed to complete a notice of proposed
action, including a detennination as to the effect of the code
change on housing costs.
(h) "Proposing agency" means a state agency having author-
ity and responsibility to propose a building standard for adop-
tion by the Commission.
(i}"Special code advisory committee"means an ad hoc com-
mittee established by the Commission, when necessary, to
advise the Commission on a subject in the code needing exten-
sive revision or on a complex subject which needs to be regu-
lated or lo perform a review of a proposed code change thai
warrants special technical review,
(j) "Technical review" means a review of a proposed code
change and its justification conducted pursuant to Health and
Safety Code Section 18930 (c),{d),(e),(f) to ensure that a code
change is justified in terms of criteria of Health and Safety
Code Section 18930 (a), the nine-point criteria.
Aurhority: Health and Safely Code Sections IS929.I. lS949.6and 18931 (0^
Reference: Heallh and Safety Code SecUons IS927, 18929-18932, 18934,
IS935, 1S936, 1S949.1, 1S949.2, 1S949.3, 1S949.5 and IS949.6.
1-90L Procedure for code adoption process.
(aj Purpose. This article establishes basic minimum proce-
dural requirements for an annual code adoption cycle for pro-
posing agencies to ensure adequate public participation in the
development of building standards, to ensure adequate techni-
cal review and adequate time for technical review by code
advisory committees and to ensure adequate notice to the pub-
lic of compiled code change submittalsprior to adoption by the
Commission.
(b) Code change submittal-proposing agency. The Com-
mission shall notify a proposing agency of the deadline for
acceptance of code change submittals a minimum of 1 80 days
prior to the deadline. A proposing agency shall submit a code
change submittal for the Commission's adoption on or before
the deadline for acceptance specified in the notice.
{c) Prcnoticc technical review. Prior to conducting the
rulemaking proceeding required by the Administrative Proce-
dure Act. the Commission shall assign a code change submittal
received on or before the deadline to one or more code advisory
committees specifically knowledgeable in the building stan-
dard being proposed for change and schedule the submittal for
2007 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE
ADMINISTRATIVE REGULATIONS OF THE CALIFORNIA BUILDING STANDARDS COMMISSION
a noticed public hearing to ensure adequate opportunity for
public participation and technical review.
1. Code advisory committee reviews. A code advisory
commiitee shall conduct a public hearing to perform a
technical review of all code change submittals assigned
to it by the Commission. A code advisory committee
meeting shall be scheduled by the Commission and
shall be open to the public.
2. Code advisory committee meetings. The location and
date of a code advisory committee meeting shall be
noticed by the Commission in accordance with Govern-
ment Code Sections 11120 through 11132, ihe
Bagley-Keene Open Meeting Act.
3. Code advisory commiitee recommendations. A code
advisory committee shall make a recommendation on
each code change submittal. A recommendation shall
include a substantiating reason based on Health and
Safely Code Section 1S930. The recommendation shall
be one of the following:
A. Approve. Approval of a proposed code change as
submitted. The proposed code change is justified in
terms of criteria of Health and Safety Code Section
18930.
B. Disapprove. A proposed code change does not meet
one or more specified criteria of Health and Safety
Code Section 18930.
C\ Furtlier study required. A proposed code change
has merit but does not meet one or more specified
criteria of Health and Safety Code Section 18930.
The proposed code change requires further study by
the proposing agency. The proposing agency should
submit the proposed code change in the next code
adoption cycle after further study.
D. Approve as amended. Approval as modified by the
proposing agency director or written authorized rep-
resentative. Modificalions are justified in terms of
Health and Safety Code Section 18930. An amended
justification consistent wilh the approval as
amended recommendation shall be submitted to Ihe
Commission by the proposing agency within 10
working days of the dale of ihe committee's recom-
mendation. The failure to submit an amended justifi-
cation consisteniwith the approval recommendation
within that time is cause for disapproval.
E. Wiflidrawal. A proposed code change is out of the
code adoption cycle. Only the proposing agency
may withdraw a proposed code change.
4. Code advisory committee reports. After the deadline
for acceptance ofcode change submitlals and following
the code advisory commiitee meetings, the Commis-
sion shall prepare an itemized monograph, including
the code change submittals, the code advisory commit-
tee recommendations and the reasons for the recom-
mendations. This monograph of code change
submittals shall be made available to the public for
comment as the Commission's proposed rulemaking
action in accordance with Article 1-3 of this part.
(d) Public written comment period. Anyone wishing to
contest a recommendation of the code advisory committee(s)
and/or comment on a proposed code change in the monograph
may submit a challenge to Ihe Commission during the written
comment period established by the notice of proposed action.
Uponwritlenrequeslreceived.no later than 1 5 days prior to the
close of Ihe written comment period, a public hearing pursuant
to Government Code Section 11346.8 shall be held by Ihe
Commission on the proposed code changes, its justification
and code advisory recommendations at which time statements,
arguments, or comments, either oral or in writing, or both, shall
be permitted.
1. A challenge shall refer to a specific recommendation or
proposed code change and clearly indicate what is
being contested. The challenge shall specify the action
desired: approve.disapprove.retum for further study or
approve as amended, A challenge shall specify a con-
cise substantiating reason for the challenge.
2. Following the close of the comment period and/or pub-
lic hearing, the Commission shall make available to Ihe
public upon request a monograph of challenges
received at the Commission office by the close of Ihe
written comment period and/or comments received al
the public hearing.
3. The Commission shall consider the challenges con-
tained in the monograph.
4. No new issues will be raised before the Commission
that were not printed in Ihe monograph of challenges.
5. Items not challenged but afTec ted as a result of an action
on another item may also be considered al the
Commission meefing to eliminate confiict, duplication
or overlap.
6. Commission action. The Commission shall take one of
the following actions on each item. All amendments to
code change submittals as submitted require Ihe
approval of the proposing agency. Proposing agencies
may withdraw theircode change submittals at any time.
A. Challenges.
(l)The Commission approves a challenge. The
challenge includes a substantiating reason.
(2) The Commission disapproves a challenge. The
Commission explains a reason for disapproval.
B. Code advisory committee recommendations.
(1) The Commission approves a recommendation.
The recommendafion includes a substantiating
reason.
(2) The Commission disapproves a recommenda-
tion. The Commission explains a reason for dis-
approval.
C. Code change submittal.
(1) Approve. The Commission approves a pro-
posed code change as submitted. The change is
justified in termsofHealth and Safety Code Sec-
lion 18930.
2007 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE
ADMINISTRATIVE REGULATIONS OF THE CALIFORNIA BUILDING STANDARDS COMMISSION
(2) Disapprove. The Commission disapproves a
proposed code cliange as not jaslified in terms of
Health and Safely Code Section 1 8930.
(3) Further study required. The Commission
finds that a proposed code change has merit but
does not meet specified criteria of Health and
Safety Code Section 18930. The change
requires further study and justification by the
proposing agency. The proposed code change
may be submitted in the next code adoption
cycle with further study and justification.
(4) Approve as amended. The Commission
approves a proposed code change as modified
by the proposing agency director or written
authorized representative. No modification
shall be made that materially alters a require-
ment, right, responsibility, condition or pre-
scription in the text made available for comment
in accordance with Article 1-3 of this part. The
proposing agency shall justify the modification
pursuant to Health and Safety Code Section
18930 in an amended justificafion consistent
with the approval action submitted to the Com-
mission within 10 working days. Failure to sub-
mit the amended justification within that time is
cause for disapproval.
(5) WifhdrawaL The proposed code change is out
of the code adoption cycle. Only the proposing
agency may withdraw a proposed code change.
Aurhority : Flcallh and Safely Code Seclions I S929. 1 . 1 S949.6 and LK93 L(i;).
Reference: ICeallh and Safely Code Sections IS927. IS929 through 18932,
1S934, 1M935, 1M936, 1S949.L 1R949.2, 1R949.3, 1R949.5 and IS949.6.
1-902. Code advisory committcefs).
(a) Standing code advisory committees. The Commission
shall establish the following standing code advisory
committees.
1. Accessibility
2. Plumbing. Electrical. Mechanical and Energy
3. Building, Fire and Other Regulations
4. Structural Design/Lateral Forces
5. Health Facilities
(b) Special code advisory committee. The Commission
may establish one or more special code advisory committees
when it determines that a subject in the code needs to be exten-
sively revised orthata complex subject which needs to be regu-
lated is not covered or that the content of a proposed code
change warrants special technical review.
{c) Quorum. A majority ofthe members of the "code advi-
sory committee(s)" shall constitute a quorum for the transac-
tion of business. A majority of the members present shall
con.siitute a quorum for determining the outcome of a vole.
(d) Members. The code advisory committee(s) shall be lim-
ited to amaximumofnine members, appointed by the Commis-
sion for one triennial code adoption cycle (three years). The
appointments shall be made from organizations specifically
knowledgeable in the building standards being proposed.
Members shall be selected based on the following represen-
tations:
1. Accessibility. The Commission shall solicit nomina-
tions from:
A. Ex-OfTicio Memher{s)
(1) State Agency Represenlative(s)
B. Voting Member(s)
(1) Disability Access Advocate Knowledgeable in
Visually Impaired
(2) Disability Access Advocate Knowledgeable in
Hearing Impaired
(3) Disability Access Advocate Knowledgeable in
Mobility Impaired
(4) Disability Access Advocate Knowledgeable in
Environmental Health Network or Other
Cognitively Impaired
(5) Local Government Building Official
(6) Construction Industry
(7) Architect
(S) Fire Official
(9) Public Member
2. Plumbings, electrical mecbanical and energy. The
Commission shall solicit nominations from:
A. Ex-Officio Memher(s)
(1) State Agency Representative(s)
B. Voting Member^s)
(1) Local Government Building Official
(2) Environmental/Energy Organization
(3) Construction Industry
(4) Architect
(5) Fire Official
(6) Public Member
(7) Energy Consultant
(8) Mechanical Engineer
(9) Electrical Engineer
3. Buildings, fire and other. The Commission shall solicit
nominations from:
A. Ex -Officio Memher{s)
(1) State Agency Represenlative(s)
B. Voting Member(s)
( 1 ) Local Government Building Official
(2) Registered Fire Protection Engineer
(3) Construction Industry
(4) Architect
(5) Commercial Building Industry
(6) Fire Official
(7) Disability Access Advocate
10
2007 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE
ADMINISTRATIVE REGULATIONS OF THE CALIFORNIA BUILDING STANDARDS COMMISSION
4. Structural design/lateral forces. The Commission
shall solicit nominations from:
A. Ex -Officio Member! s)
{!) State Agency Representative
B, Voting Member(s)
(1) Two (2) Structural Engineers
(2) Architect
(3) General Contractor
(4) Local Government Building Official
5. Health facilities. The Commission shall solicit nomi-
nations from:
A. Ex-Officio Member(s)
(1) State Agency Repre sen !ative(s)
B. Voting Member(s)
(1) Acute Care Hospital Representative
(2) Skilled Nursing Facility Representative
(3) Architect
(4) General Contractor
(5) Mechanical Engineer
(6) Electrical Engineer
(7) Fire Protection Engineer
(8) Local Government Building Official
(9) PrimaryCare or Specialty Clinic Representative
Aulhority: f tcallh and Safely Code Seclious IR929.I, lS9^9.6and IS93l(iy
Reference: Heallh and Safely Code Sections IE937, 18929.1, IS931 (f),
1S934. lS936and IS949.6.
HISTORY:
I. (BSC 2/92) Regular order by the California Building Standards Com-
mission 10 adopt Seclion 1-901, Pari \. Title 24, Califorina Code of
Regulalions. Filed with ihejjccretary of state February 10^ 1994; effec-
tive March 12. 1994. Approved by ihe Office of Administrative Law on
February 10. 1994.
2007 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE 11
ADMINISTRATIVE REGULATIONS OF THE CALIFORNIA BUJLDING STANDARDS COMMISSION
APPENDIX
ARTICLE 1-7
STATE BUILDING STANDARDS COMMISSION,
COORDINATING COUNCIL AND
ADVISORY PANELS
1-70L Conflict ol' inlcrcst code appendix.
Designated Employees
Secretary, Slate and Consumer Services Agency
Designated Chair
Commissioners
Executive Director
Disclosure Category
All designated employees shall report all investments and
sources of income and all interest in real property.
Aulbority: FIcalth and Safely Code Scclion IK93I and Go vemnieni Code Sec-
tion HlOobel^eq.
Reference: I Leallh and Safety Code Secllon 1S93] and Go vemmeni Code Sec-
tion SlOOOelseq.
12 2007 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE
ADMINISTRATIVE REGULATIONS FOR THE
DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT {HCD-2)
CHAPTER 2
[RESERVED]
ADMINISTRATIVE REGULATIONS FOR THE
OFFICE OF THE STATE FIRE MARSHAL (SFM)
CHAPTER 3
[RESERVED]
2007 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE 13
14 2007 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE
CHAPTER 4
ADMINISTRATIVE REGULATIONS FOR THE DIVISION OF THE
STATE ARCHITECT-STRUCTURAL SAFETY (DSA/SS)
ARTICLE 1
ESSENTIAL SERVICES BUILDINGS
4-201. Purpose, Essential services buildings constructed pur-
suant to these rules and regulations shall be designed and con-
structed to resist gravity forces, to minimize fire hazards and to
resist, insofar as practical, the forces generated by winds and
major earthquakes of the intensity and severity of the strongest
anticipated at the building site without catastrophic collapse,
but may experience some repairable architectural or structural
damage. An essential services building as designed and con-
structed shall be capable of providing essential services to the
public after a disaster In addition, the equipment and other
accessories which are necessary for the continued functioning
of the essential services operation shall be anchored and braced
to resist earthquake forces.
Aulhority: lleadh and Safely Code Seclion I<i022.
Reference: Fleallh and Safely Code Section 16001.
4-202. Scope. These regulations apply to the administrative
procedures concerning the construction, reconstruction, alter-
ation of or addition to any essential services building under ihe
jurisdiction of a city, city and county, county (including special
fire districts) or the State of California.
When the enforcement agency is the Division of the State
Architect (DSA) all parts of the CtiUforuki Building Staiuiartls
Cade^ as contained in Title 24 of the California Code of Regu-
lations and adopted by that agency designate the building regu-
lations which shall apply to an essential services building. The
term ''essential services building" shall include all buildings,
structures, appurtenances and related systems or facilities as
defined in Section 4-207.
These rules and regulations establish reasonable standards
and minimum requirements for the design and construction of
an essential services building. An essential services building
shall also bedesigned and constructed to conform to Ihe regula-
tions adopted by the California State Fire Marshal in Title 24,
CCR, for the particular occupancy concerned.
When the enforcement agency is a local agency, the locally
adopted editions of the model codes and the administrative reg-
ulations contained in Part I (Sections 4-201 through 4-222 and
4-243 through 4-249) Title 24, California Code of Regulations
(CCR) designate the building regulations which shall apply to
an essential services building. The tenn "essential services
building'' shall include all buildings, structures, appurtenances
and related systems or facilities as defined in Section 4-207.
If the building standards and regulations adopted by the city.
city and county or county agency responsible for building
safety are more restrictive than those adopted in the applicable
sections of Title 24, CCR. then the local building standards and
regulations shall govern within its jurisdiction.
Aulbority: t[ea]th and Safely Code Section Ib022.
Reference: flealth and Safety Code Section 16001.
4-203- Interprets lion. No regulation shall be construed to
deprive the enforcing agency of its right to exercise the powers
conferred upon it by law or limit the enforcing agency in such
enforcement as is necessary to secure the safety of construction
as required in the Essential Services Seismic Safety Act (see
*'Acl." Section 4-207.
Aulhority: lleallh and Safely Code Seclion 16022.
Reference: Health and Safety Code Section 16001.
4-204. Delegation of authority. Any powers, duties and
responsibilities pursuant to carrying out the provisions of the
Essential Services Buildings Seismic Safety Act for the State
Architect may be delegated by the State Architect to the Chief
StriLctural Engineer, Division of the State Architect, siLbject to
the direction of the State Architect.
Those powers, duties and responsibilities so delegated may
include the observation of the implementation and administra-
tion of the Act. the adoption in consultation with local jurisdic-
tions of the regulations necessary for carrying out the
provisions of the Act. providing advice and assistance to local
jurisdictions in matters concerning the Act or these regulations
and acting as an appeals agency relative to the administration
of the Act.
Aulhority: [[eadh and Safely Code Seclion 16022.
Reference: Health and Safely Code Seclion 16022.
4-20^. Application of building standards. Building stan-
dards are set forth in Parts 2, 3. 4, 5. 6, 7 and 12 of Title 24,
CCR. and have been adopted as a basis for the approval of plans
and specifications. These regulations shall not be construed to
prevent the use of higher design standards nor to restrict the use
of new or innovative design or construction techniques.
Where the designer desires to use innovative design or con-
struction techniques not addressed in these regulations, it shall
be necessary to submit for review and approval information
including computations, test data and recommendations cover-
ing the design in question. The Division of the State Architect
or local enforcementagencymustbe satisfied that the degree of
safety achieved is equivalent to that achieved by the standards
contained in Title 24. CCR. The enforcement agency review
and approval of the innovative design or construction tech-
niques shall precede the submission of plans and specifications
utilizing these techniques.
Aulhority: lleallh and Safely Code Seclion 16022.
Reference: Heallh and Safely Code Seclion 16001.
4-206. Approval of new essential services buildings. Plans
and specifications shall be submitted to the appropriate
enforcement agency for every new owned or leased essential
services building before the plans are adopted by the governing
board, authority, owner, corporation or other agency proposing
to construct any essential services building.
Before any agency may convert an existing building into an
essential services building, that agency shall submit plans and
2007 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE
15
ADMINISTRATIVE REGULATIONS FOR THE DIVISION OF THE STATE ARCHITECT-STRUCTURAL SAFETY (DSA/SS)
specifications for the alteration of the building to the appropri-
ate enforcement agency for approval. The plans shall provide
for the alterations necessary for compliance with the require-
ments of these rules and regulations.
Aultaorily: Health and Safely Code SeclJan 16022.
Reference: ffealth and Safety Code Section 1601 1.
4-207- Definitions. The words defined in this section shall
have the meaning stated therein throughout the rules and regu-
lations contained in Part I (Administrative), Title 24, CCR.
ACT shall mean the Essential Services Buildings Seismic
Safety Act of 1986, Sections 16000-16023, inclusive, of the
Health and Safety Code.
ADDITION shall mean an increase in fioor area or volume of
enclosed space which is physically attached to an existing
building by connections which are required for transmitting
vertical or horizontal loads between ihe addition and the enisl-
ing structure. The area exemption in Section 16010 oflhe Act
does notapply to additions to essential services buildings when
the total area of the existing building and the addition exceeds
2000 square feet. An ""addition*' which is not required to be
physically attached either for its own support or for support of
the existing building shall be separated as required by Part 2.
Title 24, CCR. and shall be deemed to be the construction of a
new essential services building.
ALTERATION shall mean changes within an existing build-
ing as defined in Part 2, Title 24, CCR. Alterations to existing
essential services buildings shall confonn to the requirements
of Title 24. CCR. Major alterations will be permitted, provided
the entire essential services building as modified, including the
structural alterations or additions, confonn to the requirements
of Title 24, CCR, if the area of the existing building, including
additions, exceeds 2,000 square feet.
APPROVED PLANS AND SPECIFICATIONS shall mean
plans, specifications, addenda and change orders which have
been duly approved by the appropriate enforcement agency
pursuant to Sections 16013 and 16016 oflhe Health and Safety
Code and which are identified by a stamp bearing the name of
the enforcement agency, the identification number, the date and
the signature of the qualified reviewer as required in Section
16011 of the act.
COMPLYING BUILDING shall mean a building which has
been constructed or reconstructed in accordance with these
rules and regulations.
DIVISION OF THE STATE ARCHITECT, or DIVISION
or the initials DS A shall mean the Division of the State Archi-
tecl in the Department of General Services, State of California.
ENFORCEMENT AGENCY shall mean the Division of the
State Architect for state-owned or state-leased buildings and
shall mean the enforcement agency of any city, county or city
and county having jurisdiction over locally owned or locally
ieased essential services facilities.
ESSENTIAL SERVICES BUILDING means any building,
or any building a portion of which is used or designed to be
used as a fire station, police station, emergency operations cen-
ter. California Highway Patrol office, sheriffs office or emer-
gency communication dispatch center
EQUIPMENT shall mean all new or replacement equipment
installedinany new or existing owned or leased building which
is required for the functioning of the essential services opera-
tion. The installation of such equipment shall meet the support,
bracing and anchorage requirements of Title 24. CCR. The area
exemption in Section 16010 of the Act does not apply to the
anchorage or bracing of equipment necessary to the operation
of the essential services function.
FIRE STATION shall mean any building that contains the
operational facilities, fire suppression, alarm and communica-
tions equipment necessary to respond to fire emergencies.
MAINTENANCE shall mean and include ordinary upkeep or
repair work such as replacement in kind, repainting, replaster-
ing and reroofing.
NEW ESSENTIALSERVICES BUILDING shall mean any
newly erected essential services building or any existing build-
ing converted to essenfial services use subsequent to the effec-
tive date of the act regardless of whether the building is owned
or leased by the public agency. Existing buildings housing
essential services facilities owned or leased by the state, a city,
acityandcounty or a county prior to the effecfive date of the act
are exempt from these regulations except for the installation of
new or replacement equipment. When a portion of a building is
to be utilized for an essential services operation, the area souti-
Hzed and the utilities systems and components servicing the
area shall be constructed according to these rules and regula-
tions and shall be separated or protected from damage due to
failures of other portions of the structure to the extent deter-
mined by the enforcement agency to insure continued func-
tioning after an earthquake or other disaster. Ancillary
buildings and facilities related to the essential services building
function may be exempt from these regulations if the enforce-
ment agency determines that such buildings and facilities are
not necessary to the functioning of the essential services opera-
tion after an earthquake or other disaster.
NONSTRUCTURAL ALTERATIONS shall mean only
such alterations which do not affect the safety of the essenfial
services building and do not change, in any manner, its struc-
tural elements.
OWNER for the purposes of these regulations shall mean the
public agency responsible for the essential services functions
perfonned under its authority within an essential services
building. The owner is responsible for applying for and
obtaining the approvals and certifications required by these
regulations.
PLANS as used in these regulations shall mean the drawings
associated with the project such as, but not limited to, vicinity
maps, site plans, foundation plans, floor plans, ceiling plans,
roof plans, cross-secfions, interior elevations, exterior eleva-
tions and details which are used in conjunction with the project
specifications and which are necessary to accomplish con-
struction in conformance with the requirements of the act.
POLICE STATION shall mean any building that contains the
operational facilities and the alarm and communications equip-
ment necessary to respond to police emergencies. This defini-
tion shall include the offices of local police departments,
county sheriffs, Califomia Highway Patrol and all offices nec-
16
2007 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE
ADMINISTRATIVE REGULATIONS FOR THE DIVISION OF THE STATE ARCHITECT-STRUCTURAL SAFETY (DSA/SS)
essary lo Ihe functioning of the essential services operation
after an earthquake or other disaster.
PROJECT INSPECTOR shall mean any individual duly
approved by the enforcement agency as the on-site inspector
for a particular project. The project inspector shall be
employedandpaidbytheowner and f^hall act under the general
direction of the architect or registered engineer in general
responsible charge of the project and under the supervision of
the enforcement agency. The project inspector shall be
responsible for inspecting all work included in the construction
contract, except for work that must be inspected by an
approved special inspector. (See Section 4-211 (c) for special
inspection.)
RECONSTRUCTION is the repair of damage to an existing
complying essential services building or an alteration of an
existing noncomplying building to bring it into confonnance
with the safety standards established by these regulations for
essential services buildings.
REGISTERED ENGINEER as used in these regulations
shall mean a structural engineer, civil engineer, mechanical
engineer or electrical engineer holding a valid certificate under
Chapter 7, Division 3, of the California Busitiess and Profes-
sions Code.
SPECIFICATIONS as used in these regulations shall mean
the written document which is used in conjunction with Ihe
project plans to establish the job conditions, the quality and
quantity of construction materials used in the project and the
quality of workmanship required to accomplish the construc-
tion in conformance with the provisions of the act.
Aulborir^: HeaElh and Safety Code Seclian 16022.
Rertrtncc: I leallh and Safely Code ScclLonE 16003. 1601 IJ 60 1 8 and 16019.
4-208. ApplicRtion for approval of drawings and specifica-
tions.
(a) Before adopting plans and specifications, the agency
responsible for the essential services function shall submit an
application to the appropriate enforcing agency for written
approval of said plans and specifications except where the new
constructionisaTypeVorTypell-N one-story structure which
contains 2000 square feetor less of floor area and is not located
in a special studies zone as defined in Section 2622 of the Pub-
lic Resources Code.
(b) An architect, structural engineer or civil engineer may
actastheagentfor the essential services agency when filing the
application for approval of plans and specifications.
Aulhority: lleadh and Safely Code Seclion 16022.
Reference: Hcallh and Safely Code Section;; 16010, 1601 I and 16015.
4-209. Designation of responsibilities.
(a) General responsible cliarge. For every essential ser-
vices building project there shall be an architect, structural
engineer or civil engineer in general responsible charge of
plans, specifications and observation of construction, except
that plans, specifications and observation of construction may
be under the responsible charge of a registered mechanical or
electrical engineer for work involving only those respective
branches of engineering. A project may be divided into parts,
provided that each part is clearly defined by a building or simi-
lar distinct unit. The part, so defined, shall include ail portions
and utility systems or facilities necessary to the complete
functioning of that part. Separate assignments of general
responsible charge may be made for the parts.
(b) Delegation of responsibility. The architect, structural
engineer or civil engineer in general responsible charge may
delegate responsibility for any portion of the work lo, or may
employ, or retain other architects, structural engineers or civil
engineers. Registered mechanical and electrical engineers may
be delegated responsibility for the mechanical and electrical
porfions of the work, respectively.
(c) Evidence of responsibility. The stamp and signature of
the architect or registered engineer on a plan, specification or
other document shall be deemed evidence that full responsibil-
ity is assumed by the signator for the work shown thereon,
including also those portions of the accompanying computa-
tions, specifications or plans which pertain to such work.
(d) Alternates. The applicant, or the architect or registered
engineer having general or delegated responsibility, may name
one or more persons to act as altemate(s) for the design and/or
observations of the work of construction, provided such per-
sons are architects or registered engineers who themselves are
qualified under these regulations to assume the responsibility
assigned.
Auchority: lleallh and Safely Code Seclion 16022.
Reference: Health and Safety Code Sections 16011, 16012 and 16015.
4-210. Plans^specilications^ computations and other data.
(a) General. When an application is filed, it shall be accom-
panied by the required numberof complete sets of the plans and
specifications, the complete structural design calculations, site
data and a fee as established by the enforcement agency.
(b) Plans. Plans shall show the use or occupancy of all parts
of the essential services buildings and shall give such other
information as may be required to indicate the nature of the
work proposed and to show compliance with the act and these
regulations. The drawings shall be legible and sufficiently
detailed and cross-referenced to show clearly the pertinent fea-
tiu^es of the construction, and shall have sufficient dimensions
to be readily interpreted. Where a project includes several
buildings, the plans for each shall be drawn independently
exceptihatdetails common to all need not be repeated. Submit-
ted plans and specifications, which are obviously incomplete
or incorrect, shall be returned to the architect or registered
engineer in general responsible charge with a request for com-
pliance with these regulations before checking is begun or
resumed by the enforcement agency.
(c) Specifications. Specifications shall completely set forth
the requirements for the various types of materials that will
enter into the pennanent construction and shall describe the
methods not covered in the technical regulafions which are to
be used to obtain the required quality of the work shown on the
plans and described in the specifications.
(d) Design computations. Computafions. stress diagrams
and other pertinent data shall accompany the plans and specifi-
cations and shall be sufficiently complete so that calculations
for individual structural members can be readily interpreted.
The computations shall be prefaced by a statement clearly and
concisely outlining the basis for the structural design and indi-
2007 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE
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ADMINISTRATIVE REGULATIONS FOR THE DIVISION OF THE STATE ARCHITECT-STRUCTURAL SAFETY (DSA/SS)
eating the manner in which the proposed essential services
building will resist vertical loads and horizontal forces. The
computations shall be sufficiently complete to establish that
the structure will resist the loads and forces prescribed in Part 2.
Title 24, CCR. Assumed safe bearing pressures on soils and
specified strengths of concrete shall be given in the
computations and noted on the plans. Where unusual condi-
tions occur, such additional data as are pertinent to the work
shall be submitted.
(e) Site data. Site data for all essential services buildings
covered by these regulations shall include a soil investigation
report providing information on subsurface site work and labo-
ratory testing, an evaluation of site soil conditions, a recom-
mendation for the type of foundation to be used and an
allowable design value for the soil bearing capacity. For all
essential services building sites not exempted from the provi-
sions of the act. a geologic and earthquake hazard report
including an evaluation of both known and potentially active
local and regional fault systems, slope stability, liquefaction
potential and other hazards shall be prepared by competent per-
sons and submitted with the application, plans and specifica-
tions. All or parts of the geologic and earthquake hazard
investigation and report may be waived by the enforcement
agency when in the judgment of the enforcement agency those
requirements are unnecessary and would not be beneficial to
public safety.
(f) Signatures required. All plans and specifications sub-
mitted for approval shall bear ihe stamp and signature of the
architect or professional engineer in general responsible
charge of design. When responsibility for a portion of the work
has been delegated, the plans and specifications covering that
portion of design shall also bear the stamp and signature of the
responsible registered engineer or architect.
Auibarit>: H£s]\h and Safety Code Section 16022.
Reference: KeallhandSafetyCode Sections 16009, 1601 1. 16012. 1 ^01 3 and
16014,
4-211. Observation and inspection of construction.
(a) Observation by architect or registered engineer The
Act provides that the observation of the work of construction,
reconstruction, alteration or addition shall be under the general
responsible charge of an architect, structural engineer, civil
engineer or. under certain conditions, a registered mechanical
or electrical engineer for work involving only those respective
branches of engineering. A geotechnical engineer shall provide
the observation for placement of fills and shall submit a veri-
fied report attesting to the comphance of the engineered fill
(b) Inspection by project inspector. The owner must pro-
vide for and require competent, adequate and continuous
inspection of all construction work by a project inspector
approved for each individual project by the enforcement
agency. The project inspector so approved shall cooperate with
the architect or registered engineer in general responsible
charge of the observation of the work of construction to ensure
compliance with the approved drawings and specifications.
The project inspector shall request interpretations and clarifi-
cations of the approved contract drawings and specifications
when necessary from the responsible architect or registered
engineer.
For every project there shall be a project inspector who shall
have personal knowledge as defined in Section 16021 of the
Health and Safety Code of all work done on the project or its
parts. On large projects adequate inspection may require the
employment of one or more approved assistant inspectors. The
employment of special inspectors or assistant inspectors shall
not be construed as relieving the project inspector of his/her
duties and responsibilities under Sections 4-214 and 4-219 of
these regulations. The project inspector shall, under the direc-
tion of the architect or engineer, be responsible for monitoring
the work of the special inspectors and testing laboratories to
ensure that the special inspection and testing program is satis-
factorily completed.
No work shall be carried out e.\cept under the inspection of
the project inspector approved by the enforcement agency. The
project inspector shall have had at least three years equivalent
experience in construction work of a type similar to that for
which he/she is proposed as inspector, shall have a thorough
knowledge of building materials, and shall be able to read and
interpret plans and specifications.
The cost of project inspection shall be paid for by the owner
(see "Project Inspector" definition in Section 4-207).
(c) Special inspeclion. Special inspection by inspectors spe-
cially approved by the enforcement agency may be required for
masonry construction, glued laminated lumber fabrication,
wood framing using timber connectors, concrete batching,
shotcrete. prestressed concrete, structural steel fabrication,
high-strength steel bolt installations, welding, pile driving,
electrical work or mechanical work. The cost of all special
inspectors required by this section shall be paid for by the
owner.
The project inspector may perform special inspecfions if the
project inspector has been specially approved for such pur-
poses and has the time available to complete the special inspec-
tions in addition to project inspection work.
Thedetailedinspectionof all work covered by this section is
the responsibility of the project inspector when special inspec-
tion is not provided. The enforcement agency may require spe-
cial inspection for shop fabrication procedures that preclude
the complete inspection of the work after assembly. The
enforcement agency may require special inspection at the site
in addition to those listed above if found necessary because of
the special use of material or methods of construction.
Approved special inspectors shall submit verified reports as
required by Section 4-214, for the special work covered. Spe-
cial inspectors shall periodically submit reports of inspections
to the enforcement agency, the architect, the registered engi-
neer responsible for the observafion of structural work and the
project inspector. Construction work that the special inspector
finds not to be in compliance with Iheapproved plans and spec-
ifications, and which is not immediately corrected upon notify-
ing the contractor, shall be reported immediately to the project
inspector, the enforcement agency, the architect and the regis-
tered engineer responsible for observation of the structural
work.
AuJliority: jj^allh and Safely Code Seclions 16017 and 16022.
Reference: Healttiand Safely Code Seclions 16015. 16017, 16020 and 16021.
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2007 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE
ADMINISTRATIVE REGULATIONS FOR THE DIVISION OF THE STATE ARCHITECT-STRUCTURAL SAFETY (DSA/SS)
4-'212. Supervision of construction by the enforcement
agency. During the construction, reconstruction, repair, alter-
ation of or addition to any essential services building, the
enforcement agency as provided in the Act, shall make such
site visits and observations as in its judgment is necessary or
proper for enforcement of the Act and the protection of the
safety of the occupants of the building and the public. If at any
time as the work progresses it is found that modifications or
changes are necessary to achieve compliance with building
standards, the enforcement agency shall direct the architect or
registered engineer in general responsible charge to prepare
and submit documents covering such modifications or changes
for the review and approval of the enforcement agency.
Aulhority: llealEh and Saleiy Code Scclion \t3022.
RcFcrcnct: FIcallh and Safely Code Sections 16001. 16009 and 16020.
4-213, Tests,
(a) General, Tests of materials are required as set forth in the
approved plans and specifications and in Part 2. Title 24, CCR.
Where job conditions warrant, the architect or registered engi-
neer may waive certain tests with the approval of the enforce-
ment agency. A list of all required tests of materials and of all
required special inspections shall be prepared and submitted by
the architect, structural engineer, or civil engineer in general
responsible charge ofthe project at the time the plans and speci-
fications are stamped for identification by the enforcement
agency.
(b) Test sampling. Test samples or specimens of material for
testing maybe taken by the architect or registered engineer, the
architect's or engineer's representative, the project inspector or
a representative of the testing agency. In no case shall the
contractor, his employee or a vendor select the samples or
specimens.
(c) Test reports. One copy of all test reports shall be for-
warded by the testing agency to the enforcement agency, the
architect, the registered engineer responsible for observation
ofthe structural work and the project inspector. Such reports
shall include all tests made, regardless of whether such tests
indicate that the material is satisfactory or unsatisfactory.
Records of special sampling operations shall also be reported.
The reports shall show that the material or materials were sam-
pled and tested in accordance with the requirements of these
regulations and with the approved plans and specifications. In
the case of masonry or concrete, test reports shall show the
specified design strength. Test reports shall also state whether
or not the material or materials tested comply with the require-
ments ofthe approved plans and specifications.
(d) Verification of test reports. Each testing agency shall
submit to the enforcement agency a verified report, covering
all tests and inspections which were required to be performed
as of the date that work on the project is suspended or the ser-
vices ofthe testing laboratory are terminated, and at the com-
pletion of the project, covering all of required tests and
inspections. The verified report shall be signed, under penalty
of perjury, by the professional engineer charged with engineer-
ing managerial responsibility for the laboratory. The verified
report shall indicate that all lests and inspections were made as
required by the approved plans and specifications, and shall list
any noncompliant tests or inspections that have not been
resolved by the date ofthe verified report. In the event that not
all required tests or inspections were made by the laboratory
making this verified report, those tests and inspections not
made shall be listed on the verified report.
Aulhority: lleallj] and Safely Code Seclion 16022.
Reference: Heallh and Safely Code Sections 16009, 16020 and I&02I.
4-214. Verified reports. Sections 16020 and 16021 ofthe Act
require that from time to lime as the work of construction pro-
gresses, the architect or registered engineer in charge of obser-
vation of the work, each architect or registered engineer
delegated responsibility for observation of a portion of the
work, the project inspector, approved special inspectors and
the contractor shall each make and sign under penalty of per-
jury, a duly verified report to the enforcement agency upon a
prescribed form or forms, showing that of his or her own per-
sonal knowledge the work during the period covered by the
report has been performed and materials have been used and
installed in every material respect in compliance with the duly
approved plans and specifications, and setting forth such
detailed statement of fact as shall be required.
The term "personal knowledge"" as applied to an architect or
registered engineer means the personal knowledge that is
obtained from periodic visits of reasonable frequency to the
project site for the purpose of general observation ofthe work,
and that is obtained from the reporting of others on the progress
ofthe work, testing of materials, inspection and superinten-
dence of the work. The exercise of reasonable diligence to
obtain the facts is required.
The term "personal knowledge" as applied to an inspector
means the actual personal knowledge that is obtained from the
inspector's personal continuous inspection ofthe work in all
stages of its progress. For work perfonned away from the site,
the project inspector may obtain personal knowledge from the
reporting oftesting or special inspection of materials and work-
manship for compliance with approved plans, specifications
and applicable standards. The exercise of reasonable diligence
to obtain the facts is required.
The term ^'personal knowledge" as applied to the contractor
means the personal knowledge gained from constructing the
building. The exercise of reasonable diligence to obtain the
facts is required.
See Article 2, Section 4-240 and Article 3, Section 4-249 for
the reporting requirements to state and local enforcement agen-
cies, respectively.
Authority: Ikallh and Safely Code Seclions 16020. 1602] and 16022.
Reference: Heallh and Safely Code Section;; 16020 and I(i02l.
4-215. Clianges in the approved drawings and specifica-
tions.
(a) General. All work shall be executed in accordance with
the approved plans and specifications except where documents
authorizing changes have been submitted by the responsible
architect or registered engineer to the enforcement agency for
review and approval. These documents shall describe the
authorized changes, show the increase or decrease in the con-
tract cost involved and shall contain the signatures of the
responsible architect or registered engineer and the owner and
shall bear the approval stamp of the enforcement agency.
2007 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE
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ADMINISTRATIVE REGULATIONS FOR THE DIVISION OF THE STATE ARCHITECT-STRUCTURAL SAFETY (DSA/SS)
Aulhority: lleadh and Safely Code Seclion l<3022.
Reference: Heallh and Safety Code Seclions 16011, 16013 and 16015.
4-216- Final certification of complianco. The certification of
compliance for the essential services building shall be issued
by the enforcement agency when the project has been com-
pleted in accordance with the requirements as to safety of
design and construction with Sections 16000-16023 of the
Health and Safety Code (Essential Services Buildings Seismic
Safety Acl) and withthe requirements of these regulations. The
certification of compliance will be evidenced by a letter or a
certificate of occupancy each of which shall contain a state-
ment that the building design and review and the work of con-
struction have been completed in accordance with the
requirements of Sections 1 6000 through 1 6023 of ihe Health
and Safety Code and of Part l,Title24.CCR. The certificate of
compliance will be directed to the owner of the essential
services building.
Local enforcement agencies shall forward one copy of Ihe
certification of compliance to the DSA Headquarters Office in
Sacramento.
Aurhorlty: lleallh and Safely Code Seclion 16022.
Referenee: Heallh and Safely Code Seclions 16009 and 16022.
4-217. Duties of the architect and registered engineers.
(a) General. The architect orregistered engineer is responsi-
ble to the owner and to the enforcement agency to see that the
completed work conforms in every material respect lo these
regulations and the approved plans and specifications. The
architect or registered engineer may, if so authorized, act as
agent for the owner in completing and submitting the applica-
tion to the enforcement agency.
The architect or registered engineer, in no way, is relieved of
any responsibility by the activities of the enforcement agency
in the performance of its duties.
(b) General responsible charge. The architecl or registered
engineer in general responsible charge shall advise the owner
in regard to filing of the application for approval of plans, the
selection of a project inspector and the selection of a testing
laboratory. The architect or registered engineer shall prepare
the plans, specifications, design computafions and other data
and shall prepare documents authorizing changes in the
approved drawings and specifications when so directed by the
owneroras required by conditions on the project. The architect
or registered engineer shall make, or cause to be made, the cor-
rections required on the various documents to comply with the
requirements of these regulations and shall provide Ihe project
inspector and testing agency with a complete set of stamped
plans, specifications and documents authorizing changes.
The enforcement agency directs all technical correspon-
dence to the architect or registered engineer in general respon-
sible charge of the project.
(c) Verified reports. All architects and registered engineers
having responsibility for observation of the work of construc-
tion shall maintain such personal contact with the project as is
necessary to assure themselves ofcompliance in every material
respect with the approved plans and specifications and shall
submit verified reports to the enforcement agency as required
in Section 4-214. The architecl or registered engineer in gen-
eral responsible charge shall be responsible for the timely
submittal of the required verified reports from Ihe project
inspector, Ihe contractor and any other architects or engineers
who have been delegated responsibility for observation of Ihe
work.
(d) Testing program. The architect or registered engineer in
general responsible charge shall establish the extent of ihe test-
ing of materials consisteni with the needs of the particular pro-
ject and shall issue specific instructions lo the testing agency.
The architecl or registered engineer shall also notify the
enforcement agency as to the disposition of materials noted on
laboratory reports as nol conforming to the approved plans and
specifications.
Authority: Health and Safely Code Seclian 16022.
Reference: flenllhnnd Safely Code Sections 16015 and 16020.
4-218. duties of the mechanical and electrical engineers.
The architect, struclural engineer or civil engineer in general
responsible charge retains overall responsibility for the
mechanical and electrical poriions of the work when Ihe design
responsibility for that work has been delegated and ihe plans
have been prepared by registered mechanical and electrical
engineers.
Where plans, specifications and estimates for alterations or
repairs only involve mechanical or electrical work, said plans,
specifications and estimates may be prepared and ihe work of
construction observed by a registered mechanical or electrical
engineer, respectively, who shall be in general responsible
charge.
The mechanical or electrical engineer shall fulfill the duties
outlined in Section 4-217 when assuming general responsible
charge and shall submit verified reports as required in Section
4-214. When accepfing delegated responsibility, the mechani-
cal or electrical engineer shall comply with the requirements of
Sections 4-209 and 4-2 10 insofar as these may relate to the del-
egated work.
.\ulhorily: Ikallh and Safely Code Seclion \b022.
Referenee: Health and Safety Code Seclion 16015.
4-219. Duties of the project inspector.
(a) General. The projeci inspector shall act under the gen-
eral direcfion of ihe architecl or registered engineer and under
the supervision of Ihe enforcement agency.
(b) Duties. The general duties of the project inspector in ful-
filling project inspection responsibilities are as follows:
1. Continuous inspection requirements. The project
inspector must have actual personal knowledge
obtained by personal and continuous inspection of Ihe
work of construction in all stages of its progress that Ihe
requirements of the approved plans and specifications
are being executed.
Continuous inspection means complete inspecfion of
every part of the work. Work, such as concrete work or
masonry work which can be inspected only as it is
placed, shall requiretheconstantpresence of the project
inspector Other lypes of work which can be completely
inspected after the work is installed may be carried on
while the project inspector is not present. In any case,
the projeci inspector must personally inspect every part
of the work. In no case shall the project inspector have
20
2007 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE
ADMINISTflAT[VE REGULATIONS FOR THE DIVISION OF THE STATE ARCHITECT-STRUCTURAL SAFETY (DSA/SS)
or assume any duties which will prevent him or her
from providing continuous inspection.
Tiie project inspector may obtain personal knowl-
edge of the work of construction, either on-site or
off-site, from the inspections performed by special
inspectors or approved assistant inspectors and from
the reporting of others on testing and inspection of
materials and workmanship for compliance with the
plans, specifications and applicable standards. The
exerciseof reasonable diligenceto obtain the facts shall
be required.
2. Relations with fhc arcliitect or engineer. The project
inspector shall work under the general direction of the
architect or registered engineer. Any uncertainties in
the inspector's comprehension of the plans and specifi-
cations shall be reported promptly to the architect or
registered engineer for his/her interpretation and
instructions. In no case shall the instructions of the
architect or registered engineer be construed to cause
work to be done which is not in conformity with the
approved plans, specifications and dociunents autho-
rizing changes.
3. Job file. The project inspector shall keep a file of
approved plans and specifications (including all
approved documents authorizing changes) on the job at
all times.
4. Construction procedure records. The project inspec-
tor shall keep a record of certain construction proce-
dures including, but not limited to the following:
A. Concrete pouring operations. The records show the
time and date of placing concrete and the time and
date of removal of forms in each portion of the
structure.
B. Welding operations. The record shall include identi-
fication marks of welders, lists of defective welds,
manner of correction of defects, etc.
C- Penetration under the last ten (10) blows for each
pile when piles are driven for foundations. All such
records of construction procedures shall be kept on
the job until the completion of the work. These
records shall be made a part of the permanent
records of the owner.
5. Deviflfions. The project inspector shall notify the con-
tractor, in writing, of any deviations from the approved
plans and specifications which are not immediately cor-
rected by the contractor when brought to the contrac-
tor's attention. Copies of such notice shall be forwarded
immediately to the architect or registered engineer and
to the enforcement agency.
Failure on the pan of the project inspector to notify
the contractor of deviations from the approved plans
and specifications shall in no way relieve the contractor
of any responsibility to complete the work covered by
his or her contract in accordance with the approved
plans and specifications and all laws and regulations.
6. Verified reports. The project inspector shall submit to
the enforcement agency verified reports as required in
Section 4-214.
(c) Violations. Failure, refusal or neglect on the part of the
project inspector to notify the contractor of any work thai does
not comply with the requirements of the approved plans and
specifications, or failure, refusal or neglect to report immedi-
ately, in writing any such violation to the architect or registered
engineer, to the owner and to the enforcement agency shall
constitute a violation of the Act and shall be cause for the
enforcement agency to take action, which may result in with-
drawal of the inspector's approval.
AiKhorlty: Ikallh and S ale ly Code Seclion 16022.
RcFcreace: Health and Safety Code Sections 16017 and 15021.
4-220. Duties of the contractor.
(a) Responsibilities. It is the duty of the contractor to com-
plete the work covered by his or her contract in accordance
with the approved plans and specifications therefore. The con-
tractor in no way is relieved of any responsibility by the activi-
ties of the architect, registered engineer, project inspector or
the enforcement agency in the performance of their duties.
(b) Performance of the work. The contractor shall study
carefully the approved plans and specifications and shall plan
hjsscheduleof operations well ahead of time. Ifatany timeitis
discovered the work is being done that is not in accordance
with the approved plans and specifications, the contractor shall
correct the work immediately.
All inconsistenciesor items which appear to be in error in the
plans and specifications shall be promptly called to the atten-
tion of the architect or registered engineer, through the project
inspector, for interpretation or correction. In no case, however,
shall the instruction of the architect or registered engineer be
construed to cause work to be done that is not in conformity
with the approved plans, specifications and change orders, and
standards.
The contractor must notify the project inspector, in advance,
of the commencement of construction of each and every aspect
of the work.
(c) Verified reports. The contractor shall make and submit
to the enforcement agency from time to time, verified reports as
required in Section 4-214.
If work on the building is being done by independent con-
tractors having contracts with the owner, verified reports shall
be submitted by each contractor regardless of the type of work
involved.
Aurhority: Ikallh and Safely Code Seclion 16022.
Rtrcrence: Health and Safety Code Seclion 16021.
4-221. Records. DSA shall maintain a record of the approved
plans, specifications, addenda, change orders and letters of cer-
tification for state-owned or state-leased essential services
buildings which have been certified as complying with the pro-
visions of the Act. DSA shall also maintain a record of the let-
ters of compliance for essential services buildings built under
the jurisdiction of local enforcement agencies which have been
submitted to DSA by those agencies.
Aurhority: Ikallh and Safely Code Seclion 16022.
Reference: Health and Safety Code Section 16022.
2007 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE
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ADMINISTRATIVE REGULATIONS FOR THE DIVISION OF THE STATE ARCHITECT-STRUCTURAL SAFETY (DSA/SS)
4-222. Advisory board.
(£i) General. The State Architect may appoint an advisory
board whose duty it is to serve in an advisory capacity to DSA
in connection with administrative matters and with reference to
regulations and requirements pertaining to the administration
of the Act. This board shall also act as a board of review to
which appeal can be made by owners, architects, engineers or
other interested parties in case of disagreement with the inter-
pretation by the local enforcement agencies and/or local
appeals board of the Essential Services Buildings Seismic
Safety Act or the regulations adopted pursuant thereto. For
stateagencies, the Advisory Board shall act as an appeals board
for disagreements with therulings, decisions, interpretations or
acts of DSA.
(b) Membership. The said board shall consist of nine mem-
bers appointed by the Slate Architect and four ex -officio mem-
bers who are: State Architect, the Chief Structural Engineer of
DSA. the California State Fire Marshal, the Executive Director
of the Building Standards Commission and the Chairman of the
Seismic Safety Commission. The ex-officio board members
may appoint alternates to serve on the board as their representa-
tives. Ofthe appointive members, one shall be an architect, one
shall be a structural engineer, one shall be a civil engineer, one
shall be a mechanical engineer or an electrical engineer, one
shall be a representative ofthe League of California Cities, one
shall be a representative ofthe County Supervisors Associa-
tion, one shall be a representative ofthe California Building
Officials, one shall be a representative ofthe California Fire
Chiefs Association and one shall be a representative of a law
enforcement agency. The appointive members shall serve at the
pleasure ofthe State Architect. The State Architect will select
appointive members from nominations solicited from the Cali-
fornia Council, American Institute of Architects, the Structural
Engineers Association of California, the Consulting Engineers
and Land Surveyors Association of California, the California
Building Officials, the League of California Cities, the County
Supervisors Association, the California Peace Officers Associ-
ation and from the California Fire Chiefs Association. The
State Architect may also appoint additional ex-officio mem-
bers. Ex-officio members are not entitled to vote in board
actions.
(c) Meetings. The board shall elect its own chairperson and
vice-chairperson and shall convene upon the call ofthe chair-
person or the Slate Architect whenever it may be necessary in
the chairperson's or State Architect's judgment for the board to
meet. The board shall adopt such rules of procedure as are nec-
essary to enable it to perform the obligations delegated to it.
The chairperson ofthe board shall at his or her discretion or
upon the instruction ofthe board designate subcommittees to
study and report back to the board on any technical subject or
matter for which an independent study is desired or regarding
appeals which are made to the board from interpretations of the
enforcement agencies. The board members will be reimbursed
for their reasonable expenses in attending meetings but shall
receive no compensation for their services.
Aulhority: lleadh and Safely Code Scclion I<i022.
Rercrcncc: FIcallli and Safely Code Section 16022.
ARTICLE 2
STATE BUILDINGS
4-223. General. The provisions of Article 1 and Article 2 of
these regulations shall apply to state-owned or state-leased
essential services buildings. Article 2 requirements do not
apply to essential services buildings under the jurisdiction of
local enforcement agencies.
Audiority: JJeallh and S ale ly Code Seclion 16022.
Reference: Heallh and Safely Code Seclion 16001
4-224. Application for DSA approval of drawings and spec-
ifica lions.
{a) The written approval of drawings and specifications shall
consist of a letter issued by DSA when the procedures of Sec-
tion 4-229 of these regulations are completed.
(b) The agency responsible for the essential services func-
tion shall submit an application, for the approval of drawings
and specifications to DSA. A separate application shall be sub-
mitted for each essential services building or group of build-
ings on each site. Applications shall be submitted to DSA on
Form DSA-K Application for Approval of Plans and Specifi-
cations. DSA forms are available on the Internet at
www.dgs.ca.gov/dsa, or at any ofthe DSA regional offices.
(c) The application shall contain a project name and location
ofthe essential services building or buildings, the name ofthe
architect or registered engineer in general responsible charge
ofthe work, the names ofthe architects or registered engineers
who have been delegated responsibility for portions of the
work (see Seclion 4-209), the estimated cost ofthe project and
all such other information as is requested on Form DSA-I
Application for Approval of Plans and Specifications.
Aurliority: Heallh and Safely Code Seclion 16022.
Reference: Heallh and Safely Code Section;; 16001 and 1601 1.
4-225. Designation of responsibility. In addition to the
requirements of Section 4-209, Article I of these regulations,
the following provisions shall apply;
(a) Delegation of responsibility. The architect, structural
engineer or civil engineer in general responsible charge shall
employ or retain, under his/her supervision, registered
mechanical and electrical engineers to design and observe the
construction ofthe mechanical and electrical portions ofthe
work when these elements are significant to the safety ofthe
building or its occupants or the continuing functioning ofthe
building. The requirement for observation of construction of
the mechanical and electrical portions of the work by the
mechanical and electrical engineers may be waived where the
mechanical and electrical elements are not considered to be
significant to the safety of the building or its occupants or its
continuing functioning and when special mechanical and elec-
trical inspection in accordance with Section 4-2 1 1 is provided.
No delegation to or employment or retention of others shall
be construed as relieving the architect, structural engineer or
civil engineer in general responsible charge of his/her rights,
duties and responsibilities under Section 16015 of the Act and
Section 4-217 of these regulations.
(b) Assumption of responsibility. The architect, structural
engineer or civil engineer who submits for approval plans and
specifications for any project or any portion of any project
22
2007 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE
ADMINISTflAT[VE REGULATIONS FOR THE DIVISION OF THE STATE ARCHITECT-STRUCTURAL SAFETY (DSA/SS)
which have been prepared by others shall assume responsibil-
ity for the safety of design of the completed construction and
for the interpretation of and any necessary amplification of the
plans and specifications of the project. He/she shall stamp and
sign all plans submitted for approval to indicate his her
assumption of responsibility or may in lieu thereof, stamp and
sign, and submit plans preparedunder his/her own charge. (See
Section 4-210 for other signatures.) When an architect, struc-
tural engineer or civil engineer accepts the responsibility for
completion of a project or a portion of a project relinquished by
another, that architect, structural engineer or civil engineer
thereby assumes responsibility as follows:
L If the relinquishment occurs prior to the completion of
the design documents, all responsibility shall be
assumed. [See Section 4-225 (c) for the procedure.]
2. If the relinquishment occurs after the design drawings
and specifications have been completed and approved
by the enforcement agency, the assuming architect or
registered engineer shall be responsible for the con-
struction of the project in accordance with the design of
the relinquishing architect or engineer. The assuming
architect or registered engineer shall assume responsi-
bility for the interpretation of and any necessary ampli-
fication of the plans and specifications and shall stamp
and sign any such documents prepared for that purpose.
(c) Acceptance of responsibility. The assumption of gen-
eral responsible charge or of delegated responsibility shall be
clearly outlined, accepted and approved by the parties con-
cerned including the owner. The enforcement agency shall be
notified when any change is made in the individuals in general
responsible charge or delegated responsible charge.
Form DSA-U Application for Approval of Plans and Speci-
fications, provides for the delegation of responsibility, but for
unusual cases, or for changes in responsibility taking place
afterthe plans have been submitted for approval, the delegation
of responsibility, acceptances and approvals thereof, shall be
submitted in letter form, which shall include an indication that
the owner has been notified.
Aurhority: lleallh and Safely Code Seclion 16022.
Reference: Health and Safely Code Sections 16011 and 1601 5.
4-226. Alternates in general responsible charge or dele^
gated responsible charge. Alternates may be named on Form
DSA-1, Application for Approval of Plans and Specifications,
or in letter form. Letter forms shall be submitted to DSA prior
to performance of work by the alternate and shall include an
indication that the owner has been notified,
Aurhority: lleallh and SafeLy Code Seclion 16022.
Rcferenee: Hcallh and Safely Code Section 16015.
4-227- Estimate of cost. Estimates ofcost shall be based on the
cost ofconstruction prevailing at the time the plans and specifi-
cations for the project are submitted to DSA. The estimated
cost of a project shall be increased as necessary to include the
estimated cost of every alternate building or portion thereof
shown on the plans and specifications as if each alternate build-
ing and portion were to be constructed separately and
simultaneously.
When a contract amount, or the cumulative total of two or
more contract amounts, exceeds the esfimated cost by more
than 30 percent, the estimated cost shall be revised. An addi-
tional fee based on the contract amount shall be paid before
proceeding with the work. When the actual cost of constructing
all the work shown on the approved plans is less than 70 per-
cent of the estimated cost, a refund of overpaid fees may be
claimed. (See Section 4-232 for actual cost.)
Aulborily: Heahli and Safety Code Section 16022,
Reference: Hcallh and Safely Code Sections 16009 and 16011.
4-228. Procedure for approval of application and voidance
of application.
(a) General. After DSA has completed its review of the doc-
uments submitted with the application, the checked prints of
the plans and specifications with the requests for corrections
and/or additional information noted thereon shall be returned
to the responsible architect or registered engineer. When plans
and/or specifications require extensive corrections, a corrected
set of prints of the plans and specifications shall be submitted
for review if requested by DSA.
When the requested corrections have been made and/or the
additional information as requested has been provided by the
responsible architect or registered engineer, an employee rep-
resentative of the architect or registered engineer shall return
the check setof plans and specifications along with the original
plan tracings, the corrected specification pages and specifica-
tion master cover sheet to DSA for backchecking. The
backcheck is a comparison of the corrected plans and specifica-
tions with the check set of plans and specifications and shall be
accomplished either by a conference at the DSA ofTice between
the architect or registered engineer or his/her employee repre-
sentative and the checking engineer or by mail in the case of
minor corrections to which all parties have agreed.
Changes inplans and specifications, other than changes nec-
essary for correction, made after submission for approval shall
be brought to the attention of DSA in writing or by submission
of revised plans identifying those changes clearly at the time of
back-checking. Failure to give such notice may result in the
voidance of any subsequent approval given to the plans and
specifications.
All requested corrections shall be made, additional
requested information furnished or original designs justified
and a list of materials to be tested and special inspections to be
made shall be supplied to DSA at the time of backcheck. When
DSA deems that the corrected plans and specifications comply
with these regulations and all parts of Title 24, CCR. that per-
tain to essential services building construction, DSA shall
place its stamp of identification on the reproducible sheets of
drawings and master cover sheet of the specifications. This
stamp is affixed for purposes of identification only and shall
not be construed as authorization to let the construction
contracts.
One set of prints of the stamped plans and specifications
shall be submitted to DSA. The submittal of the stamped prints
of the plans and specifications is required before DSA will
issue the written notice of approval of the application.
(b) Approval of the application. DSA shall issue to the
owner of the essential services building a letter approving the
application for the project upon receipt of the stamped copies
of the approved plans and specifications. This letter shall con-
2007 CALIFORNIA BUILDING STANDARDS ADMIfJISTRATIVE CODE
23
ADMINISTRATIVE REGULATIONS FOR THE DIVISION OF THE STATE ARCHITECT-STRUCTURAL SAFETY (DSA/SS)
stitule the approval of drawings and specifications as required
by Section 16016 of the Health and Safety Code. No contract
for construction shall be let or approved by the owner of the
essential services building and no monies shall be spent for
construction work on an essential services building project
until this approval in writing has been had and obtained.
DSA will retain one set of the stamped plans and specifica-
tions and other pertinent project information in its files as a per-
manent record of the compliance of the approved project
documents.
(c) Voidancc of fhc application. Any change, erasure, alter-
ation or modification of any plans or specifications bearing the
identification stamp of DSA may result in voidance of the
approval of the application. However, the "written approval of
plans" may be extended by DSA to include revised plans and
specifications after documents are submitted for review and
approved. (See Section 4-233 for revised plans and Section
4-2 i 5 for addenda and change orders. )
The procedures leading to written approval of plans shall be
carried to conclusion without suspension or unnecessary delay.
The application shall be void where either ( 1 ) prints from cor-
rected plans or corrected original plans are not filed for
backcheck and the backcheck is not completed within six.
months after the date of return of the checked plans to the archi-
tect or registered engineer, or (2) prints of the stamped plans
and one set of the stamped specifications are not submitted to
DSA files within two months after the date shown on the stamp
of identification.
Aulbarity: I leallh and Safety Code Seclian 16022.
Reference: Health and Safely Code Seclions 16009, 1601 I and 16013.
4-229- Deferred approvals. Where a portion of the construc-
tion cannot be adequately detailed on the approved plans
because of variations in product design and manufacture, the
approval of plans for such portion, when specifically accepted
by the enforcement agency, may be deferred until the material
suppliers are selected provided the following conditions are
met:
(a) The project plans clearly indicate that a deferred approval
by the enforcement agency prior to the fabrication and installa-
tion is required for the indicated portions of the work.
(b) The project plans and specifications adequately describe
the performance and loading criteria for such work.
(c) An architect or registered engineer stamps and signs the
plans and specifications for the deferred approval items. The
architect or engineer in general responsible charge of the
design of the project shall submit the plans and specifications
for the deferred approval item to the enforcement agency, with
notation indicating that the deferred approval documents have
been found to be in general confontiance with the design of the
building.
(d) Deferred approval shall not apply to the requirements of
Section 4-2I0(b). (c) and (d) with regard to the vertical and lat-
eral load resisting systems and elements of the building. The
plans, details, specifications and computations for the struc-
tural portions of the building shall provide sufficient informa-
tion to permit a complete review when the project Js submitted.
Aulbority: Heallh and Safely Code Section 1 6022.
Reference: He.-iKh and Safety Code Sections 16009. 1601 1, 16012 J 601 3 and
16014.
4-230- Withdrawal of application. If a request is made by the
owner of an essential services building for cancellation of the
application and return of the plans and specifications, together
with the fee paid, it will be granted only when the review of
plans and specifications has not actually started. If the review
of the plans and specifications has started. 30 percent of the
paid fee will be refunded or applied to anew application for the
same project.
No refund will be allowed for projects upon which only the
minimum fee has been paid. No refund will be allowed after a
contract has been let for any portion of the work except as pro-
vided in Section 4-228.
Aulhority: lleadh and Safely Code Section \b022.
Reference: Uea\\\\ and Safely Code Section 16009,
4-23 L Fees. The fding fee required by DSA to accompany the
submittal of project plans and specifications for essential ser-
vices buildings shall be one and one-half percent ( 1 .5%) of the
first S 1,000.000 of estimated cost and one and one-quarter per-
cent (1.25%) of the excess of the estimated cost over
SUOOO.OOO except thai the minimum filing fee for any project
shall be $250.
The words ""filing fee" mean the fee which must accompany
the application and the words 'Turther fee" mean the fee which
shall be paid to DSA if the actual cost exceeds the estimated
cost by more than 5 percent.
The application for an essential services building is consid-
ered received when it, accompanied by the plans and specifica-
tions, structural design computations, site data and filing fee
has been received by DSA and an application number has been
assigned.
An Essential Services Building Account is hereby estab-
lished in the Architecture Public Fund for the purpose of credit-
ing the application fees paid by slate agencies into the state
treasury.
Aulhority: lleallh and Safely Code Seclions 16022 and 16023.
Reference: Heallh and Safety Code Sections 16006, 16007 and 16009.
4-232- Projcctcost. For purposes of determining fees, both the
estimated and actual costs of the project shall be the total outlay
for all work included in the approved plans and specifications
(exclusive of fees paid, but not recovered, for architectural
engineering, inspection and testing services) regardless of
whether the funds are provided by the state, local government
authorities or agencies, or by private groups or individuals. In
the event a building is converted to essential services building
use, the cost shall include the value of the building. If work is
done in portions, the actual cost shall be detennined at the
completion of each contract.
The estimated cost and the fee based thereon shall not be
amended after plan check has started except as provided by
Section 4-227 or for a permissible increase in the scope of the
project. The scope of the project shall not be amended after
bids for all or part of the project are opened. No portion of the
fee can be returned after checking has started except as pro-
vided by Sections 4-227 and 4-230.
24
2007 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE
ADMINISTRATIVE REGULATIONS FOR THE DIVISION OF THE STATE ARCHITECT-STRUCTURAL SAFETY (DSA/SS)
Actual project cost shall include all items which are nor-
mally considered to be contractor's operation costs such as
owner furnished labor and materials, bond insurance and use of
owner's facilities and shall not be reduced by chargebacks such
as those for testing, inspection or overrun of contract lime. All
fees and/or reimbursable charges paid the construction manag-
ers shall be included in the actual cost of construction. When
the contract for the work includes items not otherwise subject
to the approval of DS A and not included in the approved plans
and specifications, the actual cost shall include this work
unless such costs are segregated bid items or by separately
priced items of change orders, or by cerlifiedcopy of a subcon-
tractor's bid. Such segregation shall not be made by contract
price breakdown or estimates.
Auihority: Health and Safety Code Section 16022,
Reference: Hcallh and Safely Code Sections 16009 and 1601 1.
4-'233. Revisions of plans and specifications.
(a) General. No additional fee is charged upon submission
of revisions to the approved plans and specifications, provided
that the entire matter is actually one transaction having to do
with the same essential services building and the revisions do
not require substantial review for safety of design. If the origi-
nal plans are abandoned and the plans and specifications sub-
mitted in lieu thereof are in fact for a new project rather than an
identical building or where a modified set of plans is for an
essentially different structural concept, it is necessary thai a
new application be filed and fee paid. This is regardless of the
fact that the building may have the same name, be of the same
general size and be situated at the same location as the essential
services building for which the original application was
submitted.
(b) Addenda. Changes or alterations of the approved plans
or specifications prior to letting a construction contract for the
work involved shall be made by means of addenda. Addenda
shall be stamped and signed by the architect or registered engi-
neer in general responsible charge of preparation of the plans
and specifications, and by the architect or registered engineer
delegated responsibility for the portion affected by the
addenda. Addenda shall be submitted to DSA for review and
approval and as such become part of the approved contract
documents.
(c) Change orders. Changes or alterafions ofthe approved
plans or specifications after a contract for the work has been lei
shall be made by means of change orders. Change orders shall
state the reason for the change, indicate the change in contract
cost, if any, and shall be accompanied by supplementary draw-
ings and calculations where necessary. All change orders shall
be stamped and signed by the architect or registered engineer in
general responsible charge ofthe work of construction ofthe
project, and by the architect or registered engineer delegated
responsibility forobservation ofthe portion ofthe work of con-
struction affected by the change order, and shall bear the signa-
ture of the authorized representative of the owner. Change
orders shall be submitted to DSA for review and approval and
as such become part ofthe approved contract documents.
To avoid unnecessary delays in the completion ofthe work,
the enforcement agency, at its discretion, may extend tentative
verbal approval of proposed change order items upon receipt of
sufficient information from the architect or registered engineer
in general responsiblecharge to permit the enforcement agency
to make a reasonable judgment on those items. At the earliest
possible date subsequent to the tentative approval, the architect
or registered engineer in general responsible charge shall sub-
mit to the enforcement agency for approval a formal completed
change order covering those items given tentative verbal
approval.
Aurhority: lleallh and Safely Code Seclion 16022.
Reference: Health and Safety Code Section 16009.
4-234. Billing for furflier fees. The owner shall be billed for
further fees upon completionof the projector portion thereof if
fee is due. Claims for refunds of five dollars or less due to errors
in cost reporting or fee computation shall be made within six
months from the date of filing.
Autbority: Health and Safety Code Section 1 6022.
Reference: Health and Safety Code Section 16009.
4-23?. Time of beginning construction and partiRJ con-
struction. Construction work whether for a new essential ser-
vices building, or for a reconstruction, alteration or addition
project for an essential services building, shall not be com-
menced, and no contract shall be let until the owner has applied
for and obtained from DSA the required written approval of
plans and specifications. Construction of all work shown in the
approved plans and specifications shall be commenced within
one year after the approval of the applicafion; otherwise the
approval ofthe part not commenced shall be void unless DSA
has been notified and an extension ofthe approval has been
granted. DSA may require that the plans and specifications be
revised to meet its current regulations before a renewal ofthe
voided approval is granted. Renewal shall not be granted after a
period of four years beyond the date of the application
approval.
State agencies may complete all work or proceed with con-
struction of any part ofthe work included in the approved plans
andspecifications with the intent of completing the work later.
All work done and materials used and installed must be in
accordance with and in confonnity to the approved plans and
specifications. DSA shall be notified whenever work is being
carried on and failure to give such notice may result in
voidance ofthe approval ofthe plans and specifications.
An uncompleted building shall not be construed as having
been constructed under the provisions ofthe Essential Services
Building Seismic Safety Act.
Aulhority: Healtli and Safely Code Seclion I fa022.
Reference: Health and Safety Code Section 16016.
4-236- Nolice of start of conslruction. The architect or regis-
tered engineer responsible for ihe project shall give DSA writ-
ten notification before construction is to be started. As soon as
a contract has been let, the architect or registered engineer shall
furnish to DSA on Form DSA- 102, Contract Infonnation, the
name ofthe contractor, the contract price and the date of start-
ing of conslruction. DSA fonns are available on the Internet at
www.dgsxa.gov/dsa. or at any ofthe DSA regional ofTices.
Aulhority: Ikallh and Safely Code Seclion 16022.
Reference: Health and Safety Code Seclion 16016.
2007 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE
25
ADMINISTRATIVE REGULATIONS FOR THE DIVISION OF THE STATE ARCHITECT-STRUCTURAL SAFETY (DSA/SS)
4-237. Notice of suspension of conslruction. DSA shall be
notified by the project inspector when ( I ) the construction is
suspended for more than two weeks or (2) the construction is
suspended or abandoned for any reason for a continuous period
of one year following its commencement at which time the
approval of DSA becomes void. DSA may reinstate the
approval upon the request of the owner
Aulhonty: lleadh and Safely Code Seclion \bQ22.
Reference: Henllh and Safely Code Seclion 16009.
4-237.1 Stop work order.
(a) Whenever DSA finds any construction work being per-
formed in a manner contrary to the provisions of this code and
which would compromise the structural integrity of the build-
ing, the Department of General Services, State of Cahfomia. is
authorized to issue a stop work order.
(b) The stop work order shall be in writing and shall be given
to the owner of the property involved, or to the owner's agent.
or to the person doing the work. Upon issuance of a stop work
order, the ciied work shall immediately cease. The stop work
order shall state the reason for the order, and the conditions
imder which the cited work will be permitted to resume.
(c) Any person who continues working the cited work after
havingbeenserved with asiop work order, except such work as
that person is directed to perform to remove a violation or
unsafe condition, shall be subject to penalties as prescribed by
law.
Aulhority: Fleallh and Safely Code Seclion 16022.
Reference: Heallh and Safely Code Section 16017.?.
4-23S. Application lor approval of project inspcclors, assis-
tant Inspectors and special Inspectors. For each essential ser-
vices building project, an Inspector's Qualification Record.
Form DSA-5, shall be submitted for the proposed project
inspector, a proposed assistant inspector, and may be required
by DSA to be submitted for a proposed special inspector. The
proposed project inspector and any proposed assistant inspec-
tor shall be interviewed by the architect or registered engineer
in general responsible charge of the project to determine
his/herqualifications. The architect or registered engineer shall
recommend to DSA the approval of the inspector based upon
his/her determination of the competency of the candidate to
perform the inspection work.
Form DSA-5 for the proposed inspector, with the signatures
of the architect or registered engineer and the owner, shall be
submitted to DSA for review and approval. In addition to the
infonnation supplied on the qualification record. DSA may
require a personal interview with the proposed inspector which
may include oral and written examinations concerning inspec-
tion and testing procedures.
The submittal ofthe Inspector's Qualification Record for the
project inspector shall be made a minimum of 10 days prior to
the start of construction on the project. The submittal of the
Inspector's Qualification Record for an assistant inspector, or
when required foraspecial inspector, shall be made a minimum
of 10 days prior to the use of the assistant inspector or special
inspector on the project. DSA forms are available on the
Internet at www.dgs.ca.gov/dsa, or at any of the DSA regional
offices.
Aulhority: llealEh and Safely Code Seclions Hi017 and 16022.
Reference: Health and Safety Code Sections 16017 and 16021.
4-239. Tests. In addition to the requirements of Section 4-213,
Article 1 of these regulations, the following provisions shall
apply:
(a) Performance of tests. The owner, with the recommen-
dation of the architect or registered engineershall select a qual-
ified testing laboratory to conduct the tests. Sampling,
preparation ofsamples and tests shall be in accordance with the
standards as provided in the approved plans and specifications
and in the applicable building regulations. Where a sample has
failed to pass the required tests, the architect or registered engi-
neer, subject to the approval of the enforcement agency, may
permit retest of the sampled material.
(b) Payments. The owner shall pay for all tests. When in the
opinion of the architect or registered engineer additional tests
arerequiredbecauseof the manner in which the contractor exe-
cutes his work, such tests shall be paid for by the owner but the
amount paid maybe collected from the contractor. Examples of
such tests are: Tests of materials substituted for previously
approved materials, retests made necessary by the failure of
materials to comply with the requirements of the specifications
and load tests necessary because certain portions of the struc-
ture have not fully met specification or plan requirements.
Aurhorlty: lleallh and Safely Code Seclion 16022.
Reference: Heallh and Safely Code Sections 16009, 16020 and I602I.
4-240. Required filing of verified reports. Project inspectors,
approved special inspectors and contractors shall file verified
reports on Form DSA-6. Architects and engineers shall file
verified reports on Form DSA-6A/E. DSA forms are available
on the Internet at www.dgs.ca.gov/dsa, or at any of the DSA
regional offices.
Verified reports shall be filed with DSA as follows:
(a) By each contractor having a contract with the owner, at
the completion of the contract.
(b) By the architect, registered engineers, project inspector
and approved special inspectors at the completion of the essen-
tial services building.
(c) By the architect, registered engineers, project inspector
and contractor at the suspension of all work for a period of
more than one month.
{d) By the architect, registered engineer, project inspector,
approved special inspector or contractor whose services in
connection with the project have been terminated for any
reason.
(e) At any time a verified report is requested by DSA.
AuthariEy: Htralth and Safely Code Seclions I602D, 16021 and 16022.
Reference: fleallh and Safely Code Section;; 16020, 16021 and 16022.
4-24L Project inspector's semimonthly reports. In addition
to the verified reports required in Section 4-214, the project
inspector shall make semimonthly reports of the progress of
construction to the architect or registered engineer in general
responsible charge. A copy of each such report shall be sent to
the owner, the architect or engineer in general responsible
charge and DSA. Semimonthly reports shall state the name,
location and owner of the essential services building and shall
26
2007 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE
ADMINISTflAT[VE REGULATIONS FOR THE DIVISION OF THE STATE ARCHITECT-STRUCTURAL SAFETY (DSA/SS)
contain the application number and file number of the project
for identification purposes. The reports shall include a list of
official visitors to tlie project and whom they represent, a brief
statement of the work done, instructions received from the
architect or registered engineer during the period covered by
the report and pertinent infonnation regarding any unusual
conditions or questions that may have arisen at the job. Forms
are not provided by DSA for semimonthly reports. Failure to
comply with this section will be cause for withdrawal of the
approval of the project inspector.
Aulhority: lleadh and Safely Code Seclion \bQ22.
Reftrtncc: Health and Safely Code Section 16017.
4-242- Notifications by flic project inspector The project
inspector shall notify DSA at the following times:
(a) When construction work on the project is started, or
restarted, if previously suspended per Item (d) below.
(h) At least 48 hours in advance of the time when foundation
trenches will be complete and ready for footing fonns.
(c) At least 48 hours in advance of the first placement of
foundation concrete and 24 hours in advance of any subsequent
and significant concrete placement.
(d) When all work on the project is suspended for a period of
more than two weeks.
Aulhority: llealEh and Safely Code Seclion \bQ22.
Reference: Heakh and Safety Code Section 16017.
ARTICLES
LOCAL BUILDINGS
4-243, GcncraL
(a) The provisions of Article I and Article 3 of these regula-
tions shall apply to essential services buildings owned or leased
by a city, city and county or county or a special fire district
within these jurisdictions. The Division of the State Architect
shall observe the implementation and administration of the
provisions of the Essential Services Buildings Seismic Safety
Act and these regulations pertaining to local jurisdictions
under the authority granted in the Act.
(b) Local jurisdictions shall establish such administrative
procedures as they deem necessary and proper for the enforce-
ment of the provisions of the Act so long as those procedures do
not conflict with the requirements of Articles I and 3 of these
regulations. The enforcement of these regulations is the
responsibility of an authorized official of the local enforcement
agency.
Aulhority: lleadh and Safely Code Seclion I<i022.
Reference: Heallh and Safely Code Seclion 16001.
4-244. Approval of drawings and spcciUcRtions.
(a)Therequired written approval of drawings and specifica-
tions may consist of either a building permit or other docutnenl
as established by the enforcing agency.
(b) Written notification by the local enforcement agency to
DSA shall be required when the written approval of the draw-
ings and specifications is issued by the local enforcement
agency. The written nofification shall contain a project name
and location for the essential services building, the name of the
architect or registered engineer in general responsible charge
of the work, the estimated cost of the project, the name of the
qualified plan reviewer (the licensed architect or registered
engineer responsible for the design review) and if available the
name of the project inspector. The written notification shall
also include a statement signed by an official of the enforce-
ment agency that the plans and specificafions and the review
thereof has been accomplished in compliance with the provi-
sions of the Act and of these regulations.
Aulhority: Health and Safety Code Section 16022.
Reference: Flealth and Safety Code Sections 16001 and 1601 L.
4-245- Voidancc of application. Any change, erasure, alter-
ation or modification of any plans or specifications bearing the
identification or approval stamp of the enforcement agency
may result in voidance of the approval of the application. How-
ever, the ""written approval of the plans" may be extended by
the enforcement agency to include revised plans and specifica-
tions after documents are submitted forreview and approved.
Authority: Health and Safety Code Section 16022.
Reference: Health and Safely Code Sections 16009, 1601 I and 16013.
4-246. Time of beginning of construction and partial con-
struction. Construction work wheiher for a new essential ser-
vices building, or for a reconstruction, alteration or addition
project for an essential services building, shall not be com-
menced nor shall any contract be let unfil the owner has applied
for and obtained from the enforcement agency the required
written approval ofplans and specifications.
All work done and materials used and installed must be in
accordance with and in conformity to the approved plans and
specifications. The enforcement agency shall be notified
whenever work is being carried on and failure to give such
notice may result in voidance of the approval of the plans and
specifications.
An uncompleted building shall not be considered as having
been constructed under the provisions of the Essential Services
Buildings Seismic Safety Act.
.'Vuchority: lleadh and Safety Code Section 16002,
Reference: Health and Safety Code Section 16016.
4-247- Notice of start of construction. The architect or regis-
tered engineer responsible for the project shall give written
notification to the enforcemem agency before construction is
to be started. The architect or registered engineer shall furnish
the name of the contractor, the contract price and the date of
starting of construction.
Aulhority: lleallh and Safely Code Seclion 16022.
Reference: Heflllh and Safety Code Section 16016.
4-248. Approval of the project inspector^, assistant inspec-
tor and special inspectors by the enforcement agency.
(a) The enforcementagency shall review, for each individual
project, the qualifications of the project inspector, any assistant
inspector, and special inspectors proposed for an essential ser-
vices buildings projects to determine the inspector's compe-
tency to do the inspection required for that particular project.
The qualification review shall include, forihe project inspector
and any assistant inspector, an appraisal of the candidate's edu-
cafion and experience and a personal interview which may
2007 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE
27
ADMINISTRATIVE REGULATIONS FOR THE DIVISION OF THE STATE ARCHITECT-STRUCTURAL SAFETY (DSA/SS)
include a written examination if deemed appropriate by the
enforcement agency.
(b) The approval of the project inspector by the enforcement
agency shall include information to the project inspector of the
"personal knowledge" provisions of the Act and of the addi-
tional requirement that the project inspector shall not assume
other duties which would preclude the inspector from obtain-
ing personal knowledge required of all work of construction.
(c) Representatives of the enforcement agency shall from
time 10 lime visit the construction site to observe the work of
construction and to monitor the performance of the project
inspector. The construction work is subject to any inspections
required by the enforcement agency.
Aurhorlty: Ikalrh and Saleiy Code Seciions 16017 and 16023.
Reference: Hc^llh and Safely Code Sections 16017 and 16021.
4-249. Verified reports. The verified reports required by the
Act to be filed by any architects, engineers, inspectors and con-
tractors having responsibility for all or any portion of the con-
struction work of the project shall be filed on a form prescribed
by the enforcement agency. Original manual signatures of the
architect, engineerjnspector and contractor are required on the
verified report. Refer to Section 4-2 14 of these regulations for
verified report requirements.
Aulhorily: Healtli and Safety Code Sections 16020, 16021 and 16022.
Reference: Heallh and Safely Code Sections 16020 and 16021.
2a 2007 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE
GROUP 1
SAFETY OF CONSTRUCTION OF PUBLIC SCHOOLS
ARTICLE 1
GENERAL PROVISIONS
4-301. Purpose. School buildings construcled pursuant to
these regublions are expected lo resist earthquake forces gen-
erated by majorearthquiik.es of the intensity and severity of ihe
strongest experienced in California without catastrophic col-
lapse, but may experience some reparable architectural or
structural damage.
Aurhority: Educanon Code Seclioiis 173 10 and SI 142.
Reftrtncc: Education Code Seclions I72S0 and El 130, inclusivf.
HISTORY:
1. Repealer of Group I, Articles l-6(^^^^ I -SO) and new; Group \. Arliclef;
\-5{^^ 1-6, S. 10. 10.5. 11-14, lfa-26.26J,2fa.2, 26.5-26.9, 27-40.50,
51,60,61,62. SO and Appendix), filed 1 1-1-66: eETeciive Ihimeth day
thereafler(Regisler65,No.3S). Forhislory of former sections see Reg-
i!>lers53,No5. 15, lS;54.>Jo.24;55.^'o. 1 2: 56, No. 10: 59, No. 14; 60,
Nos. S, 16; 61, No. 19; 64, No. 13.
2. Amendment filed 6-29-76 as an emergency: designated effective
7-l-76(Refii5ler76, No. 27).
3. Certificate of Compliance filed 10-15-76 {Register 76. No. 42).
4. Amendment of NOTE filed 6-19-79; effective (hirlielh day Ihereafler
(Register 79. No. 25).
5. Repealer filed 9-24-82 by OAL pursuant to Government Code Section
11349.7 (j): effective thirtieli] day thereafler {Register S2. No. 39).
6. Repealer of Group I (Article? 1-5, Sectiont^2-S0, not consecutive) and
new Group I (Articles I -9. Sections I -55. not consecutive and Appen-
dix) llled 9-S-83; effective 9-15-S3 pursuant lo Government Code Sec-
tion 1 1346.2 {d) (Register S3. No. 40). For prior history, see Registers
79, No. 25; 77, No. 40; 76, No. 42; 76, No. 27; and 74, No. 3S.
7. (OSA/SS 1/92) Regular order by the Office of Lhe Slate Archi-
tect/Stmclural Safety Seclion lo amend Section 4-301, Pari 1. Title 24.
C.C.R. Filed with the secretary of stale on December 15. 1992; effec-
tive July 1. 1993. Approved by the California Building Standards Com-
mission on December 9, 1 992.
4-302- Scope.
(a)GcncraLPart2, Titie24, California Code of Regulations
(C.C.R.) designates the structural building regulations that
shall apply to the design, construction, reconstruction, rehabil-
itation, alteration of or addition to any school building as
defined in Sections 17283 and 81 131 of the Education Code.
The tenn '""school building'' shall include all buildings, struc-
tures, appurtenances and related systems or facilities as defined
in Section 4-3 14.
These regulations establish reasonable standards and mini-
mum requirements for the structural integrity of public school
buildings to resist, insofar as practicable, the forces of gravity,
wind and earthquake for the protection of life and property.
The design and construction of the mechanical and electrical
systems in school buildings shall conform to the applicable
building regulations in Title 24, C.C.R.
Further, the design and construction of school buildings
shall comply with the regulations adopted by the Division of
the State Architect/Access Compliance (DSA/AC) and the
Office of the California State Fire Marshal for the particular
occupancies concerned. (See Title 24, C.C.R.)
Aucborily: Educatioa Code Sections 17310 and 81142.
Rcftrcnce: Eduealion Code Seclion? l72S0and 81130.
(b) Short term temporary buildings. Installation of tem-
porary school buildings, used or designed lobe used for school
purposes following disasters such as earthquakes, fires and
floods or during modernization projects, for which repairs are
in progress, require approval by DSA. DSA has determined
that compliance with the strict letter of the regulations is
impractical in these circumstances. The modifications to the
regulations granted by DSA are as indicated here and are
recorded and entered in the files of DSA in accordance with
Section 4-304,
DSA may grant "Temporary Certification^' to temporary
buildings that meet all the requirements of regulations with the
following modifications to the regulations and limitations:
L ''Temporary Certification'' is for 24 months.
2. The building is a one-story relocatable building no
greater than 2,160 square feet in area.
3. Documentation is provided indicating that the building
was designed and constructed according to the 1976 or
later edition of the Uniform S////^///7gCw^/f published by
the International Conference of Building Officials. The
date of construction of each building module shall be
provided,
4. Quality control procedures acceptable to DSA for the
construction of the building to ensure compliance with
the approved plans and specifications are provided.
5. A report is provided to show that the building has not
sustained structural deterioration, been modified with-
out enforcing agency approval and has anchorage and
bracing of overhead nonstructural elements that are
acceptable to DSA.
6. A foundation system is provided that has been accepted
by DSA.
7. All construction, except for the building superstructure,
is to be inspected by a DSA-certified project inspector
for conformance with the drawings provided by the
architect. The inspector will submit a completed check-
list for each campus and will submit said checklist with
the final verified report.
8. The architect or structural engineer in general responsi-
ble charge shall prepare site plans. DSA may make such
review of the site plans and other submitted documents
as in its judgment is necessary for the enforcement of
these regulations.
Temporary buildings or structures such as sheds, canopies
and fences used for the protection of the public around and in
* The reorganizBtioD of Group 1 is printed as q repealer and adoption for clarity.
2007 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE
2g
SAFETY OF CONSTRUCTION OF PUBLIC SCHOOLS
conjunciion with construction work may be erected by special
application for approval from DSA for a limited period of time.
Temporary buildings or structures are subject to the regula-
tions indicated in Section 4-302 (a), except as modified by
DSA.
When the construction has been completed in accordance
with this section, DSA will issue a temporary certificate of
compliance in accordance with Section 4-339. Temporary
buildings or structures shall be completely removed upon the
expiration of the time limit stated in the temporary certification
letter approving the special application for approval.
Aurhonty: Educahon Code Seclioiis 173 10 and S1I42.
RofcrcDcc: Educolion Code Secllon 1 7292,
HISTORY:
1 . Edilorial correction of printing error (Register 83. No. 45).
2. (OSA/SS 1/92) Regular order by the Office ol the Slale Archi-
tect 'Stmclura I Safely Section (o amend Section 4-302. Port I , Til[e 24,
C.C.R. Filed with ihe siecretnry of stale on December 15^ 1992; effec-
tive July 1. 191^3. Approved by the California Building Standards Com-
mission on December 9. 1 992.
3. (DSA/SS 2/95} Regular order by Lhe Division of the Slale Archilect/
Structural Safety Seclion lo amend Section 4-302 (b). Filed wilh lhe
Siecrelaryofsitatc on August 14, 1996, become? effective September 13,
1996. Approved by lhe California Building Standard? Commission on
March 19. 1996.
4-303- Delegation of authority. All powers, duties, responsi-
bilities pursuant lo caiTying out the provisions of the Field Act
vested by law in the Department of General Services have been
delegated by the Department to the State Architect.
Aulhority: Education Code Sections 17310 and SI 142.
Reftrtnce: Government Code Section 14607.
4-304. Alternate materials and methods of construction
and modifications. The provisions of these regulations are not
intended to prevent the use of any material or method of con-
struction not specifically prescribed by these regulations, pro-
vided any alternate has been approved and its use authorized by
DSA.
DSA may approve any such alternate, provided DSA finds
that the proposed design is satisfactory and complies with the
provisions of these regulations and that the material, method or
work offered is, for the purpose intended, at least the equivalent
of that prescribed in these regulations in suitability, strength,
effectiveness, fire resistance, durability, safely and sanitation.
DSA shall require that sufficient evidence or proof be sub-
mitted to substantiate any claims that may be made regarding
its use. The details of any action granting acceptance of an
alternate shall be recorded and entered in the files of DSA.
When there are practical difficulties involved in carrying out
the provisions of these regulations. DSA may grant modifica-
tions for individual cases. DSA shall first find that a special
individual reason makes the strict letter of these regulafions
impractical and that the modification is in conformance with
the intent and purpose of these regulations and that such modi-
fication does not lessen any fire protection requirements or any
degree of structural integrity. The details of any action granting
modifications shall be recorded and entered in the files of DSA.
Aulbority: Education Code Sections 173 10 and SI 142.
Rercrtnee: Education Code Sectionfi 172B0 and S1130_
HISTORY;
1. (OSA/SS 1/92) Regular order by the Office ot the Slate Archi-
tect/Slmclural Safely Section lo amend Section 4-304. Part I , Tille 24,
C.C.R. Filed with lhe secretory of stale on December 15, 1992; effec^
tive Jul> 1. 1993. Approved by the Call lornia Building Standards Com-
mission on Decemher 9, 1992.
4-305. Application of building standards. Building stan-
dards applicable lo public school buildings are set forth in Parts
2,3,4,5,6, 7 and 1 2, Title 24. C.C.R.. and have been adopted as
minimum design and construction standards upon which to
base the approval of plans and specifications. These regula-
tions shall not be construed to prevent the use of higher design
standards nor to restrict the use of new or innovative design or
construction techniques.
Where the designer desires to use innovative design or con-
struction techniques not addressed in these regulations it sha!l
be necessary to submit for review and approval information
including compulations, test data and recommendations cover-
ing the design in question. The designer shall confer with DSA
concerning the applicability of these innovative design or con-
struction techniques to school building construction prior to
the submittal of plans and specifications.
DSA must be satisfied that the degree of safety achieved by
these innovative design and construction techniques is at least
equivalent to that achieved by the regulations. This require-
ment shall apply to all buildings proposed for public school use
for educational purposes as defined in these regulations. The
proposed use of archaic building materials and structural sys-
tems such as those desired to be retained in buildings which
have been designated as historically important shall be
included in this provision. The detennination of the equiva-
lency of the degree ofsafety shall be the responsibility of DSA.
Aulhority: Education Code Sections 173 10 and SI 142.
Reference: Educalion Code Seclion^ 1 72S0 and E I 1 30.
HISTORY:
I. [OSA/SS 1/92) Regular order by the Office ol the Slale Archi-
lecl/Slmclural Safely Section lo amend Section 4-305, Part I , Tille 24,
C.C.R. Filed with the sieerelary of stale on December 15, 1992; effec-
tive Jul> 1. 1993. Approved by the California Building Standards Com-
mission on December 9. 1 992.
4-306. Approval of new school buildings^ rehabilitation of
school buildings and additions lo school buildings. Plans
and specifications for any new school building or the rehabili-
tation of or addition to any school building, regardless of cost,
shall be submitted to DSA for approval in accordance with
Section 4-315.
All new construction work which is part of an addition pro-
ject shall comply with currently effective regulations. Existing
school buildings forwhich an addition project is proposed shall
be retrofitted as required by Section 4-309 (c).
Before the board may award a contract or commence con-
struction work for the rehabilitation of a structure already
owned (including those pre-1933 buildings not retrofitted or
subsequently abandoned for school use under the provisions of
the Garrison Act), or an existing building which has been pur-
chased or leased, into a school building, the board shall submit
application and plans of the building to DSA for approval. The
plans shall provide for the retrofit necessary for full compli-
ance with the requirements of currently effective regulations.
30
2007 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE
SAFETY OF CONSTRUCTION OF PUBLIC SCHOOLS
Refer to Section 4-307 for rehabilitation of an existing
nonconforming building for use as a school building.
The relocation or moving of an existing school building
within the same school district or from one school district to
another regardless ofcost requires approval by DS A, (See Sec-
tion 4-314.)
The provisions of this section shall not apply lo a "tempo-
rary-use building." (See Section 4-314 for definitions of "new
school building" and "temporary-use building.'')
Aurhorlty: Educalion Code Seclioiis 173 10 and SI 142.
Rcftrtncc: Ed uca I ion Code Sections 172B0 and B1130.
HISTORY:
I. (OSA/SS 1/92) Regular order by the Office of the Slate Archi-
lect/Stmctural Safety Section to amend Section 4-306, Part 1. Title 24.
C.C.R. Filed with the siecrelary of stale on December 15. 1992; effec-
tive July 1, 1993. Approved by the California Building Standards Com-
mission on December 9, 1992.
4-307. Rehabilitation of an existing nonconforming build-
ing for use as a school building.
(a) An existing nonconforming building rehabilitated foruse
as £1 school building is considered, for the purpose of the appli-
cation of Title 24, to be a new school building. Plans and speci-
fications for rehabilitation of any existing nonconforming
building, or portion thereof, for use as a school building shall
provide for the retrofit necessary for compliance with the
health and safety standards contained in Title 24. C. C. R., cur-
rently effective edition. Existing materials or systems not spe-
cifically prescribed in current safety standards are permitted to
be evaluated for equivalency and approved in accordance with
Section 4-304. The seismic evaluation and retrofit design shall
comply with the provisions of Sections 3415 through 3421,
Patt2,Title24, C.C. R.
(b) A site, which is currently not an existing school site, on
which one ormore existing nonconforming buildings are reha-
bilitated for use as school building(s) is considered to be a new
school site for the purpose of the application of Title 24. Any
building on a new school site which is not rehabilitated and
approved as a school building shall not be used for school pur-
poses and shall be subject to the provisions of Section 4-310.
(c) Prior to submittal ofa project application for the struc-
tural rehabilitation of an existing nonconforming building, the
owner shall submit to DSA a pre-application for the rehabilita-
tion project, fees in accordance with Section 4-326. and an
Evaluation and Design Criteria Report for approval. The report
shall propose the methodologies for evaluation and design, and
determination of acceptance criteria for nonconforming con-
struction; and shall propose the material testing and condition
assessment requirements for the rehabilitation. The approved
Evaluation and Design Criteria Report establishes the criteria
for the evaluation and design to be used by the project design
professionals, and the material testing and condition assess-
ment requirements.
4-30S. Reconstruction or alterations projects not in excess
of 7^25,000 in cost- Projects involving only reconstruction or
alterations whose estimated costs do not exceed S25,000 do not
require approval by DSA. but such approval can be obtained at
the request of the school board and by compliance with these
regulations. The cost of work classified as maintenance as
defined in Section 4-3 1 4 shall not be considered for purposes
of this section. The regulations of the Division of the State
Architect/Access Compliance and of the California State Fire
Marshal may apply to any project, including maintenance,
regardless ofcost. See Section 4-302.
In authorizing and completing the design and construction
of projects with an estimated cost below £25.000 as described
in this section, the school board assumes responsibility for
employing an architect or a registered engineer to prepare the
plans and specifications and for adequate inspection of the
materials and work of construction to ensure compliance with
the currently effective provisions of Title 24. C.C.R.
The dollar amount cited in this section shall be increased on
an annual basis, according to an inflationary index governing
construction costs that is selected and recognized by ihe Divi-
sion of the State Architect. This annually adjusted dollar
amount shall be published by DSA and made available to
school boards and the public.
School construction projects shall not be subdivided for the
purpose of evading the cost limitations of this section.
AiKhonty: Education Code Sections 173 10 and HI 142.
Rtftrtnee: Education Code Seclions I72S0, 17295, SI 130 and 81 133.
HISTORY:
1. (OSA/SS 1/921 Regular order by Ihe Office oi the Slate ArchU
tecl/Stmclural Safely Section lo amend Section 4-30S. Port I , Tille 24,
C.C.R. Filed with ihe secretary of stale on December 15, 1992: effec-
tive July ]. 1993. Approved by the Calitornia Building Standards Com-
miss^ion on December 9. 1 992,
2. {DSA/SS9'96t 1996 Annual Code Adoplion Cycle will amend Section
4-308, of Part 1. Title 24, C.C.R. Filed with the secretary ot stale on
March 4. 1997^ efleclive April 3. 1997. Approved by ihe California
Building Standard!^ Commit^sion on February 6, 1997
4-309. Reconstruction or alteration projects in excess of
£25^000 in cost.
(a) GcncraL Plans and specifications for any reconstruction
or alteration project exceeding S25,000 in cost shall be submit-
ted to DSA for approval in accordance with Section 4-315,
except as provided within this section. The cost of work classi-
fied as maintenance as defined in Section 4-314 shall not be
considered for purposes of this section. When the estimated
cost ofa reconstruction or alteration project exceeds S25,000
but does not exceed SI 00.000, and a licensed structural engi-
neer determines that the project does not include any work ofa
structural nature, approval of the project plans and specifica-
tions by DSA is not required, provided the following three
items are completed:
1 . The structural engineer shall submit a written statement
to DSA. indicating that the project does not contain any
work ofa structural nature.
2. The design professional in general responsible charge
of the project shall certify, in writing, that the plans and
specifications for the project meet any applicable fire
and life-safety standards, and do not specify any work
of construction that is regulated by the accessibility
standards of Title 24. This certification shall be submit-
ted to DSA, and shall bear the stamp and signature of
the design professional.
3. Within 10 days of the completion of the project, a
DSA-certified project inspector shall sign and submit a
verified report to DSA, indicating that the project was
2007 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE
31
SAFETY OF CONSTRUCTION OF PUBLIC SCHOOLS
completed in conformance with the plans and specifica-
tions. (See Section 4-336, Verified Reports.)
The dollar amount cited in this section shall be increased on
an annual basis, according to an inflationary index governing
construction cosis that is selected and recognized by the Divi-
sion of the State Architect. This annually adjusted dollar
amount shall be published by DSA and made available to
school boards and the public.
School construction projects shall not be subdivided for the
purpose of evading the cost limitations of this section.
All new construction work, which is part of a reconstruction
or alteration project shall comply with currently effective
regulations.
Exception: Fire damage repair may be accomplished utiliz-
ing the approved plans and specifications for the original
construction work. All regulations and standards in effect at
the time of approval shall be complied with except that the
testing and inspection requirements of current regulations
shall apply to the reconstruction work. Minor modifications
to the original approved plans may be made, subject to the
approval of DSA. provided that they do not reduce the struc-
tural capacity of the building.
Structural modifications to the existing structural system not
exceeding the limits defined in Section 4-309 (c) 2 are permit-
ted to be evaluated and designed in compliance with the wind
and seismic provisions contained in Part 2, Title 24 that are
applicable to new buildings. Alternatively, the seismic provi-
sions for voluntary lateral-force resisting system modifications
contained in Section 34I5T K Part 2. Title 24, are permitted to
be used, and wind forces are permitted to be determined in
accordance with the Simphfled Procedure in Section 6.4 of
ASCE 7.
(b) Existing noncomplying, nonstructural elements.
Existing noncomplying, nonstructural elements discovered
during the design or construction of a reconstruction, alteration
or addition to an existing complying school building and
directly affected by the work of construction shall be corrected
to comply with the bracing and anchorage requirements of cur-
rently effective regulations.
(c) Required structural rehabilitRtion. Existing school
buildings forwhich a reconstruction, alteration or addition pro-
ject is proposed shall be evaluated, and retrofitted as required
to comply with currently effective regulations applicable to the
rehabilitation of structural systems per Section 4-307. Wind
and seismic forces shall be considered, with the foUowing
conditions:
L When the cost of the reconstruction, alteration, or addi-
tion project exceeds S25.000 and 50 percent of the
replacement value of the existing building. Mainte-
nance work and air-conditioning equipment and insula-
tion materials costs need not be included in the
percentage of replacement value calculation. For the
purposes of this section, the cost of the reconstruction,
alteration or addition project shall not include the cost
of structural rehabilitation.
2. Whenlhecostof the reconstruction, alterations or addi-
tion project exceeds 525,000 but does not exceed 50
percent of the replacement value of the existing build-
ing and the proposed modifications, either:
A. Increase the effective seismic weight or wind force
in any story by more than 10 percent, or;
B. Decrease the design capacity of any existing struc-
tural component by more than 5 percent, unless the
component has the capacity to resist the retrofit
design forces.
If the base shear capacity has been increased since the origi-
nal construction, the percent change in base shear is permitted
to he calculated relative to the increased capacity.
(d) Voluntary lateral force resisting system
modifications. Alterations to existing structural components
or additions of new structural components that do not exceed
the limitations of Section 4-30^(c)2 and are initiated for the
purpose of increasing the strength or stiffness of the lateral
force resisting system of an existing structure are permitted to
be evaluated and designed in accordance with Section 3415.1 1
of Part 2, Title 24, for voluntary lateral-force resisting system
modifications.
(e) When structural damage due to an earthquake is repaired,
all portions of the structure associated to this damage shall be
retrofitted to comply with currently effective regulations.
AurhoHly: Education Code Seclioiis 173 10 and SI 142.
Rtftrtncc: Education Code ScclLons I72S0, 17295. SI 130 and SI 133.
HISTORY:
1 . New 5eclion filed 2-2R-S(i: eflective 30th day thereafter (Register 86,
No. 9).
2. (OSA/SS 1/92) Regular order by the Off[ce ol the Slate Archi-
tect 'Stmclura I Safely Section ic amend Section 4-309, Part 1, Title 24.
C.C.R. Filed with the siccrelary oE stale on December 15, 1992; effec-
tive July 1. 1993. Approved by the California BuildiQg Standards Cora-
mission on December 9. 1 992.
4-310. School garageSi, warehouses^, storage and similar
buildings^ dwellings for employees and miscellaneous
structures. The Act does not apply to buildings or structures
constructed by a school district for the purpose of, and used
solely for housing, buses and minor mechanical equipment or
for nonschool use where such buildings or structures do not
provide facilities for either pupils or teachers and are not
intended to be entered by them as such for school purposes.
Similarly, the Act does not apply to dwellings for employees or
to district'Wide administrative buildings on sites separate from
school sites, which are not to be used or entered by pupils or
teachers, for school purposes.
Buildings or structures of this nature may be constructed by
the school board on its own responsibility without first submit-
ting plans and specifications to DSA. but such buildings or
structures shall never be used for school purposes. It shall be
the responsibility of the school board to take all necessary mea-
sures and precautions to prevent such use and to prevent inju-
ries to pupils or teachers on school grounds as a result of
collapse of such buildings or structures. Any such building
excluded from the provisions of these regulations shall be
posted with a sign pursuant to Sections I736S and 81 165 of the
Education Code.
In authorizing and completing the design and construction
of district-owned buildings as described in this section, the
school board assumes responsibility for employing appropri-
32
2007 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE
SAFETY OF CONSTRUCTION OF PUBLIC SCHOOLS
ately licensed architects or registered engineers to prepare the
plans and specifications and for adequate inspection of the
materials and work of construction to ensure compHance with
the provisions of Parts2, 3, 4, 5. 6. 7 and 1 2. Title 24, C.C.R.. as
adopted by the Building Standards Commission.
For these cases DSA requires that a resolution be passed by
the school board slating ihal the building or structure shall not
be used for school purposes and that no pupils or teachers, as
such, will be permitted to use or enter the said building for said
purposes or be subjected to a hazard resulting from its collapse.
A copy of the resolution shall be submitted to DSA.
Aurhority: Educauon Code Seclioiis 173 10 and SI 142.
Reference: Edticniion Code Sections 172S0, \7^6^. 31 130 and SI Ib5.
HISTORY:
I. [OSA/SS 1/92) Regular order by the Office ol the Slalc Archi-
lecl/Slmclural Safety Section lo amend Section 4-310, Pari 1. Title 24.
C.C.R. Filed with ihe siecrelary of stale on December 15. 1992; effec-
tive July 1. 1993. Approved by the California Building Standards Cons-
mission on December 9. 1 992.
4-31 L Condemnation. DSA has no authority under the Act to
ordertheclosingof any school building. However, if requested
by the school district or on DSA's own volition, DSA shall
examine and report on the safety of structural aspects of any
school building that appear to be deficient. The report shall
state in writing to the school board whether or not the investi-
gated structural aspects of the building are in compliance with
the code inefTectatthetimeof construction, and shall also state
whetheror not the building is safe for school use, (See Sections
4-345 and 4-346.)
Aulhority: Education Code Sections 173 10 and H1I42.
RcFtrtncc: Education Code SeclLons I73II andEII43.
HISTORY:
I. (OSA/SS 1/92) Regular order by Ihe Office of llie Slate Archi-
tecl'Stmclural Safety Seclion to amend Section 4-311, Pan 1 . Title 24,
C.C.R. Filed with ihe secretary of stale on December 15. \^^2- effec-
tive July 1. 1993. Approved by the California Building Standards Com-
miss^ion on December 9. 1 992.
4-312- Demolition. Demolition is the entire razing or destruc-
tion of a school building or a school building unit. It is not nec-
essary to secure the approval of DSA for such demolition. It is
the responsibility of the school board to notify DSA of such
demolition.
Approval by DSA is required for any partial demolition of
existing buildings or any demolition which is part of a recon-
struction, rehabilitation, alteration or addition.
Aulhority: Education Code Sections 173 10 and HI 142.
Reft rt nee: Education Code Seclion^ 173 10 and El 142.
HISTORY:
I. {OSA/SS 1/92] Regular order by Ihe OtTice of tlie Slate Archi-
tect 'Stmclura I Safelv Seclion lo amend Seclion 4-3 1 2. Pari I , Tille 24,
C.C.R. Filed with ihe secretary of stale on December 15, 1992; effec-
tive July 1, 1993. Approved by the California Building Standards Com-
mission on December 9, 1 992.
ARTICLE 2
DEFINITIONS
4-'313- General. The words defined in Section 4-3J4 shall have
the meaning slated therein throughout Ihe regulations con-
tained in Part 1. Section 4-300, et. seq, Title 24, CCR.
Auchoritv: Education Code Sections 173 10 and S1I42.
Reference: Educalion Code Seclion? I72S3. SI 130, Rl 131 and SI 529.
HISTORY:
I. (OSA/SS 1/92) Regular order by Ihe OtTice of the Slate Archi-
tecl/Stmclural Safety Section to amend Section 4-313, Part 1, Tille 24,
C.C.R. Filed with ihe secretary of stale on December 15, 1992; effec-
tive July 1. 1993. Approved by the California Building Standards Com-
Tni*J!iion on December 9, 1992,
4-314. Definitions.
ACT shall mean the Field Act, Sections 17280-17316 and
8 1 130-81 147, inclusive of the Education Code.
ADDITION as thai term is used in these regulations shall
mean an increase in floorareaor volume of enclosed space that
is structurally attached to an existing certified building by con-
nections which are required for transmitting vertical or hori-
zontal loads between the addition and the existing structure. An
addition which is not required to be structurally attached either
for its own support or for support of the existing building shall
beseparatedasrequiredby Part 2. Title 24, C.C.R. , and shall be
deemed to be the construction of a new school building as that
term is used in Sections 17280 and 81130 of the Act.
ALTERATION is a change within or lo an existing building.
The relocation or moving of an existing certified school build-
ing is considered to be an alteration requiring filing of the plans
and specifications with, and certification by. DSA.
APPROVED PLANS AND SPECIFICATIONS as used in
these regulations shall mean plans, specifications, addenda,
change orders and other documents which have been duly
approved by DSA pursuant to Sections 17295 and SI 133 of Ihe
Education Code. The plans and specifications shall be identi-
fied by a stamp bearing Ihe name "Division of the State Archi-
tect." the application number, initials of the plan reviewers and
date of stamping. The written approval as required by Section
17297, Education Code, shall not be issued until a copy of
plans and specifications bearing DSA's identification stamp is
on file at the Division of the State Architect The identification
stamp of DSA shall not be construed lo mean the written
approval of plans and specifications required by Section 4-3 1 8.
ARCHITECT shall mean a certified architect holding a valid
license under Chapter 3. Division 3, of the Cctlifornia Business
and Professions Code.
CERTIFIED BUILDING shall mean a building which was
constructed or reconstructed in accordance with Article 3 or 7
commencing with Sections 17280 and 81 130, respectively, of
the Education Code and with Ihe regulations in effect at the
time of their certification.
DIVISION OF THE STATE ARCHITECT or DIVISION,
or initials DSA, shall mean the Division of the Stale Architect
in the Department of General Services, State of California.
Approval, disapproval, orders and certificates of compliance
shall be issued directly by the State Architect who shall act for
the Department of General Services in carrying out Ihe provi-
sions of Ihe Act.
GARRISON ACT 0^39), Sections 17280-17316 and
81 160-81 192 of the Education Code, as amended, prescribes
the actions to be taken by school board members lo preclude
personal liability for the continued use of unsafe school
buildings.
2007 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE
33
SAFETY OF CONSTRUCTION OF PUBLIC SCHOOLS
GEOTECHNICAL ENGINEER shall mean a professional
engineer holding a certificate to use the title geotechnical engi-
neer, soil engineer or soils engineer under the law regulating
the practice of civil engineering comprising Chapter 7 of Divi-
sion 3, of the Business and Professions Code.
INSPECTOR shall mean any inspector duly approved by
DSA for a particular project. The project inspector shall be
responsible for inspecting all work included in the project,
except inspection performed by a special inspector An assis-
tant inspector assists the project inspector in completing
administrative and inspection duties. A special inspector is a
specially qualified person utilized where required by code, to
inspect specific aspects of the work, and shall be respotisible
only for inspecting the work for which the special inspector has
been approved.
MAINTENANCE shall mean and include ordinary upkeep or
repair work such as replacements in kind, repainting, replaster-
ing and reroofing. Reroofing shall be limited to one additional
application and shall include an examination of the structural
elements of the roof, walls, ceilings and all other elements
which may have suffered deterioration from moisture resulting
from roof leaks. Maintenance shall not include work, other
than repainting, on structural framing nor include the replace-
ment of large mechanical, electrical or plumbing units or
systems.
NEW SCHOOL BUILDING shall mean any newly erected
school building and/or existing owned, leased or purchased
building converted to school use and certified by DSA.
NONCONFORMING BUILDING is a building that has not
been certified by DSA as a school building.
NONSTRUCTURAL ALTERATIONS shall mean only
such alterations as do not affect the structural safety of the
school building and that do not change, in any manner, its struc-
tural elements.
OFFSITE LOCATION is a building designated by the gov-
erning board to be used for less than full-time instruction in
educational programs which require such offsite facilities in
order to fulfill the objectives of the programs. Such designated
buildings shall not be located on, or adjacent to, a school site
and its primary use shall be for other than public school pur-
poses. The designation of off-site location is subject to review
by DSA. (See Education Code Section S 1 529. )
PLANS as used in these regulations shall mean the drawings
associated with the project such as, but noi limited to, vicinity
maps, site plans, foundation plans, floor plans, ceiling plans,
roof plans, cross sections, interior elevations, exterior eleva-
tions and details.
PROFESSIONAL ENGINEER as used in these regulations
shall mean an engineer holding a valid certificate under Chap-
ter 7, Division 3, of the Califoiuia Business and Professions
Code^ in thai branch of engineering which is applicable.
PUPILS as used in these regulations shall mean persons who
are performing a required activity or entering a building by vir-
tue of being a pupil enrolled in an elementary or secondary
school district or a community college district.
RECONSTRUCTION is ihe repair of damage to an existing
certified school building.
REGISTERED ENGINEER as used in these regulations
shall mean a structural engineer or a professional engineer as
defined in this section.
REHABILITATION is Ihe retrofitting of an existing
nonconforming building or a school building conforming to
earlier code requirements to bring the building, or portion
thereof, into conformance with the safety standards of the cur-
rently effective regulations, Pans 2, 3, 4, 5, 6, 1, 8, 9 and 12,
Title 24. C.C. R.
RELOCATABLE BUILDING is any building with an inte-
gral floor structure which is capable of being readily moved.
(See Education Code Section 17350.) Relocatable buildings
that are to be placed on substandard foundations not complying
with the requirements of Part 2, Title 24, C.C.R.. require a
statement from the school district stating that the durability
requirements for those foundations may be waived and
acknowledging the temporary nature of the foundations.
RELOCATION shall mean Ihe physical moving of any certi-
fied building either as a single unit or in parts form its original
location to a new location on the same campus oron a different
campus. Relocation of a building requires the approval of
DSA.
RETROFIT is the construction of any new element or system,
or the alteration of any existing element or system required for
the rehabilitation of the building.
SCHOOL BOARD shall mean and include district Boards of
Trustees, city Boards of Education and other appropriate
authorities for which any school building used or designed to
be used for elementary or secondary school or community col-
lege purposes is to be constructed, reconstructed, altered or
added to by theslate, orby any cotinty, city, city and county, or
otherpoliticalsubdivision, or by any school or community col-
lege district of any kind or character within the state, or by the
United States government, or any agency thereof
SCHOOL BUILDING as defined in Sections 17283 and
SI 130.5 of the act is interpreted to include all structure and util-
ity systems or facilities necessary to the complete functioning
of the structures, used or designed to be used for instructional
purposes, or intended to be entered by pupils or teachers for
school purposes, or structures operated as school units, the fail-
ure of which would endanger ptipils or teachers on school
grounds or in school buildings. {See Section 4-3 10 for teacher
residences.) "School Building" is also defined to include
dwellings, including utility systems or facilities necessary to
the complete functioning of the dwellings, used by pupils,
teachers and school employees, that are part ofa campus where
the primary use is for school purposes.
The following are not considered to be school buildings but
may be submitted separately or may be included in the plans
and specifications for a school building project and will be
checked under the provisions of the Act if submitted by the
school district: one-story buildings not over 250 square feet in
area when used exclusively as accessory facilities to athletic
fields {equipment storage, toilets, snack bars, ticket booths,
etc.); greenhouses, barns and materials or equipment storage
34
2007 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE
SAFETY OF CONSTRUCTION OF PUBLIC SCHOOLS
sheds, used exclusively for pianl or animal production or pro-
teciion and not used for classroom instruction (small groups of
pupils and teachers may enter these structures for short periods
of time): lighting poles less than liS feet above the grade,
antenna lowers less than 35 feet above the grade or less than 25
feet above a building roof line, retaining walls less than 4 feet
above the top of foundations and not supporting a surcharge,
concrete or masonry fences less than 6 feet above adjacent
grade, ballwalls or yard walls less than 6 feet above adjacent
grade, signs, scoreboards or solid-clad fences less than 8 feet
above adjacent grade, bleachers and grandstands five rows of
seats or less above grade; playground equipment; flagpoles
less than 35 feet above grade: open-mesh fences and baseball
backstops; trailer coaches; and ""temporary -use" buildings as
defined below.
Buildings and other structures constructed by students that
upon completion of construction will not be used for school
purposes and will not be entered by pupils or teachers are not
considered school buildings and shall not be checked under the
provisions of the Act. These student-constructed buildings
shall not remain at the school site more than 90 days following
completion, unless the building meets all the requirements of
Section 4-3 10. "School Building" in a complex operated by the
state for correctional or forestry purposes shall include only
those structures used or designed to be used for elementary or
secondary school instruction or community college instruc-
tion. Living units, dining areas, administration buildings or
structures used for support services in such correctional or for-
estry complexes shall not be considered school buildings for
purposes of Field Act requirements.
STRUCTURAL ENGINEER as used in these regulations
shall mean a professional engineer holding a valid certificate to
use the title structural engineer under the law regulating the
practice of civil engineering comprising Chapter 7 of Division
3 of the Business and Professions Code, relating to profes-
sional engineers.
TEACHERS as used in these regulafions shall mean persons
who are perfonning a required activity or entering a building
by virtue of being teachers employed by an elementary or sec-
ondary school district or a community college district.
TEMPORARY-USE BUILDING is any community college
building for which the intended use by the school district at the
time of entering into a lease contract or agreement is not for
more than three years from the date of first occupancy.
TRAILER COACH is a building that confonns to the require-
ments of Part 2 (commencing with Section 18000) of Division
13 of the Health and Safely Code and is not expanded or fitted
together to form a unit greater than 16 feet in width and is used
for special education purposes for not more than 12 students at
one time.
Exception: Trailer coaches may be used for not more than
20 students at a lime for driver training purposes.
WAIVER OF DURABILITY refers to a waiver, as may be
requested by the school district, of certain durability require-
ments of Pan 2, Title 24 for foundations of relocatable
buildings.
Auchoritv: Educahon Code Seclions 1 73 10 and SI 142.
Reference: Eduction Code Sections 1 7230, 17283, 17405. S 1 1 30, SI 13 1 and
R1529
HISTORY;
1. (OSA/SS 1/9?) Regular order by the Office ol ihe Slale ArchU
tect/Stmclural Safety Section to amend Section 4-314, Part 1, Title 24,
C C.R. Filed with ihe siecrelary of stale on December 15. 1992; effec-
II ve July 1. 1993. Approved by the California Building Standards Cnm-
mission on December 9, 1992.
ARTICLES
APPROVAL OF DRAWINGS AND SPECIFICATIONS
4-315. ApplicRtion for approval of drawings and specifica-
tions.
(a) General. Before awarding a contract or commencing
with construction of a school building project, the school board
shall submit an application to the Division of the State Archi-
tect and obtain written approval of the plans and specifications
for any of the following:
1. The construction of any new school building, or reha-
bilitation of or addition to any existing school building.
School building is defined in Section 4-3 1 4.
2. The reconstruction or alteration of an existing school
building if the estimated cost exceeds S25,000. (See
Section 4-30S and 4-309.)
3. The lease or purchase of any relocatable building
except where occupied as a temporary-use building.
Exception: The school board may award a contract
and commence construction of a ''relocatable build-
ing" of a type previously approved by DSA under
emergency conditions and with concurrence by DSA.
These structures shall not be placed on a school site
until the plans and specifications for the site work
have been approved by DSA.
4. The extension of a lease for a ''temporary-use'* building
for more than three years from the date of first
occupancy.
5. The rehabilitation of a nonschool building to use as a
"school building." (See Sections 4-306 and 4-307.)
It is not necessary to secure approval for maintenance work
on school buildings, in accordance with Sections 4-30S and
4-309. See Section 4-3 14 for the definition of ''maintenance."
(b) Filing. A separate application shall be submitted !o DSA
for each school building or group of school buildings on each
school site. In the event that a number of school buildings, on
various and separate sites, are to be constructed from the same
plans and specifications, only one application shall be
required, provided thatall buildings are constructed at the same
time and within the same school district. The application shail
be submitted on Form DSA-l, Application for Approval of
Plans and Specifications. DSA forms are available on the
Internet at www.dgs.ca.gov/dsa, or at any of the DSA regional
offices. The application shall contain a project name for the
schoolbuildingor group of buildings, the name of the architect
or registered engineer in general responsible charge of the
work, the names of the architects or registered engineers who
have been delegated responsibility for portions of the work
(see Section 4-316). the estimated cost of the project and all
such other information as is requested thereon.
2007 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE
35
SAFETY OF CONSTRUCTION OF PUBLIC SCHOOLS
(c) Delayed filing. In case the plans and specifications for
the reconstruction oralterationof any school building have not
been submitted to DSA under the iissumption that the cost will
not exceed S25,000, the school board shall, if the bids which
are received indicate that the cost will be in excess of 525,000,
delay letting a contract until such time as the plans and specifi-
cations have been submitted and the approval by DSA
obtained. The contract or contracts, when made, shall be based
on the duly approved plans and specifications.
Auchority: Education Code Sections 17310 and SI 142.
Rcferoncc:EducalionCodeSeclio]]sl7295, 17297, 17302.31 133 and SI I3S.
HISTORY:
\. {OSA'SS 1/92) Regular order by Ihe Office oi the Slate Archi-
tect 'Stmclura I Safely Seclion lo amend Seclion 4-3 1 5. Pari I , Tille 24,
C.C.R. Filed with ihe secretary of stale on December 15. \^^2- effec-
tive July ], 1993. Approved by the Calilornia Building Standards Com-
mission on December 9, 1992.
4-316. Designation of responsibilities.
(a) General responsible charge. For every project there
shall be an architect or struciural engineer in general responsi-
ble charge of the preparation of the plans, specifications and
observation of the work of consirucfion, except that where
plans, specifications or work of construction for alterations or
repairs do not involve architectural or structural changes said
plans, specifications and observation of the work of construc-
tion may be under the responsible charge of a professional
engineer qualified to perform services and registered in that
branch of engineering applicable to the work,
A project may be divided into parts, provided that each part
isclearlydefinedby a building or similar distinct unif The part,
so defined, shall include all portions and utility systems or
facilities necessary to the complete functioning of that part.
Separate assignments of general responsible charge may be
inade for the parts.
(b) Delegation of responsibility. The architect or structural
engineer in general responsible charge may delegate responsi-
bility for any portion of the work to, or may employ or retain,
other architects or registered engineers. No delegation to, or
employment or retention of others shall be construed as reliev-
ing the architect or structural engineer in general responsible
charge of his or her rights, duties and responsibilities under
Sections 17302 and 81 138 of the Education Code and Sections
4-336, 4-341 and 4-344 of these regulations. Whenever an
engineer or architect has accepted delegation for the design of
portions of the plans and specifications, that same engineer or
architect shall observe the construction of the same portions of
the design.
Subject to the provisions of the immediately precedent sen-
tence, the architect or structural engineer in general responsible
charge shall employ orretain, underhis or her supervision, pro-
fessional engineers registered in the applicable branches of
engineering to design and observe the construction, including
the making of verified reports {see Section 4-336), of Ihe
mechanical and electrical portions of the work, but this require-
ment for observation of construction may be waived when spe-
cial mechanical and electrical inspection is provided in
accordance with Section 4-333 (c), where the elements of the
mechanical and electrical portions of the work will not be sig-
nificant to the safety of the building or its occupants.
(c) Assumption ot responsibility. The architect or regis-
tered engineer who submits for approval plans and specifica-
tions for any project or portion of a project which have been
prepared by others shall assume responsibility for the safety of
design of the completed construction and for Ihe interpretation
of and any necessary amplification of the plans and specifica-
tions of the project. The responsible architect or engineer shall
stamp and sign all original tracings or all copies of plans sub-
mitted for approval to indicatehisor her assumption of respon-
sibility or may in lieu thereof stamp and sign and submit plans
prepared under his or her own charge. [See Section 4-317 (hj
for other signatures.]
When an architect or registered engineer accepts the respon-
sibility for completion of a projecl or portion of a project reUn-
quished by another, that architect or registered engineer
thereby assumes responsibility as follows:
1 . If the relinquishment occurs prior to the completion of
the design documents, all responsibility shall be
assumed. (See first paragraph of this subsection for pro-
cedure.)
2. If Ihe relinquishment occurs after the design drawings
and specifications have been completed and approved
by DSA. the assuming architect or registered engineer
shall be responsible for the construction of Ihe project
in accordance with the design of the relinquishing
architect or engineer The asstiming architect or regis-
tered engineer shall assume responsibility for the inter-
pretation of and any necessary amplification of Ihe
plans and specifications and shall stamp and sign any
such documents prepared for that purpose.
(d) Acceptance of responsibility. The assumption of gen-
eral responsible charge or of delegated responsibility shall be
clearly oullined, accepted and approved by Ihe parties con-
cerned, including the school board. Form DSA- 1, Application
for Approval of Plans and Specifications, provides for Ihe com-
mon conditions of delegation of responsibility: but for tintisual
cases, or for changes in responsibility laking place after Ihe
plans have been submitted for approval, the delegation of
responsibility, acceptances and approvals thereof, shall be sub-
mitted in letter form, which shall include an indication that Ihe
school board has been notified.
(e) Evidence of responsibility. The stamp and signature of
the architect or registered engineer on a plan, specification or
otherdocument shall be deemed evidence that full responsibil-
ity is assumed by the signatory for Ihe work shown thereon,
including also those portions of Ihe accompanying compu-
tations, specifications or plans which pertain lo such work,
unless express notice of disclaimer of responsibility is given
in writing to DSA prior lo the approval of Ihe plans and
specifications.
(f) Alternates. The applicant, or the architect or registered
engineer having general or delegated responsibility, may name
one or more persons to act as alternate(s) for the design and/or
observation of ihe work of construction, provided such persons
are architects or registered engineers who themselves are quali-
fied under these rules and regulafions to assume the responsi-
bility assigned.
36
2007 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE
SAFETY OF CONSTRUCTION OF PUBLIC SCHOOLS
Alternates may be named on Form DSA-i, Application for
Approval of Plans and Specifications, or in letter fonn. Letter
fonns shall be submitted prior to performance of work by the
alternate and shall include an indication that the school board
has been notified.
Aulhority: Education Code Seclioiis 173 10 and H1I42.
Reftrtncc: Edticalion Code ScclionE 1 7302 and 8LL38.
HISTORY:
I. (OSA/SS 1/92] Regular order by Ihe Office oi the Slate Archi-
tecl/Slmclural Safely Seclion lo amend Section 4-3 1 6. Pari 1, Tille 24.
C.C.R. Filed with ihe secretary of stale on December 15, 1992; effec-
tive Ju[> 1. 1993. Approved by the California Building Standards Com-
mi4!iion on December 9. ]'}'}2.
4-317. Plans^ specificalions^ calculations and other data.
(a) General. When an application for approval of plans and
specifications is filed, it shall be accompanied by three com-
plete sets of the plans and specifications, a copy of the struc-
tural design calculations, the site data and a fee payment
calculated on the estimated cost. The three complete sets of
plans and specifications include the set required by Section
5-103 ofTitle24, Part I, California Code of Regulations. (See
Section 4-320.)
(b) Plans.
i. Plans shall designalethe use or occupancy of all parts of
the school buildings and shall give such other informa-
tion as may be required to indicate the nature of the
work proposed and to show compliance with the act and
these regulations. The plans shall be legible and suffi-
ciently detailed and cross-referenced to show clearly
the pertinent features of the construction, and shall have
sufficient dimensions to be readily interpreted. Where a
project includes several school buildings, the plans for
each shall be drawn independently except that details
common to all need not be repeated.
The architect or engineer in general responsible
charge or the professional engineer delegated responsi-
bility for the design of the structural system of the pro-
ject shall design and detail the anchorage and bracing of
nonstructural elements. The details for the bracing and
anchorage of nonstructural elements shall be shown on
the drawings adjacent to the nonstructural elements to
which they apply.
2. Plans and specifications which when submitted are
obviously incomplete or incorrect, shall be returned to
the designer with a request for compliance with these
regulations before checking is started by DSA.
(c) Specifications. Specifications shall completely set forth
the requirements for the various types of materials that will
enter into permanent construction and shall describe the meth-
ods not covered in the technical regulafions which are to be
used to obtain the required quality of the work shown on the
plans as described in the specifications.
Due to the difficulty of anticipating every unsatisfactory
condition that might be found in existing construction where
alteration, rehabilitation or reconstruction work is proposed,
the following clause or one of similar meaning shall be
included in all specifications for alteration, rehabilitation or
reconstruction projects:
*The intent of these drawings and specifications is that the
work of the alteration, rehabilitation or reconstruction is to
be in accordance with Title 24, California Code of Regula-
tions. Should any existing condifions such as deterioration
or noncomplying construction be discovered which is not
covered by the contract documents wherein the finished
work will not comply with Title 24, California Code of Reg-
ulations, a change order, or a separate set of plans and speci-
fications, detailing and specifying the required repair work
shall be submitted to and approved by DSA before proceed-
ing with the repair work.''
(d) Design calculations. Calculations, stress diagrams and
other pertinent data shall accompany the plans and specifica-
tions and shall be sufficiently complete so that capacifies for
individual structural members and their connections can be
verified without additional calculations. All assumptions used
in the calculations and their bases shall be stated. The calcula-
tions shall beprefacedby a statement clearly and concisely out-
lining the basis for the structural design and indicating the
manner in which the proposed school building will resist verti-
cal loads and horizontal forces.
The calculations shall be sufficiently complete to establish
that the structure will resist the loads and forces prescribed in
Part 2, Title 24, C.C.R. Assumed safe bearing pressures on
soils and specified strengths of concrete shall be given in calcu-
lations and noted on plans. Where unusual conditions occur,
such additional data as are pertinent to the work shall be
submitted.
(e) Site data. Site data for all school sites shall include a soil
investigation report including subsurface site work, laboratory
testing, an evaluation of site soil conditions, a recommendation
for the type of foundations to be used and an allowable design
value for the soil-bearing capacity.
For new school sites located inanAlquist-Priolo Earthquake
Fault Zone or a Seismic Hazard Zone or in the Safety Element
of the Local General Plan as described in Section 17212 of the
Education Code, a geologic and earthquake hazard report shall
be submitted with the application. The report shall include an
evaluation of both known and potentially active local and
regional fault systems and of slope stability and liquefaction
potential as hazards to school structures. In accordance with
Education Code Section 17212.5. DSA may require a similar
geologic and earthquake hazard study for a new school site out-
side of the boundaries of any special studies zone.
For existing school sites, DSA may require the District to
employ a California-certified engineering geologist in consul-
tation with a California-registered geotechnical engineer to
prepare a geologic hazards statement evaluating the potential
for geologic and earthquake damage for projects involving
alterations, rehabilitation, additions or new construction. A
geologic and earthquake hazard report as indicated above may
be required for existing sites in accordance with Sections
17212.5 and 81033.5 of the Education Code. Geologic hazard
reports shall include an evaluation of poteiUial for damage due
to flooding.
No school building shall be constructed, rehabilitated,
reconstructed or relocated within 50 feet of the trace of an
2007 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE
37
SAFETY OF CONSTRUCTION OF PUBLIC SCHOOLS
active fault, which has experienced surface displacement
within Holocene time (approximately 1 1 ,000 years).
(f) Estimates of cost. Esiimates of cost shall be based on the
cost prevailing at the time the plans and specifications are sub-
mitted to DSA. The estimated cost of a project shall be
increased as necessary to include the estimated cost of every
alternate building or portion thereof shown on the plans or
specifications as if each alternate building and portion were to
be constructed separately and simultaneously.
When a contract amount, or the cumulative total of two or
more contract amounts, exceeds the estimated cost by more
than 30 percent, the estimated cost may be revised. An addi-
tional feejfrequired, based on the revised estimated cost of the
revision shall be paid before proceeding with the work. When
the actual cost of constructing all the work shown on the
approved plans is less than 70 percent of the estimated cosL a
refundofoverpaidfeesmay be claimed. (See Section 4-322 for
actual cost and Section 4-325 for billing for further fees.)
(g) Deferred approvals. Only where a portion of the con-
struction cannot be adequately detailed on the approved plans
because of variations in product design and/or manufacturer,
the approval of plans for such portion, when specifically
accepted by DSA, may be deferred until the material suppliers
are selected, provided the following conditions are met:
!. The project plans clearly indicate that a deferred
approval by DSA is required for the indicated portions
of the work prior to fabrication and installation.
2. The project plans and specifications adequately
describe the performance and loading criteria for such
work.
3. Anarchitector registered engineer stamps and signs the
plans and specifications for the deferred approval item.
The architect or engineer in general responsible charge
of the design of the project shall submit the plans and
specifications for the deferred approval item to the
enforcement agency, with notation indicating that the
deferred approval documents have been found to be in
general conformance with the design of the building.
4. Fabrication of deferred approval items shall not begin
without first obtaining the approval of plans and speci-
fications by DSA.
(h) Signatures required. All original tracings for plans,
except those plans for deferred approval items and the original
cover sheet for the specifications submitted for approval shall
bear the stamp and signature of the architect or professional
engineer in general responsible charge of design of the project.
In addition, when responsibility for a portion of the work has
been delegated, the original tracings for plans and the original
cover sheet for the specifications covering that portion of the
design shall also bear the signature and stamp of the responsi-
ble professional engineer or architect to whom the work has
been delegated.
Aulhority: Education Code Seclioiis 17310 and Hi 142.
Reftrtncc: Education Code Scclions 17299, 17212, 17212.5.81135.81033
aiidMI033.5.
HISTORY:
I. (OSA/SS 1/92) Regular order by the Office of the Slate Archi-
tect/SLmclural Safely Section lo amend Section 4-3 1 7, Pari I , Tille 24.
C.C.R. Filed with ihe sieerelary of stale on December 15. 1992; effec-
tive July I, 1993. Approved bv Ihe California Building Standards
Commission on December 9. 1992
4''318. Procedure for approvRl of application and voidance
of application.
(a) General. After DSA has completed its check, of the docu-
ments submitted with the application, the checked prints of the
plans and specifications, with the items marked for corrections
and/or requests for additional information noted thereon, shall
be returned to the responsible architect or registered engineer.
When plans and/or specifications require extensive correc-
tions, a corrected set of prints of the plans and specifications
shall be submitted for review if requested by DSA.
When the requested corrections have been made and/or the
additional infonnation has been provided by the responsible
architect or registered engineer, an employee representative of
the architect or registered engineer shall return the check set of
plans and specifications along with the original plan tracings,
the corrected specification pages and specification master
cover sheet to DSA for backchecking. The backcheck is a com-
parison ofthe corrected plans and specifications with the check
set of plans and specifications and shall be accomplished by
either a conference between a knowledgeable employee repre-
sentative or the architect or registered engineer in general
responsible charge and the checking engineer, or by mail in the
case of minor corrections to which all parlies have agreed.
Changes in plans and specifications, other than changes nec-
essary for correction, made after submission for approval, shall
be brought to the attention of DSA in writing or by submission
of revised plans identifying those changes clearly at the time of
back-checking. Failure to give such notice may result in the
voidance of any subsequent approval given to the plans and
specifications.
All requested corrections shall be made, additional
requested information furnished or original design justified
prior to or at the time of the backcheck. When DSA deems that
the corrected plans and specifications comply with these regu-
lations and those parts of Title 24, CCR, that pertain to public
school construction, DSAshall place its stamp on the reproduc-
ible sheets of drawings and master cover sheet ofthe specifica-
tions. This stamp is affixed for purposes of identification only
and shall not be construed as authorization to let the construc-
tion contracts. See Section 4-3 1 8 (b). One set of prints of the
stamped plans and one set of prints ofthe stamped specifica-
tions shall be submitted to DSA immediately after stamping to
allow the written approval ofthe application to be issued.
(b) Approval of application. DSA shall issue to the school
district a letter approving the application for the project upon
receipt of the stamped file copies of the approved plans and
specifications. This letter shall constitute the "written approval
ofthe plans, as to safety of design and construction" required
by Sections 1 72^7 and 8 1 1 34. Education Code, before letting
any contract and the approval thereof in writing which must be
""had and obtained" before any valid contract may be made or
executed, (See Section 4-330 for time hmilations.)
(c) Voidance of application. Any change, erasure, alter-
ation or modification of any plans or specification bearing the
stamp of DSA may result in voidance of the approval of the
application. However, the "written approval of plans" may be
38
2007 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE
SAFETY OF CONSTRUCTION OF PUBLIC SCHOOLS
extended by DSA to include revised plans and specifications
after documents are submitted for review and approved. (See
Section 4-323 for revised plans and Section 4-338 for addenda
and change orders.)
The procedures leading to written approval of plans shall be
carried to conclusion without suspension or unnecessary delay.
At the discretion of DSA. the entire application may be voided
where either ( I ) prints from corrected plans or corrected origi-
nal plans are not filed for backcheck within 6 months after the
date of return of checked plans to the architect or engineer, or
(2) prints of the stamped plans and one set of stamped specifi-
cations are not submitted to DSA within 14 days after the date
shown on the stamp of identification, or (3) at the discretion of
DSA. any remaining unapproved portion of the application
may be voided when more than six months have elapsed since
the last approval of an increment has been issued, and subse-
quent incremental plans and specifications have not been
received by DSA for checking.
For voided applications. 30 percent of the paid fee will be
refunded; however, no refund will be allowed for projects upon
which only the minimumfeehasbeenpaid, or upon which only
a portion was voided.
Aurhority: Educaiion Code Seclions 173 10 and S1I42.
Reftrtncc: Edticalion Code Scclions 1 7295. 1 7297, 1 7307. g 1 133, SI 1 34 and
SI 140.
HISTORY:
I. [OSA/SS 1/92) Regular order by the Office ol the Slale Archi-
tect 'Stmclura I Safely Section to Eimend Section 4-3 1 S. Part I , Tille 24,
C.C.R. Filed with ihe siecretary of stale on December L5, L992; effec-
tive July 1. 1993. Approved by the California Building Standards Com-
mis-sion on December 9. 1 992.
4-319. Withdrawal of application. If a request is made by the
school board for the cancellation or withdrawal of the applica-
tion and return of the plans and specifications, together with the
paid fee, it will be granted only when the check of plains and
specifications has not actually started. If the checking of plans
and specifications has started, 30 percent of the paid fee will be
refunded orappliedto a new application for the same project.
No refund will be allowed for projects upon which only the
minimum fee has been paid. No refund will be allowed after a
contract has been lei for any portion of the work except as pro-
vided by Section 4-3 17 (0-
Auchorily: Education Code Sections 173 10 and S1I42.
Rcftrtnce: Ed uca I ion Code SeclionE 17295. 17300. SI 133 and B I 136.
HISTORY:
I. [OSA/SS 1/92) Regular order by the Office ol llie Slale Archi-
lecl/Slmclural Safety Seclion lo amend Seclion 4-3 T). Pan I, Title 24.
C.C.R. Filed with the siecretary of stale on December 15. 1992; elYec-
tive July 1. 1993. Approved bythe California Building Standards Com-
mission on December 9, 1 992.
ARTICLE 4
FEES
4-320- Fees. The fees required by Sections 17300 and 81136 of
the Education Code shall be in accordance with Section
4-32 1.1. The fee schedule in effect at the time of filing shall
apply throughout the duration of such application. A list of
prior fee schedules is available upon request from DSA. The
words ""filing fee"" mean the fee which shall accompany the
application, or as corrected pursuant to Section 4-3 1 7 ( 0^ ^^nd
the words ''further fee" mean the fee which shall be paid to
DSA if the actual cost exceeds the estimated cost by more than
5 percent. The application is considered to be received when ii,
accompanied by the plans and specifications, structural design
computations, other required documents and filing fee, has
been received by DSA, and the application number assigned.
Aurhorily: Education Code Sections 173 10 and SI 142.
Reference: Edueolion Code Seclion^ I7!i00 and SI 136.
HISTORY:
1. (OSA/SS 1/92) Regular order by the Office of ihe Slale ArchU
tecl/Stmclural Safety Section lo amend Section 4-320, Part 1, Title 24,
C C.R. Filed with ihe siecretary of stale on December 15. 1992; effec-
live July 1. 1993. Approved by the California Building Standards Com-
mission on December 9, 1 992.
4-32 L Fee Schedule 11. The filing fee for projects shall be 0.7
percent of the first SI, 000, 000 of estimated cost and 0.5 percent
on the excess of the estimated cost over SI, 000, 000, except that
the minimum fee in any case shall be £250.00.
If the actual cost exceeds the estimated cost by more than 5
percent, the further fee for such projects shall be equal to the
difference between the filing fee paid and the amount com-
puted under Fee Schedule 1 1 on the actual cost, the actual cost
being determined according to Section 4-322.
AulhoHly: Education Code Sections 173 10 and Hi 142.
Reference: Education Code Seclions 17300 and 8L L36.
HISTORY;
1. (OSA/SS 1/92) Regular order by the Office of the Slale Archi-
tect/Slmclural Safety Seclion lo amend Section 4-32 I.I, Part I. Title
24, C.C.R. Filed wilh ihe secrelary of stale on December 15. L992;
effective July 1 , 1 993. Approved by Ihe California Building Standards
CommisiSiion on December 9. 1992
2. [OSA/SS 1/92] Regular order by the Office of llie Slale Archi-
lect'Slmclural Safely Seclion to amend Seclion 4-321.2. Pan 1, Title
24, C.C.R. Filed with the secrelan' of state on December 15. 1992;
effective July I, 191^3. Approved by the California Building Standards
Commission on December 9. 19Q2.
4-322- Projcctcost. For purposes of determining fees, both the
estimated and actual costs of the project shall be the total outlay
for all work included in the approved plans and specifications
(exclusive of fees paid, but not recovered, for architectural,
engineering, inspection and testing services) regardless of
whether the funds are provided by the school district, by other
public or private agencies or by individuals. The cost shall
include any moving or relocation. In the event a building is
converted to school use (see Section 4-306) the cost shall
include the current replacement cost of the building. The cur-
rent replacement cost shall be computed by multiplying an
appropriate square foot cost by the total square foot area of the
building being converted to school use. If work is done in por-
tions the actual cost shall be detennined at the completion of
each contract. (See Section 4-325.)
The estimated cost and the fee based thereon shall not be
amended after plan check has started except as provided by
Section 4-317 (f) or for permissible increase in scope of pro-
ject. The scope of a project shall not be amended after bids for
allor part ofthe project are opened. No portion of the fee can be
returned after checking has been started except as provided by
Sections4-317(fl and 4-319.
Actual cost shall include all items which are normally con-
sidered to be contractor's operation costs such as district-fur-
nished labor and materials, bond, insurance and use of district
2007 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE
ag
SAFETY OF CONSTRUCTION OF PUBLIC SCHOOLS
facilities, and shall not be reduced by charge-backs such as
those for testing, inspection or overrun of contract time. All
fees and/or reimbursable charges paid ihe construction manag-
ers shall be included in the actual cost of construction. When
the contract for the work includes items not otherwise subject
to Ihe approval of DS A and not included in the approved plans
and specifications the actual cost shall include this work unless
such costs are segregated by separate bid items or by separately
priced items of change orders, or by a certified copy of a sub-
contractor's bid. Such segregation shall not be made by con-
tract price breakdown or estimates.
Auchority: Education Code Seclions 17310 and SI 142.
ReTcrcnFc: Edticalion Code Sections 17300 and El 136.
H [STORY:
1. Edilorial correction of printing error (Register S3, No. 45).
2. {OSA/SS 1/92) Regular order by the OfTice of the State Archie
tect/Stmclural Safely Section (o amend Section 4-322. Parll, Tille 24,
C.C.R. Filed with ihe siecrelary of stale on December 15. 1992; effec-
tive July 1, 1993. Approved by the Calilornia Building Standards Com-
mission on December 9, 1 992.
4-323. Revisions of plans and specifications. No additional
fee is charged upon submission of revisions to the approved
plans and specifications, provided that tbe entire matter is actu-
ally one transaction having to do with the same school building
and the revisions do not require substantial checking for safety
of design. If the original plans are abandoned and the plans and
specifications submitted in lieu thereof are in fact for a new
project rather than for an identical building, or where a modi-
fied set of plans is for an essentially different structural con-
cept, it is necessary that a new application be filed and fee paid.
This is regardless of the fact that the school building may have
the same name, be of the same general size, and be situated at
the same location as the school building for which the original
application was made.
Aurhonty: Education Code Seclions 17310 and SI 142.
Reference: Educolion Code Seclions 1 7300 and 8 1 1 36.
4-324. Examples and explanations of fee computation.
(a) Filing fee to accompany application.
Filing Fee under Schedule I I
Estimaled Cost S8,000
n.7% >; ss.ooo
S 56.00
Filing Fee is the minimum cliarge
S250.00
Filing Fee under Schedule 1 1
Estimaled Cost: S925.000.00
0,7% X S925,000
S6,475,00
Filing Fee under Schedule 1 1
EstiiTialed Cojit: £1,260,000,00
0.7%xSl,000,000
S 7, 000. 00
0,5% X S260,000
L300.00
S 8,3 00, 00
Correcled Estimate under Schedule 1 1
Estimated Cost on Application: S925,000.00
0.7%x S925,000 = S 6,475,00
Ist Conlrael 3700,000.00
2nd C on tract 525. 000. 00
Correcled Estimated Cost: $1,225,000.00'
0.7% X Sl.000,000 = S7,000.00
0.5% X 225.000 = 1,125.00
S. 125.00
Fee previously paid S6.475.00
Corrected filing fee due S 1 .S75.00
(b) Further fees wliere Ihe actual cost exceeds the esti-
mated or corrected estimated cost by more than 5 percent.
Fiiflher Fee under Schedule 1 1
Corrected Eslimaled Cost: Sl-225.000'
Actual Cost 51,352,740.50
0.7% X S1,000,000.00 = S7,000.00
0,5%x352J40.50 = 1,763,70
SS,763.70
Filing Fee Paid
0.7%xSl,000.000
0,5% X 225.000
51,225,000.00
(Exceeds 5925,000 by more than 30%)
S 7, 000.00
1,125.00
38,125,00
Further Fee = S 638,70
Auchority: Education Code Seclions 173 10 and SI 142.
Reference: Educalion Code Seclions 1 7300 and 8 1 1 36.
HISTORY:
1. (OSA/SS 1/92) Regular order by the Office ol ihe Slate ArchU
tecl/Stmclural Safely Section lo amend Section 4-324. Pari l.Tille 24,
C.C.R. Filed with ihe secretary of stale on December 15. 1992; effec^
tive Jul> 1. 1993. Approved by the Call lornia Building Standards Com-
mission on December 9, 1 992.
4-325- Billing for further fees. The district shall be billed for
further fees upon completion ofihe projector portionihereof if
fee i.s due. Claims for refunds of S5.00 or less due to errors in
co.st reporting or fee computation shall be made within six
months from date of billing.
Authority: Education Code Seclions 1 73 10 and SI 142.
Rtftrtnce: Educalion Code Seclions 1 7300 and 8 11 36.
4-326. Fees for approval of an evaluation and design crite-
ria report for rehabilitation of an existing nonconforming
building for use as a school building. A retainer fee of
£2000.00 shall be required with submittal of the pre-applica-
tion for a rehabililation project in accordance with Section
4-307(c). Fees incurred in excess of the retainer fee for DSA
review of the Evaluation and Design Criteria Report shall be
based on the established hourly billing rate of the Department.
Prior to approval of the EvaJuation and Design Criteria Report,
any additional fees incurred by DSA shall be fully paid. Any
unused portion of the retainer fees shall be returned to the
owner.
Authority: Education Code Seclions 17310.
Reference: Educalion Code Seclions I72S0.5.
HISTORY;
1. (DSA/SS (EF 02/03) Emergency adoption/approval ol' admin [t^lralive
and procedural requiremenis Ibr the adaptive reuse of" existing build-
ings for public school use^ CCR Tille 24, Pari 1. Approved ds emer-
gency by Ihe California Building Standards Commission on May 14,
2003, and filed wilh ihe Secretary of Slale on May 15, 2003. Effective
May 15,2003.
ARTICLE 5
CERTIFICATION OF CONSTRUCTION
4-330. Time of beginning construction and partial con-
struction. Construction work, whether for a new school build-
ing, reconstruction, rehabilitation, alteration or addition, shall
not be commenced, and no contract shall be let until !he school
40
2007 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE
SAFETY OF CONSTRUCTION OF PUBLIC SCHOOLS
board has applied for and obtained from DSA written approval
of plans and specifications. Construction shall be commenced
within one year after the approval of the application, otherwise
the approval may be voided. DSA may require that the plans
and specifications be revised to meet its current regulations
before a renewal of the voided approval is granted. Renewal
shall not be granted after a periodof four years beyond the ini-
tial date of the application approval. The school board may
complete all work or proceed with the construction of any part
of the work included in the approved plans and specifications
with the intent of completing the work later. All work done and
materials used and installed must be in accordance with and in
conformity to the approved plans and specifications.
An uncompleted building shall not be considered as having
been constructed under the provisions of Article 3 or 7 com-
mencing with Sections 17280 and 81130 of the Education
Code, respectively. Section 17372 of the Education Code
restricts the use of such a building.
Aurhority: Educahon Code Seclioiis 173 10 and SI 142.
Rercrcnct: EducalionCodc Scclion? I72S0. 17372 and Kl T30.
4-331- Notice of start of construction- The architect or regis-
tered engineer responsible for the project shall give DSA writ-
ten notification before construction is started. As soon as a
contract has been let. the architect or registered engineer shall
furnish to DSA on Fonn DSA- 1 02 the name and address of the
contractor, the contract price, the date on which the contract
was let and the date of starting construction (see Section
4-352), DSA forms are available on the Internet at
www.dgs.ca.gov/dsa, or at any of the DSA regional offices.
Aurhontj: Education Code Seclioiis 173 10 and SI I4Z.
Reference: EdiicaUon Code Seclion? I72S0, 17295, 31 130 and SI 133.
HISTORY:
1. [OSA/SS 1/92) Regular order by the Office ol the Slale Archi-
tect 'Stmclura I Safety Section to amend Section 4-331, Part 1, Title 24,
C.C.R. Filed with the siecrelary of stale on December 15, 1992; effec-
tive July 1, 1993. Approved by the California Building Standards Com-
miPShion on December 9. 1992.
4-332. Notice of suspension of construction.
(a) When construction is suspended for more than two
weeks, the project inspector shall notify DSA [see Section
4-336 (c) 4].
(b) Ifall construction is suspended or abandoned for any rea-
son for a continuous period of one year following its com-
mencement, the approval of DSA shall become void. DSA may
reinstate the approval on the request of the school board.
Aulhority: Education Code Sections 173 10 and filI42.
Reft rt nee: Education Code SeclionE 1 73 10 and El 142.
HISTORY:
1. (OSA/SS 1/92) Regular order by the Office ot the Slate Archi-
tecl/SLmclural Safely Section lo amend Section 4-332. Pari I , Tille 24.
C.C.R. Filed with ihe secretary of slale on December 15. 1992; effec-
tive July 1. 1993. Approved by the California Building Standards Com-
mission on December 9. 1992.
4-333. Observation and inspection of construction.
(a) Observation by architect or registered engineer. The
Act provides that the observation of the work of construction,
reconstruction, rehabilitation, alteration or addition shall be
under the general responsible charge of an architect, structural
engineer, or under certain conditions a professional engineer
registered in that branch of engineering applicable to the work.
(See Section 4^16.)
A geotechnical engineer shall provide the observation for
placement of fills and shall submit verified reports.
(b) Inspection by project inspector. The school board must
provide for and require competent, adequate and continuous
inspection by an inspector satisfactory lo the architect or regis-
tered engineer in general responsible charge of observation of
the work of construction, toany architect or registered engineer
delegated responsibility for a portion of the work, and to DSA.
The cost of project inspection shall be paid for by the school
board. An inspector shall not have any current employment
relationship with any entity that is a contracting party for the
construction. An approved project inspector may be removed
and replaced if the work performed is not in conformance with
accepted inspection standards as determined by the school dis-
trict and the project architect and engineer with the concur-
rence of DSA.
For every project there shall be a project inspector who shall
have personal knowledge as defined in Sections 17309 and
81141 of the Education Code of all work done on the project or
its parts as defined in Section 4-3 1 6. No work shall be carried
on except under the inspection of a project inspector approved
by DSA. On large projects adequate inspection may require the
employment of one or more approved assistant inspectors. The
employment of special inspectors or assistant inspectors shall
not be construed as relieving the project inspector of his or her
duties and responsibilities under Sections 17309 and SI 141 of
the Education Code and Sections 4-336 and 4-342 of these reg-
ulations. A project inspector shall, under the direction of the
architect and'or engineer, be responsible for monitoring the
work of the special inspectors and testing laboratories to ensure
that the testing program is satisfactorily completed.
The project inspector and any assistant inspector must be
approved by DSA for each individual project. An inspector
shall have had at least three years experience in inspection or
construction work on building projects of a type similar lo the
project for which the inspector is applying for approval. An
inspector shall not be less than 25 years of age. Prior to being
eligible for approval, any project inspector or any assistant
inspector must also be DSA-certified.
An inspector becomes DSA-cerlified by successfully com-
pleting a written examination administered by DSA. The
examination measures the applicant's ability to read and com-
prehend construction plans as well as the construction, inspec-
tion and testing requirements of the California Bt/ilJriig
Standards Code. Examinations are given in four classes. A
Class 1 certified inspector may be approved to inspect any pro-
ject. A Class 2 certified inspector may be approved lo inspect
any project, except a project containing one or more new large
structures with a primary lateral load-resisting system of steel,
masonry or concrete. A Class 3 certified inspector may be
approved to inspect projects containing alterations to approved
buildings, site placement of relocatable buildings and con-
struction of minor structures. A Class 4 certified inspector may
be approved lo inspect projects containing site placement of
relocatable buildings and associated side work.
2007 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE
41
SAFETY OF CONSTRUCTION OF PUBLIC SCHOOLS
DSA may charge an examination fee to recover reasonable
fees and costs. Application for approval of a project inspector
or assistant inspector shall be made on Form DSA-5 [see Sec-
tion 4-341 (d)]. DSA forms are available at any of the DSA
regional offices, or on the Internet at www.dgs.ca.gov/dsa.
(c) Special inspection. Special inspection by inspectors spe-
cially approved by DSA may be required on masonry construc-
tion, glued'laminated lumber fabrication, wood framing using
timber connectors, manufactured trusses, epoxy repair of wood
or concrete, concrete batching, shoicrete application, pre-
stressed concrete member fabrication or post-iensioning oper-
ations, structural steel fabrication, high-strength steel bolt
installations, shop and field welding, pile driving, electrical,
and mechanical work.
A special inspector may be required to be approved by DSA
for an individual project. Application for approval of a special
inspector shall be made on an Inspector's QLi^lification Form
(Form DSA-5) and submitted to DSA for review. A special
inspectorshallnotbe less than 25 years ofage, shall have had at
least three years ""experience in construction work or inspection
responsibilities on one or more projects similar to the project
for which the inspector is applying, shall have a thorough
knowledge of the building materialsof his or her specialty, and
shall be able to read and interpret plans and specifications.
DSA may require evidence of the proposed inspector's knowl-
edge and experience by successful completion of a written
and/or oral examination by the applicant before approval is
granted. DSA may charge a fee to administer such examina-
tions. DSA will maintain a list of special inspectors who have
successfully completed an examination by DSA. and contin-
ued eligibility to remain on that list will be dependent on dem-
onstrated acceptable performance of duties assigned.
The project inspector may perform special inspections if the
project inspector has been specially approved by DSA for such
purpose and has the time available to complete the special
inspections in addition to project inspection work.
The detailed inspection of all work covered by this section is
the responsibility of the project inspector when special inspec-
tion is not provided (see Section 4-342).
Where responsibility for observation of construction for
mechanical work and electrical work is not delegated to profes-
sional engineers registered in these particular branches of engi-
neering [see Section 4-316 (b)], special mechanical and
electrical inspection shall be provided.
DSAmay require special inspection for any shop fabrication
procedures that preclude the complete inspection of the work
after assembly. DSA may require special inspection at the site
in addition to those listed above iffound necessary because of
the special use of material or methods of construction.
Approved special inspectors shall submit in a timely manner
verified reports as required by Section 4-336 for the special
work covered.
Special inspectors shall periodically submit reports of
inspections to DSA, the design professional in general respon-
sible charge of observation, the structural engineer and ihe pro-
ject inspector.
Construction work that the special inspector finds not to be
in compliance with the approved plans and specifications, and
which is not immediately corrected upon notifying the contrac-
tor, shall be reported immediately to the project inspector,
DSA, the architect and the structural engineer.
The costs of all special inspection required by this subsec-
tion shall be paid for by the school board, but if so specified in
the contract documents the amount paid may be collected from
the contractor by the school board.
Aulhority: Education Code Sections 173 10 and HI 142.
Rtftrtncc: Educalion Code Seclions 172S0. 17309, 17311, SI 130. KI139.
31 Ml and SI 143.
HISTORY:
1. [OSA/SS 1/92) Regular order by the Office ol the Slate ArchU
tecl'Stmclural Safety Section to amend Section 4-333, Part 1, Title 24,
C.C.R. Filed with the secretary of stale on December 15. 1992; effec-
tive July 1. 1993. Approved by the California Building Standards Com-
mission on December 9, 1 992.
2. (DSA/SS 2/95) Regular order by the Division of the State Archilect/
Struclural Safety Section lo amend Section 4-333. Filed with Ihe secre-
tary of stale on Augu^il 14. 1996. becomes eflectlve September 13,
1996. Approved by ihe California Building Standards Commission on
March 19. 1996.
4-334. Supervision by tlic division of the state architect.
During construction, reconstruction, rehabilitation, repair,
alteration of. or addition to any school building. DSA. as pro-
vided by the Act, shall make such site visits as in its judgment
are necessary forproperenforcementof the Act and the protec-
tion of the safety of the pupils, the teachers and the public. If at
any time as the work progresses, prior to the issuance of the cer-
tification of compliance it is found that modifications or
changes are necessary to secure safety or to comply with code
requirements, DSA shall notify the responsible architect, or
responsible structural engineer and school district, of the
necessity for such modifications or changes.
Aulbority: Education Code Seclions 173 10 and SI 142.
Reference: EducatioD Code Sections I73II andEII43.
HISTORY:
I. (OSA/SS 1/92] Regular order by Ihe Office of tlie Slate Archi-
lecl/Stmclural Safety Section lo amend Section 4-334, Part 1. Title 24,
C.C.R. Filed with the secretary of stale on December 15, 1992; effec-
tive Ju[> 1. 1993. Approved by the California Building Standards Com-
missiion on December 9. 1 992,
4-334-1. Stop work order.
(a) Whenever DSA fmds any construction work being per-
formed in a manner contrary to the provisions of this code and
that would compromise the structural integrity of the building,
the Department of General Services. State of California, is
authorized to issue a stop work, order.
(b) The stop work ordershall be in writing and shall be given
to the owner of the property involved, or the owner's agent, or
the person doing the work. Upon issuanceof a stop work, order,
the cited work shall immediately cease. The stop work order
shall state the reason for the order, and the conditions under
which the cited work will be pentiitted to resume.
{c) Any person who continues working on the cited 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 subject to penalties as prescribed
by law.
42
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Aulbority: Educalion Code Seclious 17310 and SI 142.
Reference: Education Code Seclions 1 7307.5 and 8 1 1 33.5.
4-335, Tests,
(a) General. Tests of materials are required as sel forth in
these regulations. Whenever there is insulTicient evidence of
compliance with any of the provisions of this code or evidence
that any material or construction does not conform to ihe
requirements of this code, DSA may require tests as proof of
compliance to be made at no expense to DSA. Test methods
shall be as specified by this code or by other recognized and
accepted test standards. If there are no recognized and accepted
test methods for the proposed alternate, the architect or engi-
neer shall submit written test procedures for review and accep-
tance by DSA.
All tests shall be made by an approved agency. Where job
conditions warrant, the architect or registered engineer may
waive certain tests with the approval of DSA. A copy of the list
of structural tests and inspections prepared by the responsible
architect or structural engineer and acceptable to DSA shall be
provided to the designated testing agency and the project
inspector prior to the start of construction.
(b) Performance of Icsts. The school board shall, with the
advice of the architect or structural engineer, select a testing
agency acceptable lo DSA to conduct the required tests and
inspections for the project. The testing agency shall be directly
employed by the school board and not be in the employ of any
other agency or individual.
An acceptable testing agency shall have management, labo-
ratory and field supervisory personnel with at least five years
experience in the inspection and testing ofthe work and materi-
als of construction. The testing agency shall further have ade-
quate facilities, equipment and technical references to permit
the performance of inspections and testing incompliance with
applicable regulations and standards.
A letter of acceptance by DSA shall be issued to the testing
agency and shall stale that the testing agency has demonstrated
that it has met the criteria established by DSA for performance
ofthe inspection of work and testing of materials.
Test samples or specimens of material for testing shall be
taken by the architect or registered engineer, his or her repre-
sentative, the inspector or a representative of the testing
agency. In no case shall the contractor or vendor select the sam-
ple or specimens.
Sampling, preparation of samples and tests shall be in accor-
dance with the standards as provided for in the approved speci-
fications or in the applicable building regulations.
Where a sample has failed to pass the required tests the
architect or engineer, subject to the approvalof DSA, may per-
mit retest ofthe sampled material.
(c) Payments, The school board shall pay for all tests, but if
so specified the amount or a portion thereof may be collected
from the contractor by the school board. When in the opinion of
the architect or registered engineer, additional tesis are
required because ofthe manner in which the contractor exe-
cutes his or her work, such tests shall be paid for by the
schoolboard, but if so specified the amouni paid may be col-
lected from the contractor by the school board. Examples of
such tests are: tests of material substituted for previously
accepted materials, retests made necessary by the failure of
material to comply with the requirements ofthe specifications,
and load tests necessary because certain portions ofthe struc-
ture have not fully met specification or plan requirements.
(d) Test reports. One copy of all test reports shall be for-
warded to DSA. the architect, the structural engineer and the
project inspector by the testing agency within 14 days ofthe
date of the test. Such reports shall include all tests made,
regardless ofwhether such tests indicate that the material is sat-
isfactory or unsatisfactory. Records of special sampling opera-
tions as required shall also be reported. The reports shall show
that the material or materials were sampled and tested in accor-
dance with the requirements of these regulations and with the
approved plans and specifications. In the case of materials such
as masonry, concrete or steel, test reports shall show the speci-
fied design strength. All reports of test results shall also defi-
nitely state whether or not the material or materials tested
comply with requirements of the plans and specifications.
Reports of test results of materials not found to be in compli-
ance with the requirements ofthe plans and specifications shall
be forwarded immediately to DSA, the architect, the structural
engineer and the project inspector.
(e) Vcririeation of test reports. Each testing agency shall
submit to DSA at the completion of the testing program or
when required by DSAa verified report covering all ofthe rests
and inspections that were required to be made by that agency.
Such report shall be furnished any time that work on the project
is suspended, or services ofthe testing lab are terminated, cov-
ering the tests up to that time.
The verified report shall be signed, under penalty of perjury.
by the professional engineer charged with engineering mana-
gerial responsibility for the laboratory. The verified report shall
indicate that all rests and inspections were made as required by
the approved plans and specifications, and shall list any non-
compliant tests or inspections that have not been resolved by
the date ofthe verified report. In the event that not all required
tests or inspections were made by the laboratory making this
verified report, those tests or inspections not made shall be
listed on the verified report,
.'Vullioriry: Education Code Seclioiis 173 10 and SI 142.
Reference: Educalion Code Seclion? 1 7309 and S I 1 4 1 .
HISTORY;
1. (OSA/SS 1/921 Regular order by Ihe Office of tlie Slate Archie
tecl/Stmclural Safely Seclion lo amend Seclion 4-335. Pari I , Tille 24,
C.C.R. Filed with ihe secrelary of slale on December 15, 1992; effec-
tive July 1. 1 993.. Approved by the California Building Standards Com-
mi^Siion on December 9, 1952,
4-336- Verified reports.
(a) GcneraL Sections 17309 and 81141 ofthe Act require
that from time to time as the work of construction progresses,
the architect, structural engineer or professional engineer in
charge of observation of construction ofthe work, each archi-
tect or registered engineer delegated responsibility for a por-
tion of the work, the project inspector, approved special
inspectors, and the contractor shall each make and sign under
penalty of perjury, a duly verified report lo DSA upon a pre-
scribed form or forms, showing that of his or her own personal
knowledge the work during the period covered by the report
2007 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE
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SAFETY OF CONSTRUCTION OF PUBLIC SCHOOLS
has been performed and materialshave been used and installed
in every material respect in compliance with the duly approved
plans and specifications, and setting forth such detailed state-
ments of fact as shall be required.
The term "personal knowledge"" as applied to an architect or
registered engineer means the personal knowledge that is
obtained from periodic visits of reasonable frequency to the
project site for the purpose of general observation of the work,
andthatis obtained from the reporting ofothers on the progress
of the work, testing of materials, inspection and superinten-
dence of the work. The exercise of reasonable diligence to
obtain the facts is required.
The term "personal knowledge" as applied to an inspector
means the actual personal knowledge that is obtained from the
inspector's personal continuous inspection of the work in all
stages of its progress. For work perfonned away from the site,
the project inspector may obtain personal knowledge from the
reporting oftesting or special inspection of materials and work-
manship for compliance with approved plans, specifications
and applicable standards. The exercise of reasonable diligence
to obtain the facts is required.
The term ''personal knowledge" as applied to the contractor
means the personal knowledge gained from constructing the
building. The exercise of reasonable diligence to obtain the
facts is required.
(b) Report form. Verified reports shall be made on Form
DSA'6 by inspectors and contractors and Form DSA-6A/E by
architects and engineers. Form DSA-6A/E may be filed either
separately or jointly by architects and engineers. DSA forms
are available on the Internet at www.dgs.ca.gov/dsa, or at any
of the DSA regional offices.
(c) Required filing. Verified reports shall be made as fol-
lows:
L By each contractor having a contract with the owner, at
the completion of the contract.
2. By the architect, registered engineers, project inspector
and approved special inspectors at the completion of
the school building.
3. By the architect, registered engineers, project inspector
and contractor at the suspension of all work for a period
of more than one month.
4. By the architect, registered engineer, project inspector,
approved special inspector, or contractor whose ser-
vices in connection with the project have been termi-
nated for any reason.
5. At any time a verified report is requested by DSA.
Aulhority: Education Code Seclious 173 10 and HI 142.
Reftrtncc: Ed uca I ion Code ScclionE 1730^ and 81 141.
HISTORY:
I. [OSA/SS 1/92) Regular order by the Office ol the Slale Archi-
lect/Slmclural Safely Section lo amend Section 4-336, Pari I , Tille 24.
C.C.R. Filed with ihe siecrelary of stale on December 15, 1992; effec-
tive July 1. 1993. Approved by the California Building Standards Cons-
mission on December 9. 1 992.
4-337. Semimonthly reports. In addition to the verified
reports (Section 4-336) the project inspector shall make semi-
monthly reports of the progress of construction to the architect
or registered engineer in general responsible charge and the
structural engineer if delegated to observe the structural por-
tion of the construction. A copy of each such report shall be sen!
directly to the school board and directly to DSA.
Semimonthly reports shall state the name ofthe building, the
school and the school district, and give the file and application
numben The reports shall include a list of ofTicial visitors to the
project and whom they represent, a brief statement of the work
done, instructions received from the architect or registered
engineer during the period covered by the report and pertinent
information regarding any unusual conditions or questions that
may have arisen at the job. The semimonthly report shall
include problems or noncomplying conditions which have
occurred on the project and how ihey were resolved or brought
into compliance. Forms are not provided by DSA for semi-
monthly reports. Failure to comply with this sectionjn a timely
manner (seven days after reporting period), will be cause for
DSA to withdraw approval of the inspector
Aulhority: Education Code Sections 173 10 and Hi \A2.
RerprcnceiEdiLcalLDnCodeSeclLons I72S0. 17309, 17310.81 HO, SI 141 and
S1142.
HISTORY:
1. (OSA/SS 1/921 Regular order by the Office of tlie Slate Archi-
lecl/Slmclural Safely Section lo amend Section 4-337. Pari I . Tille 24,
C.C.R. Filed with ihe secretary of stale on December 15, 1992; effec-
tive Ju[> 1. 1993. Approved by the California Building Standards Com-
mission on December 9. 1 992.
4-338. Addenda and change orders.
(a) General. Work shall be executed in accordance with the
approved plans addenda and change orders. Changes in the
plans and specifications shall be made by addenda or change
orders approved by DSA. [See Section 4-3 IS (b).]
(b) Addenda. Changes or alterations of the approved plans
or specifications prior to letting a construction contract for the
work involved shall be made by means of addenda which shall
be submitted to and approved by DSA prior to distribution to
contractors. Original copies of addenda shall be stamped and
signed by the architect or engineer in general responsible
charge of preparation of the plans and specifications and by the
architect or registered engineer delegated responsibility for the
portion affected by the addenda. [See Section 4-317 (h).] One
copy of each addendum is required for the files of DSA.
(c) Change orders. Changes or alterations of the approved
plansor specifications aftera contract for the work has been let
shall be made only by means of change orders submitted to and
approved by DSA prior to commencement of the work shown
thereon. Change orders shall state the reason for the change and
the scope of work to be accomplished, and, where necessary,
shall be accompanied by supplementary drawings referenced
in the text of the change order. All change orders and supple-
mentary drawings shall be stamped and signed by the architect
or engineer in general responsible charge of observation of the
work of construction of the project and by the architect or regis-
tered engineer delegated responsibility for observation of the
portion of the work of construction affected by the change
order, shall bear the approval of the school board and shall indi-
cate the associated change in the project cost, if any. One copy
of each change order is required for the files of DSA.
(d) Preliminary change orders. In order to expedite con-
struction, preliminary change orders may be submitted to DSA,
44
2007 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE
SAFETY OF CONSTRUCTION OF PUBLIC SCHOOLS
Preliminary change orders shall meet all the requirements nec-
essary for a change order, with the exception of the approval of
the school board and the associated change, if any, in costs. The
preliminary change orderdoesnotrequire the stamp or seal, but
does require the signature of the architect or engineers. Work
may proceed in accordance with the approved preliminary
change orden
Aulhority: Education Code Sections 1 73 10 and SI 142.
Reftrtncc: Education Code Seclion^ 12927 and El 134.
HISTORY:
I. (OSA/SS 1/92] Regular order by Ihe OfTice oi the Slate Archi-
tect 'Stmclura I Safety Section to amend Section 4-33S, Pari 1, Title 24,
C.C.R. Filed with ihe secretary of stale on December 15, 1992; effec-
tive July 1. 1993. Approved by the CaLifomifl Building Standards Com-
mi^Srion on December 9.1')')2.
4-339. Final ccrlification of construction. The certification
of compliance by DSA for public school building projects will
be issued when the work has been completed in accordance
with the requirements as to safely of design and construction of
Sections 17280-17316 and 81130^81147 of the Education
Code. The certification of compliance will not be issued until
the owner has filed a notice of completion with DSA.
The certification by DSA may be evidenced either by letter
or by certificate. A certificate of compliance will, in general, be
issued only for large new projects where the board may desire
to display such certificate in a conspicuous place. The letter or
certificate of compliance will be directed to the school board.
Aulhority: Education Code Sections 173 10 and H1I42.
Reference: EditcoUon Code Sections 17310 and 8L 142,
HISTORY:
I. {OSA/SS 1/92] Regular order by Ihe Office of tlie Slate Archi-
lecl/Slmclural Safely Section lo amend Section 4-339. Pari I , Title 24.
C.C.R. Filed with the secretary of slate on December 15, \992\ effec-
tive July 1. 1993. Approved by the California Building Standards Com-
mi5!iion on December 9. 1 '}'}2.
ARTICLE 6
DUTIES UNDER THE ACT
4-34L Duties of Ihe architect^ structural engineer or profes-
sional engineer.
(a) General. The architect or professional engineer is
responsible to the school board and to DSA to see that the com-
pleted work confonns in every material respect to these regula-
tions and to the approved plans and specifications. (See Section
4-3 16.) The responsible architect or engineer may. if so autho-
rized, act as agent for Ihe school board in completing and sub-
mitting the application Form DSA-1 to DSA. (See Section
4-315.)
The architect or registered engineer in no way is relieved of
any responsibility by the activities of DSA in the performance
of its duties.
(h) General responsible charge. The architect, structural
engineer or professional engineer in general responsible
charge shall advise the school board in regard to filing of the
application for approval of plans, the selection of an inspector
and the selection of a testing laboratory. The responsible archi-
tect or engineer shall prepare plans, specifications, design cal-
culations and other data and shall prepare addenda and change
orders authorized by the school board and as required by condi-
tions on the project. The responsible architect or engineer shall
make, or cause to be made, the corrections required on the vari-
ous documents to comply with the requirements of these regu-
lations.
The responsible architect or engineer shall perform general
observation of the work of construction, interpret the approved
drawings and specifications and shall provide the project
inspector and testing agency with a complete set of stamped
plans, specifications, addenda and change orders prior to the
start o f con s I rue lion.
In general. DSA directs all technical correspondence to the
architect or registered engineer in general responsible charge
of the project.
(c) Delegated responsibility. An architect or registered
engineer to whom responsibility has been delegated shall,
under the general direction of the design professional in gen-
eral responsible charge, prepare plans, specifications, calcula-
tions and other data, and make corrections on these documents
as required to comply with these regulations. Such architect or
registered engineer shall consult with the design professional
in general responsible charge in the preparation of addenda and
change orders and the selection of inspectors and testing labo-
ratory. The architect or registered engineer shall indicate his or
her responsibility for the documents, which affect his or her
portion of the work and are presented to DSA for approval, by
his or her stamp and signature thereon. The architect or regis-
tered engineer shall observe the work of construction of his or
her portion of the project and shall consult with the design pro-
fessional in general responsible charge in the interpretation of
the approved drawings and specifications.
(d) .Approval of inspectors. The architect or registered
engineer in general responsible charge shall submit to DSA the
name of the person proposed as project inspector of the work,
together with an outline of his or her e.\perience and pertinent
qualifications on Fonn DSA-5, 10 days prior to the time of
starting construction work. The submittal of the Inspector's
Qualification Record for an assistant inspector, or when
required for a special inspector, shall be madea minimum of 10
days priorto the use of the assistant inspector or special inspec-
tor on the project. DSA fonns are available on the Internet at
www.dgs.ca.gov/dsa, or at any of the DSA regional offices.
The architect or registered engineer shall provide general
direction of the work of the project inspector and shall immedi-
ately notify the school board and DSA by letter if the project
inspector is found to be unable or unwilling to perform such
duties properly. This notification shall include a statement as to
whether the architect or registered engineer is recommending
that DSA withdraw its approval of the project inspector and
that the school board terminate the inspector's employment.
Upon concurrence by DSA with the recommendation of the
responsible architect or registered engineer the withdrawal of
the project inspector's approval is automatic and the inspec-
tor's duties and responsibilities for the project are ended.
In view of the architect or registered engineer's responsibili-
ties for directing the activities of the inspector, such architect or
registered engineer shall review and evaluate the inspector's
qualifications before recommending the approval of the
inspector to DSA.
2007 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE
45
SAFETY OF CONSTRUCTION OF PUBLIC SCHOOLS
(e) Report of contract. The architect or registered engineer
in general responsible charge shall repori contract information
and time of starling work to DSA. (See Section 4-331.)
(f) Verified reports. All architects and registered engineers
having responsibility for observation of the work of construc-
tion shall maintain such personal contact with the project as is
necessary to assure themselves ofcompliance in every material
respect wiih the approved plans and specifications and each
shall submit verified reports to DSA as required by Section
4-336. The architect or registered engineer in general responsi-
ble charge shall also require that the inspector's, the contrac-
tor's and the other architect's and engineer's verified reports
are submitted as required,
(g) Testing program. The architect or registered engineer in
general responsible charge shall establish the extent of the test-
ing of materials consistent with the needs of the particular
project (see Section 4-335) and shall issue specific instructions
to the testing agency prior to start of construction. He or she
shall also notify DSA as lo the disposition of materials noted
on laboratory reports as not conforming to the approved
specifications.
Aulhonty: Education Code Sections 1 73 10 and SI 142.
Reference: Education Code Sections 1 7302, 17309, l73IO,fiM3S, SI 141 and
SH42,
HISTORY:
\. {OSA/SS 1/92] Regular order by Ihe OfTice oi the Slate Archi-
tecl/SLmclural Safety Section lo amend Section 4-341, Pari 1. Title 24.
C.C.R. Filed with ihe secretary of stale on December 15. \^^2- elec-
tive July L 1993. Approved by the California Building Standards Com-
mission on December 9» 1992,
4^342. Duties of the project inspector.
(£i) General. The project inspector shall act under the direc-
tion of the architect or registered engineer. The project inspec-
tor is also subject to supervision by a representative of DSA.
(b) Duties. The general duties of the project inspector in ful-
filling his or her responsibilities are as follows:
\. Continuous inspection requirement. The project
inspector must have actual personal knowledge,
obtained by personal and continuous inspection of the
work of construction in all stages of its progress, that
the requirements of the approved plans and specifica-
tions are being completely executed.
Continuous inspection means complete inspection of
every part of the work. Work, such as concrete work or
masonry work which can be inspected only as it is
placed, shall require the constant presence of the
inspectorOthertypesof work which can be completely
inspected after the work is installed may be carried on
while the inspector is not present. In any case, the
inspector must personally inspect every part of the
work. In no case shall the inspector have or assume any
duties that will prevent the inspector from giving con-
tinuous inspection. DSA may require verification from
the project inspector of time spent at the construction
site during all phases of the work.
The project inspector may obtain personal knowl-
edge of the work of construction, either on-site or
off-site, performed under the inspection of a special
inspector or assistant inspector (Section 4-333), from
the reporting of others on testing or inspection of mate-
rials and workmanship for compliance with the
approved contract documents. The exercise of reason-
able diligence to obtain the facts shall be required.
2. Relations witli arcliitect or engineer. The project
inspector shall work under the general direction of the
architect or registered engineer and under the supervi-
sion of DSA. Any uncertainties in the inspector's com-
prehension of Ihe plans and specifications shall be
reported promptly to the architect or registered engi-
neer for interpretation and instructions. In no case shall
the instruction of the architect or registered engineer be
construed to cause work to be done which is not in con-
formity with the approved contract documents.
3. Job file. The project inspector shall keep a file of
approved plans and specifications (including all
approved addenda or change orders) on the job at all
times. The inspector, as a condition of employment,
shall have and maintain on the job at all times, Ihe edi-
tion of Title 24. Parts 1,2, 3, 4 and 5 referred to in the
plans and specifications.
4. Projectinspector'ssemimonthly reports. The project
inspector shall keep the architect or registered engineer
thoroughly infonned as to Ihe progress of the work by
making semimonthly reports in writing as required in
Section 4-337.
5. Notilications to DSA. The project inspectors shall
notify DSA at the following times:
A. When construction work on the project is started, or
restarted if previously suspended per Item D below.
B. At least 48 hours in advance of the time when foun-
dation trenches will be complete, ready for fooling
forms.
C. At least 48 hours in advance of the first placement of
foundation concrete and 24 hours in advance of any
subsequent and significant concrete placement.
D. When all work on the project is suspended for a
period of more Ihan two weeks.
6. Construction procedure records. The project inspec-
tor shall keep a record of certain phases of construction
procedure including, but not limited to. the following:
A. Concrete placing operations. The record shall
show Ihe lime and dale of placing concrete and Ihe
time and date of removal of fonns in each portion of
the structure.
B. Welding operations. The record shall include iden-
tification marks of welders, lists of defective welds,
manner of correction of defects, etc.
C. Penetration under the last 10 blows for each pile
when piles are driven for foundations.
All such records of conslruction procedure shall be
kept on the job until the completion of the work. These
records shall be made a part of the permanent school
records.
7. Deviations. The projecl inspector shall nolily the con-
tractor, in writing, of any deviations from the approved
46
2007 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE
SAFETY OF CONSTRUCTION OF PUBLIC SCHOOLS
plans and specifications which are not immediately cor-
rected by the contractor when brought to the contrac-
tor's attention. Copies of such notice shall be forwarded
immediately to the architect or registered engineer, and
to DSA.
Failure on the part of the project inspector to notify
the contractor of deviations from the approved plans
and specifications shall in no way relieve the contractor
of any responsibility to complete the work covered by
his or her contract in accordance with the approved
plans and specifications and all laws and regulations.
8. Verified report. The project inspector shall make and
submit directly to DSA verified reports (see Section
4-336).
The project inspector shall prepare and deliver to
DSA detailed statements of fact regarding materials,
operations, etc., when requested.
(c) Violations. Failure, refusal or neglect on the part of the
project inspector to notify the contractor of any work which
does not comply with the requirements of the approved plans
and specifications, or failure, refusal or neglect to report imme-
diately, in writing, any such violation to the architect or regis-
tered engineer to the school board, and to DSA shall constitute
a violationof the Act and shall be cause for DSA to lake action
which may result in the withdrawal of the inspector's approval.
Aulhority: Education Code Seclious 173 10 and S1I42.
Reftrtncc: Edticalion Code ScclionE 17309, 1731 LSI 141 and S 11 43.
HISTORY:
1. {OSA/SS 1/92) Regular order by Ihe Office oi llie Slale Archi-
lecl/Slmclural Safety Seclion lo amend Section 4-342, Pari I. Title 24.
C.C.R. Filed with ihe secretary ol stale on December 15, 1992: effec-
tive Jul> 1. 1993. Approved by the Caliibrnia Building Standards Com-
missiion on December 9. 1 9')2.
4-343. Duties of the conlrRctor.
(a) Rcsponsibililics. It is the duty of the contractor to com-
plete the work covered by his or her contract in accordance
with the approved plans and specifications therefore. The con-
tractor in no way is relieved of any responsibility by the activi-
ties of the architect, engineer, inspector or DSA in the
performance of such duties.
(b) Performance of the work. The contractor shall care-
fully study the approved plans and specifications and shall plan
a schedule of operations well ahead of time. If at any time it is
discovered that work is being done which is not in accordance
with the approved plans and specifications, the contractor shall
correct the work immediately.
All inconsistencies or items which appear to be in error in the
plans and specifications shall be promptly called to the atten-
tion of the architect or registered engineer, through the inspec-
tor, for interpretation or correction. In no case, however, shall
the instruction of the architect or registered engineer be con-
strued to cause work lo be done which is not in conformity with
the approved plans, specifications and change orders.
The contractor must notify the project inspector, in advance,
of the commencment of construction of each and every aspect
of the work.
(c) Verified reports. The contractor shall make and submit
to DSA from time to time, verified reports as required in Sec-
lion 4-336.
If work on the building is being done by independent con-
tractors, having contracts with the school board, verified
reports shall be submitted by each contractor regardless of the
lype of work involved.
Aurhority: Education Code Sections 173 10 and SI 142.
Reftrtncc: Educalion Code Seclions I72S0. 17309. SI 130 and SI 141.
HISTORY:
1. (OSA/SS 1/92) Regular order by the Office ol ihe Slale Arclii-
lEct/SLmclural Safety Section lo amend Section 4-343, Pari l.TilLe24,
C.C.R. Filed with ihe siecrelary of stale on December 15. 1992; effec^
live Ju[> 1. 1993. Approved by the Cahlbrnia Building Standards Com-
mission on December 9, 1 992.
4-344. Duties of mechanical and electrical engineers. The
architect or struclural engineer in general responsible charge is
responsible for the designs prepared by the mechanical and
electrical engineers, except that where plans, specifications
and estimates for alterations or repairs do not involve architec-
tural or structural changes said plans, specifications and esti-
mates may be prepared and work of construction may be
observed by a professional engineer in general responsible
charge who is duly qualified to perfonn such services and who
holds a valid certificate under Chapter 7 of Division 3 of the
Business and Professions Code for performance of services in
that branch of engineering in which said plans, specifications,
and estimates and work of construction are applicable.
The mechanical or electrical engineer shall fulfill the duties
outlined in Section 4-341 when assuming general responsible
charge and shall submit verified reports as required in Section
4-336. When accepting delegated responsibility he or she shall
comply with the requirements of Sections 4-336 and 4-341
insofar as these may relate to the work delegated to him or her.
Aulhority: Education Code Seclions 173 10 and SI 142.
RcftrtnceiEducalionCode Seclions 17295, 17302, 17309,81133, SI 138 and
SIMl
HISTORY:
J, (OSA/SS 1/921 Regular order by Ihe Office of tlie Slate Archi-
lecl'Stmclural Safety Section lo amend Section 4-344, Part 1, Title 24,
C.C.R. Filed with ihe secretary of stale on December 15, 1992; effec-
tive July 1. 1993. Approved by the CaLifornia Building Standards Com-
missiion on December 9. 1 992.
ARTICLE?
EXAMINATION AND REPORT OF
EXISTING BUILDINGS
4-34?. Request for cxaniination.
(a) Examination and report requested of DSA by the
school district. Upon writlen requesi by Ihe governing board
of any school dislricl or by at leasl 10 percent of ihe parents
having pupils enrolled in any school district as certified to by
the county superintendent of schools, DSA shall make an
examination and report on the structural condition of any
school building of the district. DSA must report whether or not
each building examined is substantially compliant with appli-
cable code provisions. Whether or not such examination is
requested of DSA is entirely optional with the district or par-
ents concerned, and consequently, in making such examination
2007 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE
47
SAFETY OF CONSTRUCTION OF PUBLIC SCHOOLS
and report DSA acts as the agent of the school district to whom
DSA makes its report and by whom it is guided in detennining
the extent and character of the examination made.
Upon receipt of request for examination, DSA shall furnish
an application blank. Form DSA-2, which shall be filled out by
the applicant, supplying such infonnation as is available. DSA
forms are available on the Internet at www.dgs.ca.gov/dsa, or
at any of the DSA regional offices.
DSA is not authorized to prepare plans or make estimates of
the cost necessary to make such repairs to the building or build-
ings as are necessary to meet structural safety standards. (See
Sections 17367 and 81162 of the Education Code.)
(b) Examination and report by school districfs struc-
tural engineer The school district may retain a structural engi-
neer, at the school district's expense, to examine and report on
the structural condition of any school building of the district.
The structural engineer shall consult with DSA for guidance as
to the standard of safety to which the structural condition must
measure. The structural engineer must report on whether or not
each of the buildings examined is safe or unsafe for school use.
and whether or not each of the buildings is substantially com-
pliant with applicable code requirements as required of DSA
under Section 4-345 (a) above.
Aurhority: Educaiion Code Seclions 173 10 and S1I42.
Reftrtncc: Educalion Code SeclionE 1 73 1 3 and 8 1 1 45.
H [STORY:
I. (OSA/SS 1/92) Regular order by the Office ol the Slale Archi-
lecl/Slmclural Safety Section lo amend Section 4-345, Pari 1. Title 24.
C.C.R. Filed with ihe siecrelary of stale on December 15. 1992; effec-
tive July 1. 1993. Approved by the California Building Standards Com-
mission on December 9. 1 992.
4-346- Cost of examinations done by DSA. Upon completion
of the examination by DSA and the submission of ihe report
tbereoflo the school board. DSA shall submit a statement of the
actual expense involved in the examination and preparation of
report. Payment by the school board shall be made to DSA
upon receipt of the statement of expense involved unless
waived by DSA upon recommendation of the state superinten-
dent of public instruction.
Aurhority: Education Code Sections 17310 and SI 142.
Reftrtnce: Education Code Sections 1 73 1 3 and 8 1 1 45.
HISTORY:
I. (OSA/SS 1/92) Regular order by the Otlice ol the Slate Archi-
tect 'Structural Safety Section to amend Section 4-3 4ti, Part 1, Title 24,
C.C.R. Filed with the siecrelary of state on December 15. 1992; effec-
tive July 1, 1993. Approved by the California Building Standards Com-
mission on December 9, 1 992.
regarding examination reports shall be referred to the school
board concerned.
Aurhority: Education Code Sections 1 73 10 and SI 142.
Rtftrtnce: Educalion Code Sections 17295. 17313, 11133 and KI145; and
Health Sl Safely Code Sections 19^50 through 19R53,
HISTORY:
1, (OSA/SS 1/92) Regular order by Ihe Office of the State Archi-
tecl/Stmctural Safety Section to amend Section 4-350, Part 1, Title 24,
C.C.R. Filed with the secretary of state on December 15, 1992; effec-
tive July 1, 1993. Approved by the California Building Standards Cnm-
mission on December 9. 1 992.
4-35L Location of records. A file of school building plans,
specifications and documents for currently active school pro-
jects in each of four regions of the state is maintained in the
respective DSA regional office: Oakland (Region I), Sacra-
mento (Region II). Los Angeles (Region III) and San Diego
(Region IV). Completedor closed project files, plans and spec-
ifications are stored in the State Records Center in Sacramento.
Aulhority: Education Code Sections 173 10 and HI 142.
Rcftrcnce: EdiLcation Code Sections 1 7295. 1 7299, 1 7309. g I n_3, SI 1 35 and
S1141.
HISTORY:
I. [OSA/SS 1/92) Regular order by the Office ol the State Archi-
tect 'Structural Safety Section to amend Section 4-351, Part l,Tille24,
C.C.R. Filed with the siecrelary of state on December 15, 1992; effec-
tive July 1. 1993. Approved by the California Building Standards Com-
mission on December 9. 1 992.
4-351. Submission of documents.
(a) Application. Applications for approval of plans and
specifications shall be submitted to the DSA regional office
serving the project location unless specific approval for
submittal elsewhere is given by the state architect. Processing
shall be completed by the receiving office but portions of the
work may be reassigned.
(b) Construction documents. All documents such as
notices (see Section 4-33 1 ). qualification records (see Section
4-333), and verified reports (see Section 4-336), shall be sub-
mitted to the appropriate DSA regional office according to
location of project.
Aulhorily: Education Code Sections 173 10 and HI 142.
Reference: Education Code Sections 1 7295, 1 7299, 1 7309. B 1 1_3_3, SI 1 35 and
31141.
HISTORY:
1. (0SA;SS 1/92] Regular order by Ihe Office of tlie State Archi-
tecl 'Structural Safetv Section to amend Section 4-352. Pari I , Title 24,
C.C.R. Filed with the secretary of state on December 15, 1992; effec-
tive July 1, 1993. Approved by the California Building Standards Com-
mi&sion on December 9, 1992,
ARTICLES
DOCUMENTS AND RECORDS
4-350- Records. The records pertaining to the supervision of
the construction of school buildings by ORS are public docu-
ments and are open to inspection during office hours. Docu-
ments shall not be taken from Ihe custody of DSA except as
required by law.
Examination reports prepared under the provisions of Sec-
tions 17313 and 81145 of the Act (See Section 4-345) are con-
sidered to be the property of the school board. Inquiries
ARTICLE 9
STATE ADVISORY BOARD TO THE DIVISION OF
THE STATE ARCHITECT FOR THE FIELD ACT
4-355- Advisory board-
(a) CencraL The state architect may appoint an advisory
board whose duty it is to serve in an advisory capacity to DSA
in connection with technical or structural matters and with ref-
erence to regulations and requirements pertaining to the admin-
istration of the Act. This board shall also act as a board of
review relating to enforcement of Title 24 for building projects
under the jurisdiction of DSA.
48
2007 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE
SAFETY OF CONSTRUCTION OF PUBLIC SCHOOLS
(b) Membership. The board shall consist of 17 members
appointed by the state architect. Of the appointive members:
two shall be structural engineers; two shall be architects: one
shall be a geotechnicai engineer; one shall be a general contrac-
tor; one shall be a local building official; one shall be an electri-
cal engineer; one shall be a mechanical engineer; two shall be
school district personnel; one shall be a project inspector; one
shall be a fire and panic safety representative; one shall repre-
sent the field of accessibility compliance; one shall represent
community colleges personnel; and two shall be members of
the general public.
Each member shall be appointed for a term of four years and
shall hold ofTice until the appointment and qualification of his
or her successor or until one year has elapsed since the expira-
tion of the tenn for which he or she was appointed, whichever
first occurs. No person shall serve as a member of the board for
more than two consecutive terms. The state architect may
remove any member of the board for neglect of duty or other
just cause. All appointed board members may vote.
The state architect may also appoint up to three additional ex
officio members. State architect-appointed ex. officio members
may continue to serve until appointment of their successors by
the state architect. Appointed ex officio members may vote.
Appointive members, except for the public members and the
appointed ex oETicio members, shall be qualified by close con-
nection with public school and state building design and con-
struction. They shall be appointed from nominees
recommended by the governing bodies of California-based
professional organizations representing school districts, archi-
tects, engineers construcfion inspectors, construction manag-
ers, consultants and facility planners, contractors, building
officials and fire and panic safety representatives.
There shall be eight state representative members of the
board, who shall be: the State Architect; the Slate Geologist;
the Executive Director of the California Seismic Safety Com-
mission; the State Superintendent of Public Instruction; the
Chancellor. California Community Colleges; the Director of
the Office of Statewide Health Planning and Development; the
Deputy Director of the Department of General Services. Real
Estate Services Division: and, the State Fire Marshal; or their
officially designated representatives. These members are not
entitled to vote.
(c) Meetings. The board shall elect its own chairperson and
vice chairperson and shall convene upon the call of the chair-
person or the statearchitect whenever it may be necessary in his
or her judgment for the board to meet. The board shall adopt
such rules of procedure as are necessary to enable it to perform
the obligations delegated to it. The chairperson of the board
shallathisor her discretion or upon instructions from the board
designate subcommittees to study and report back to the board
any technical subject or matter regarding which an independ-
ent review or further study is desired orregarding which appeal
is made to the board from decisions or rulings of the office. The
board members will be reimbursed from the fund defined in
Secfions 17301 and 81137 of the Act for their reasonable actual
expenses in attendingmeetings.butshall receive no compensa-
tion for their services.
Aulhority: Education Code Seclious 173 10 and HI 142.
Reference: EdiLcmion Code SeclLon^ I7!i 10 and SI 142.
HISTORY:
1. Editorial renumbering of Article 5 (o Anicle 9 to correct printing error
(Register S3. No. 45].
2. (OSA/SS 1/92) Regular order by the Office of llie Slate ArchU
tecl'Stmclural Safety Seclion (o amend Section 4-355. Part I , Title 24,
C C.R. Filed with die siecrelary of stale on December 15, 1992; effec^
Live July 1. 1993. Approved by the California Building Standards Cnm-
mission on December 9, 1 992.
2007 CALIFORNIA BUILDING STANDARDS ADMIfJISTRATIVE CODE
4g
SAFETY OF CONSTRUCTION OF PUBLIC SCHOOLS
HISTORY NOTE APPENDIX FOR CHAPTER 4
Administrative Regulations for the
Division ol' State Architect^ Struetural Safety
(Title 24^ Part 1^ California Code of Regulations)
The format ofihe history notes has been changed to be consis-
tent with the other parts of the Califonua Bfiihiing Stmukirtls
Code. The history notes for prior changes remain within the
text of this code.
1. (DSA-SS 1/02) Chapter 4, Section 4-309. Reconstruc-
tion or Alternation Projects in Excess of £25,000 in Cost.
Approved by the Building Standards Commission on May 14.
2003 and effective 1 80 days after publication.
2. (DSA-SS EF 02/03) Emergency adoption/approval of
technical design and construction building standards for the
adaptive reuse of existing building public school use: CCR.
Title 24. Part I. Approved by the California Building Standards
Commission on May 14. 2003 and filed with Secretary of State
on May 15, 2003. Effective May 15.2003.
3. (DSA'SS EF 04/03) Emergency re-adoption/re-approval
of technical design and construction building standards for ihe
adaptive reuse of existing building public school use: CCR.
Title 24, Part I. Approved by the California Building Standards
Commission on July 16, 2003 and filed with Secretary of State
on September 10, 2003. Effective September 10, 2003.
4. (DSA-SS EF 04/03) Emergency re-adoption/re-approval
of technical design and construction building standards for the
adaptive reuse of existing building public school use: CCR,
Title 24, Part I. Approved as permanent by the California
Building Standards Commission on January 7, 2004 and filed
with the Secretary of State on January 8, 2004. Effective Janu-
ary 8, 2004.
5. (DSA-SS 03/06) Editorial amendments to administrative
standards for public elementary and secondary schools and
community colleges which correlate with DSA-SS adoption of
the 2006 Inienialioual Building Code into Part 2 of Title 24.
Effective January 1,2008.
50
2007 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE
CHAPTER 5
ACCESS TO PUBLIC BUILDINGS BY
PERSONS WITH DISABILITIES
ARTICLE 1
COMPLIANCE PROCEDURES
5-lOL Purpose. These regulations implement Sections 4450
elseq. ofllie Government Code to ensure that where siale funds
are utilized for the constriiction or alteration of any public
building or facility or where the funds of counties, municipali-
ties or other political subdivisions are utilized for the construc-
tion or alteration of elementary, secondary or community
college buildings and facilities that the plans and specifications
forsuch buildings and facilities are reviewed by the Division of
the State Architect (DSA) and certified to be in compliance
with California law requiring access for persons with
disabilities prior to a contract being awarded.
Aurhoritj': (iovemnienl Code Sections 4450, 4453 and 4454.
RcFcrcncc: Govcrnmeni Code Section 4454.
HISTORY:
1. New Group 2 (§§8 1 through 86) filed 3-5-71 as an emergency: effec-
tive on Filing. Cerlificale of Compliance included jRegisler 71. No.
10]. For liLstoiA' of former Group 2 see Register bfa. No. 3S.
2. A mend men I tiled 1I-24-7S; designa led effective 1-1-79 (Regisler 7S,
No. 47).
5-102- General. For the purpose of assuring compliance with
minimum requirements for accessibility by persons with
disabilities, the governmental agency controlling the appropri-
ation from which the project is funded shall submit an applica-
tion, together with plans and full, complete and accurate
specifications and filing fee, to the State Architect. The DSA
will process the documents. Written approval shall be obtained
prior to award of a construction contract.
Aulbarir>': Ciovemnienl Code Section 4453.
Rercrcnce: Governmenl Code Section 4454.
HISTORY:
I. Amendment tiled ll-24-7S^ designaled efTective 1-1-79 (Register 7S.
No. 47K
5-103- Applicalion. For each project to be reviewed and certi-
fied, a separate application (Form DSA' I) shall be submitted to
the DSA. The application shall be accompanied by a complete
set of project plans and specifications and an appropriate filing
fee (see Section 5-104).
The above documents shall be submitted to one of the fol-
lowing regional offices:
DIVISION OF THE STATE ARCHITECT
SAN FRANCISCO BAY AREA REGIONAL OFFICE
1515 Clay Street. Suite 1201
Oakland, California 94612
DIVISION OF THE STATE ARCHITECT
SACRAMENTO REGIONAL OFFICE
1102 Street, Suite 5200
Sacramento. CA95814
DIVISION OF THE STATE ARCHITECT
LOS ANGELES BASIN REGIONAL OFFICE
700 North Alameda St.. Suite 5-500
Los Angeles, California 90012
DIVISION OF THE STATE ARCHITECT
SAN DIEGO REGIONAL OFFICE
16680 West Bernardo Drive
San Diego, CA 92127
The application shall be considered received when all the
required documents and fees have been received by the office
and the application number assigned.
The documents submitted for review and used for certifica-
tion shall be retained by the DSA.
Aulhoriry: Governmenl Code Seclion 4454
Reftrtnce: Governraem Code Section 4454.
HISTORY;
1. Amendment filed 1I-34-7S; designaled effective 1-1-79 (Reeister7B,
No. 47 K For prior historv, see Register 76, No. 25.
2. Remimbering and amendmenl of former Section S3 to Seclion B3.1
filed K-30-S4; efTeclive upon llling pursuani to Government Code Sec-
tion 1 1 34G.2(d) (Register S4. No. 35).
3. ErTQium lo reflecl localions of office?.
5-104, Fees.
(a) The filing fee for projects under applications received on
or after September I, 1984 shall be two-tenths of one percent
(0.2%) of the first S500.000.00 of the estimated project cost
plus one-tenth of one percent (0.1%) of the project cost greater
than S500,000.00 up to and including S2,000,000.00 plus one-
hundredth of one percent (0.01%) of the excess of the esti-
mated project cost over S 2. 000 ,000. 00, except that the mini-
mum fee in any case shall be £200.00,
Example of filing fee to accompany application:
Estimaled project cost = ^2^0,000.00
.002 ' S250.000.00
Estimaled project cost = SI, 500,000.00
S 500.00
,002 ' S 5 00 ,000 .00
=
S 1,000.00
,001 ' si,ooo,ooo,oo
^
1,000,00
S2.000.00
Estimaled project cost = S5,000,000.00
.002 ' S 5 00 ,000 .00
=
SI 000.00
.001 ' SI, 500,000.00
=
1.500.00
,0001 ' S3,000,000.00
-
300.00
S2.S00.00
(b) The fee schedule in effect at the time of filing shall apply
throughout the duration of such application.
(c) if the actual project cost exceeds the estimated cost by
more than 5 percent, a further fee for such projects shall
become due and shall be equal to the difference between the fil-
ing fee paid and the amount computed under the schedule
above using the actual cost of the project. The actual project
cost shall be determined as directed in Section 5- 1 05 and billed
according to Section 5-107.
2D07 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE
51
ACCESS TO PUBLIC BUILDINGS BY PERSONS WITH DISABILITIES
(d) If the applicant requests the cancellation or withdrawal of
the application and return of the plans and specifications and
filing fee, this shall be granted unless ihe review has begun. No
portion of ihe filing fee can be returned after the review has
started.
Aulharlt}': dDv^mmenl Code Seclion 4453.
Reftrtncc: Government Code Seclion 4454.
HISTORY:
1 . New section filed 8-30-S4; ctTeclive upon filing pursuanl lo Govern-
menl Code Section 1 1346.2(d) (Regisler R4, No. 35).
2. {OSA/AC-A I/S9) Editorial trant^fe^ from CCR, Title 21 to Tide 24
11-1-39.
3. iOSA/AC-A 2/89) Amend CCR, Title 24, Part I, Sec. 5-104 {a] (b),
efleclive 1-1-90. Approved by Building Standards Commission
10-30-Sfl.
4. (OSA/ACEF l/92)Eniergency order by the Office ol the Slate Archi-
tect/Access Compliance to amend Section 5-104 {a). Pari I, Title 24.
Calit'orniiL Code of Regulation?. Filed a? an emergency order with Ihe
secretary of state February 25, 1992; effective March 1, 1992.
Approved 35 an emergency by the Call tbrnia Building StaDdards Com-
mission on February 24. 1 992.
5. (OSA/ACEF l/92)Eniergency order by the Office of the Slate Archi-
tect/Access Compliance to amend Section 5-104 [a J. Pari I, Title 24.
California Code of Regulations: approved by Ihe California Building
Standards Commission on February 24, 1992; filed as an emergencv
order with ihe secretary of slate Februarv 25, 1992.and effective March
1. 1992, has lapsed. No action was lake n by Ihe OS A/ AC lo make ihese
regulations permanent; therefore, ihe initial regulations are back in
effect as of June 29, 1992.
5-105- Projcctcost. For purposes of determining the fees, both
the estimated and aciiial project cost shall be Ihe co.st for Ihe
tolal outlay contemplated for ail work included in the certified
plans and specifications. The term ""project" shall be defined as
all buildings and other structures, together with the develop-
ment of the site, but in Ihe event the plans and specifications
submitted with the application do not provide for the construc-
tion of, addition or alteration lo a building or structure, then it
shall be for the site development proposed in the application.
The actual project cost shall include all items which are nor-
mally considered lo be contractors operation costs. Addenda or
change order items which increase the contract amount shall be
included in the final actual project cost computation.
All fees and/or reimbursable charges paid the construction
managers shall be included in the actual project cost. When the
contract for the work includes items not otherwise subject to
the approval of the office and not included in the approved
plans and specifications the actual cost shall include this work
unless such costs are segregated by separate bid items or by
separately priced items of change orders, or by a certified copy
of the subcontractor's bid. Such segregation shall not be made
by contract price breakdown or estimates.
Aulhority: Ciovernnienl Code Section 4454.
Reference: Government Code Section 4454.
HISTORY:
I . New section filed S-30-S4; effective upon Uling pursuant lo Govern-
ment Code Section 1 134&.2 id) (Regisler R4, No. 35).
5-106. Revision of plans and specifications. No additional
fee is charged upon submission of revisions to the approved
plans and specifications, provided that the entire matter is actu-
ally one transaction having to do with the same project and the
revisions do not require substantial review for accessibility. If
the original plans are abandoned and the plans and specifica-
tions submitted in lieu thereof are in fact for a new project
rather than an identical project, orwhere a modified set of plans
is for an essentially different concept, it is necessary that a new
application be filed and a fee paid. This is regardless of the fact
that the project may have the same name, be of the same general
size, and be situated at the same location as the project for
which the original application was made.
Authority: Government Code Section 4454
Reference: Government Code Section 4454.
HISTORY:
I, New section filed S-30-S4: effective upon Hiing pursuant lo Govern-
ment Code Section 1 1 34(i.2(d) (Register R4, No. 35).
5-107- Billing for furtlicr fees. For public school projects the
DSA shall determine whether or not further fees are due and
shall bill the district for such further fees.
For projects other than public schools, the applicant or
owner shall submit lo the office a report verifying the actual
project cost within 90 days after the completion of the project.
This actual project cost shall be the basis for the further fee
computation. The accuracy and timely submission of this
actual project cost report shall be the responsibility of the
owner or his designated agent. The owner shall be billed for
further fees upon completion of the project or portion thereof if
fee is due.
Authoritj': Ciovernnienl Code Section 4454
Reference: Government Code Section 4454.
HISTORY:
I . New section filed S-30-S4; erteclLve upon filing pursuant lo Govern-
ment Code Section 11346.2(d)fRegis1er B4, No. 35).
5-108- Refunds. Claims for refunds of five dollars or less due
to errors in cost reporting or fee computation shall be made
within one year from the date of payment.
Aurhoritj': Ciovernnienl Code Section 4454
Reference: Government Code Section 4454.
HISTORY:
I . New section tiled S-30-S4; effective iipoD filing pursuant lo Govern-
ment Code Section 11346.2(d)fRegis1er E4, No. 35).
5-109- Review of plans and specificaMons. The DSA will
review the submitted documents to ensure that the require-
ments cited in Article 1 are fully met.
.'Vuchority: Cjovemment Code Seclion 4453
Reference: Government Code Seclion 4454.
HISTORY:
I. Amendment tiled 1I-24-7S; designated effective I-I-79 (Regisier7S.
No. 47).
5-110. Written approval.
(a) Approval obtained. Upon completion of review. DSA
will return lo the awarding authority a written approval, if the
documents comply with the requirements. This approval of the
application constitutes the ''written approval" required by Sec-
tion 4454 of the Government Code. No changes or revisions
shall be made following written approval which affect access
compliance items unless such changes or revisions are submit-
ted to the DSA for approval.
(b) Approval denied. If the documents fail to meet the
requirements of these regulations. DSA will return lo the
awarding authority the plans with corrections noted thereon
together with instructions for resubmiital of the plans and spec-
ifications. The corrected plans are the properly of the Division
of the State Architect and shall be returned within six months or
52
2007 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE
ACCESS TO PUBLIC BUILDINGS BY PERSONS WITH DISABILITIES
the application will be void. No valid construction contraci
may be awarded before written approval is obtained.
(c) Unauthorized deviations. In the event that there is an
unauthorized deviation from the requirements of these regula-
tions with respect to the standards specified, the same shall be
rectified by full compliance therewith within ninety ^90) days
after discovery of such deviation.
(d) Notification. Where the Slate Architect is the enforce-
ment authority and any project is proposed to be approved and
such approval action would deny accessibility either required
by Sections 4450 and 445S. inclusive, of the Government Code
to persons with disabilities, or by reason of an equivalent facili-
tation exception granted pursuant to Section 445 1 of the Gov-
ernment Code, the State Architect shall notify affected persons
with disabilities or organizations and others who have made
written requests to be informed as to such proposals under con-
sideration.
Aulbority: Governmenl Code SecliQns4450 flnd44G0 and Health and Safely
Code Section 1S949.
Reference: Government Code Seclion 4460.
HISTORY:
1. Amendment llled ll-24-7S^ designaled efTeclive 1-1-79 (Register 7S.
No. 47K
2. New subsection (d) llled 3-6-S 1 as an emergency: effective upon filing
(Register 81, No. 10). A CenificaleofCompliance must be transom itted
lo OAL within 120 days or emergency language iiill be repealed on
7-4-81.
3. Order of Repeal of 3-6-81 emergency order tiled 3- 1 3-8 1 by OAL pur-
suant to Government Code Seclion 1 1349.6 (Regisler EU No. 1 1).
4. New subsection (d) filed 7-28-82; effective thirtieth day (Register S2.
No. 31).
5. Amendment of subsection (a) tiled 7-17-S5; effeclive thirtieth dav
thereafter (Register 85, No. 29)
5-IIL General requirements. General requirements and
building standards are located in Title 24, Piirt 2.
ARTICLE 2
DIVISION OF THE STATE ARCHITECT— ACCESS
COMPLIANCE PROCESSING PRODUCT
APPROVALS
January 1, 2001
Detectable warning products and directional surfaces installed
after January I, 2001 shall be evaluated by an independent
entity, selected by the Department of General Services. Divi-
sion of the State Architect. Access Compliance, for all occu-
pancies, including transportation and other outdoor
environments, except tliat when products and surfaces are for
use in residential housing, evaluation shall be in consultation
with the Department of Housing and Community Develop-
ment. See Government Code Section 4460.
5-201. Processing independent entity evaluation approvals
(lEEA). Independent Entity Evaluation Approvals shall be
registered in the Division of the State Architect (DSAJ head-
quarters office.
To maintain a central file for all lEEA and to operate within
the current DSA program, certain administration and all
accounting shall be performed at the DSA headquarters office
under the direction of the Principal Architect.
5^202. lEEA application procedure.
1. Upon receipt of an lEEA application, send the applica-
tion fee and a copy of the application to the DSA head-
quarters office, attention: Access Compliance.
2. A paper file will be created for each lEEA, which will
initially include a copy of the application and the appli-
cation fee. Headquarters personnel will then file the
product, manufacturer and registration information.
creating an lEEA numben
3. The application fee will be given to the headquarters'
cashier for deposit.
5-203. lEEA acceptance procedure.
1 . Prior to issuing lEEA acceptance, it is required that all
fees be paid. If fees are due, please contact the manufac-
turer for payment and forward the payment to the DSA
headquarters office, along with the request for the addi-
tional payment.
2. The fee, if any, will be given to the headquarters' cash-
ier for filing and deposit.
3. The acceptance letter will be retained at DSA headquar-
ters. Access Compliance. A copy of the status approval
letter will be returned to the applicant.
4. Headquarters' personnel will register, prepare and dis-
tribute all necessary copies of the acceptance letter. The
original file shall be maintained at headquarters.
5-204. Accounting of lEEA. Income for lEEA will be earned
in the month in which they are banked. This money will be
applied to Disability Access Account for deposit,
5-205. Contacts for questions.
1. lEEA Contact — DSA headquarters, attention: Access
Compliance, lEEA Program.
2. Headquarters Administration Contact — DSA head-
quarters, attention: Access Compliance, lEEA
Program.
3. Headquarters Accounting Contact — DSA headquar-
ters. Accounting.
Aulbority: CiDvemmeni Code SeclionE 4450, 4460 and lieakh and Safety
Code Seclion 1S949.1.
Reference: Governmenl Code Sect[on 4450.
ARTICLES
ACCEPTANCE OF DETECTABLE WARNING AND
DIRECTIONAL SURFACE PRODUCTS FOR
MANUFACTURERS AND DESIGN PROFESSIONALS
January 1, 2001
Detectable warning products and directional surfaces installed
after January I, 2001 shall be evaluated by an independent
entity, selected by the Department of General Services, Divi-
sion of the Slate Architect. Access Compliance, for all occu-
pancies, including transportation and other outdoor
environments, except that when products and surfaces are for
use in residential housing, evaluation shall be in consultation
with the Department of Housing and Community Develop-
ment. See Government Code Section 4460.
2007 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE
53
ACCESS TO PUBLIC BUILDINGS BY PERSONS WITH DISABILITIES
5-30L Division of the State Architect, Access Compliance,
acceptance of product. The procedure for the DSA-AC
acceptance ormaniifaciured products isdetaiied in this article.
All products require prior evaluation by a recognized evalu-
ation agency that has a program specifically intended for such
purposes. DSA-AC shall review the evaluation report for com-
pliance with related and appropriate national standards and
Title 24 requirements.
5-30LL Product submittal. Products must meet the require-
ments of Section 5-301.
5-301^. Division of the State Architect, Access Compli-
ance, products exempt from evaluation by a recognized
agency. No products can be approved for use that do not
require evaluation by a recognized evaluation agency.
5-30L3. Products evaluated by recognized state and cit>'
agencies. No products can be approved by any state and city
agencies for use that do not require evaluation by a recognized
evaluation agency.
5-30L4. Products evaluated by a recognized evaluation
agency. Products must have, as a minimum, an approved report
published by a nationally recognized evaluation agency. With-
out an evaluation report, theapplicant will be required to obtain
such a report or will be denied acceptance on DSA-AC pro-
jects. The report and its evaluation criteria may be reviewed for
compliance with national standards.
5-301.5. Development ofDSA acceptance criteria. Develop-
ment of new DSA-AC acceptance criteria shall be based on
acceptance criteria from a recognized evaluation agency.
5-301-6- Marking. Each detectable warning and directional
surface products shall be provided with:
1. Label indicating the DSA label number,
2. Manufacturer's product number, and
3. Product approval expiration date.
Aultaarity: Governmenl Code Sections 4450 and 44G0 and Ileallh and Safely
CodeSeclion 1S949.K
Reference: Government Code Seclion 4460.
ARTICLE 4
APPLICATION FOR INDEPENDENT ENTITY
EVALUATION APPROVAL (lEEA)
5-401. Application for lEEA. The following form must be
filed in duplicate:
54 2007 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE
ACCESS TO PUBLIC BUILDINGS BY PERSONS WITH DISABILITIES
APPLICATION FOR lEAA FORM
{Filed in Duplicate)
2.
Product Name:
Description of Product:
Exoiralion Date:
3.
Intended Product Use:
A.
Companv Name:
5.
C moan V A d dress :
6.
Contact Person:
Title:
1.
Contact Person's Phone Nmnber:
Contact Person's Fax Number:
Name of Aoolicant:
8.
Sienature of ApDlicaiit:
Date:
9.
Annlication Fee Submitted:
Please make checks
payable to Division of the Stale Architect, Access Compliance
New Submittal: Sl.500.00
Revised Submittal: S500.00
Fees siunvn avi^ for initial appUcutiou. Addilonal time expended daring proditcl rcyit'M'
in excess oj ihc initial fee nill he hilled on an hourly basis.
1 0. Return application, check and submittal to:
Division of the State Architect — Access Compliance
1102 Q Street. Suite 5100
Sacramento. CA 95814
2007 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE
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ACCESS TO PUBLIC BUILDINGS BY PERSONS WITH DISABILITIES
HISTORY NOTE APPENDIX FOR CHAPTER 5
Administrative Regulations for the Division of the State Arcliitect^ Access Compliance
(Title 24, Part I, Calilornia Code of Regulations)
The format of the history notes has been changed to be consis-
tent with the other parts of the Calljhrniu Buih/ing Standards
Code. The history notes for prior changes remain within the
text of this code.
\. (DSA/AC 2'0I) Adoption of detectable warning prod-
ucts and standards. Chapter 5, Articles 2. 3 and 4. Approved by
the California Building Standards Commission on November
28.200L Filed with the Secretary of State on March 1,2002,
effective April 2. 2002.
2. (DSA/AC 05/04) Changes without regulatory effect to
addresses in Section 5-103 and an acronym in Section 5-202.
Filed with Secretary of State on June 28. 2006 and effective
30th day after filing with Secretary of State.
3. (DSA/AC 03/06) Repeal of duplicate provisions and edi-
torial and formatting amendments to administrative standards
for implementing facility access in confonnance with Califor-
nia Law and federally recognized accessibility standards.
Effective January 1.2008.
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CHAPTER 6
SEISMIC EVALUATION PROCEDURES FOR HOSPITAL BUILDINGS
ADMINISTRATIVE REGULATIONS FOR THE
OFFICE OF STATEWIDE HEALTH PLANNING AND DEVELOPMENT (OSHPD)
ARTICLE 1
DEFINITIONS AND REQUIREMENTS
LO Scope. The regulations in Ihis article shall apply to the
adminisirative procedures necessary to implement the seismic
retrofit requirements of the Alfred E. Alquist Hospital Facili-
ties Seismic Safety Act of 1983.
1.1 Application. The regulations shall apply to all general
acute care hospital facilities as defined in Section 1 .2 of these
regulations.
1.2 DcHnitions. Unless otherwise stated, the words and
phrases defmed in this section shall have the meaning stated
therein throughout Chapter 6, Part 1 . Title 24.
ALTERNATIVE ANALYSIS means a complete seismic
analysis using methodology approved in advance by the Office
and meeting the criteria of Article 2. Section 2.7 of these
regulations,
BULK MEDICAL GAS SYSTEM means an assembly of
fixed equipment such as storage containers, pressure regula-
tors, pressure relief devices, vaporizers, manifolds and inter-
connecting piping that has a capacity of more than 20.000
cubic feet (NIP) of cryogenic medical gas.
COMMUNICATIONS SYSTEM means the assembly of
equipment such as telephone switchgear, computers, batteries,
radios, microwave communications systems, lowers and
antennas that provide essential internal and e.vternal
communication links.
CONFORMING BUILDING means a building originally
constructed incompliance with the requirements of the 1973 or
subsequent edition of the California BuikUug Code.
CRITICAL CARE AREA means those special care units,
intensive care units, coronary care units, angiography laborato-
ries, cardiac catheterization laboratories, delivery rooms,
emergency rooms, operating rooms, postoperative recovery
rooms and similar areas in which patients are intended to be
subjected to invasive procedures and connected to line-oper-
ated, electromedical devices.
EMERGENCY POWER SUPPLY (EPS) means the source
of electric power including all related electrical and mechani-
cal components of the proper size or capacity, or both, required
for the generation of the required electrical power at the EPS
output terminals. For rotary energy converters, components of
an EPS include the prime mover, cooling system, generator,
excitation system, starting system, control system, fuel system
and lube system (if required).
ESSENTIAL ELECTRICAL SYSTEMS means a system as
defined in the Culifomki Ek'drkt/l Cotk', Article 517 ^'Health
Care Facilities." Chapter 5, Part 3 of Title 24.
FIRE ALARM SYSTEM means a system or portion of a
combination system consisting of components and circuits
arranged to monitor and annunciate the status of fire alarm or
supervisory signal initiating devices and to initiate appropriate
response to those signals.
FUNCTIONAL CONTIGUOUS GROUPING means a
group of hospital buildings, each of which contains the primary
sourceof one or more basic service that are operationally inter-
connected in a manner acceptable to the Department of Health
Services.
GENERAL ACUTE CARE HOSPITAL as used in Chapter
6. Pari I means a hospital building as defined in Section
129725 of the Health and Safety Code and that is also licensed
pursuant to subdivision (a) of Section 1250 of the Health and
Safety Code, but does not include these buildings if the beds
licensed pursuant to subdivision (a) of Section 1250 of the
Health and Safety Code, as of January I, 1995. comprise 10
percent or less of the total licensed beds of the total physical
plant, and does not include facilities owned or operated, or
both, by the Department of Corrections. It also precludes hos-
pital buildings that may be licensed under the above mentioned
code sections, but provide skilled nursing or acute psychiatric
services only,
HOSPITAL EQUIPMENT means equipment permanently
attached to the building utility services such as surgical,
morgue, and recovery room fi.vtures, radiology equipment,
medical gas containers, food service fixtiu^es, essential labora-
tory equipment, TV supports, etc.
HYBRID STRUCTURE means a structure consisting of an
original and one or more additions, constructed at different
times, and with lateral-force-resisting systems of different
types, or constructed with differing materials or a different
design approach. The original building and additions are inter-
connected and not seismically isolated.
NONCONFORMING BUILDING means any building that
is not a conforming building.
NONSTRUCTURAL PERFORMANCE CATEGORY
(NPC) means a measure of the probable seismic performance
of building contents and nonstructural systems critical to pro-
viding basic services to inpatients and the public following an
earthquake, as defined in Article II, Table II. I of these
regulations.
PRIMARY SOURCE means that building or portion of a
building identified by the hospital as housing the main or prin-
cipal source of a basic hospital service, serving the greatest
number of patients, providing the greatest number of patient
beds, or having the largest/greatest fioor space of the specified
basic service. The hospital may submit data to substantiate the
primary source through alternative criteria if different than
above.
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SEISMIC EVALUATION PROCEDURES FOR HOSPiTAL BUILDINGS
PRINCIPAL HORIZONTALDIRECTIONS means the two
predominanl orthogonal translational modes of vibration with
the lowest frequency.
SLENDER SEISMIC RESISTING SYSTEM means any
vertical system for resisting lateral forces, such as walls, braced
frames or moment frames, with a height to width ratio greater
than four for the minimum horizontal dimension at any height.
STRUCTURAL PERFORMANCE CATEGORY (SPC)
means a measure of the probable seismic performance of build-
ing structural systems and risk to life posed by a building sub-
ject to an earthquake, as defined in Article 2, Table 2.5.3 of
these regulations.
L3 Seismic evaluation. All general acute care hospital owners
shall perform a seismic evaluation on each hospital building in
accordance with the Seismic Evaluation Procedures as speci-
fied in Articles 2 through 1 1 of these regulations. By January K
2001, hospital owners shall submit the results of the seismic
evaluation to the Office for review and approval. By complet-
ing this seismic evaluation, a hospital facility can determine its
respective seismic performance categories for both the Struc-
tural Performance Category (SPC) and the Nonstructural Per-
formance Category (NPC) in accordance with Articles 2 and 11
of these regulations.
1.3.1 Seismic evaluation submittal. Hospital owners shall
submit the seismic evaluation report to the Office by January 1,
2001. There are no provisions for submittal of the evaluation
report after this dale. The hospital owners shall submit the eval-
uation report in accordance with Section 7-113, "Application
for Plan Report or Seismic Compliance Extension Review"
and Section 7-133, "Fees'' of Article 3. Chapter 7, Part I , Title
24.
Exceptions:
1. Any hospital facility owner whose building is
exempted from the structural evaluation per Section
2.0.1.2 shall not be required to submit a structural
evaluation report as specified in Section 1 .3.3. In lieu
of the structural evaluation report, hospital owners
shall submit the matrix of construction information
for the specified building(s) as noted in Section
1.3.4.610 the Office by January 1,2001;
2. Any hospital facility owner whose building is
exempted from the nonstructural seismic evaluation
per Section 1 1.0.1.2 shall not be required to submit a
nonstructural evaluation report as specified in Section
1.3.4. In lieu of the nonstructural evaluation report,
hospital owners shall submit the matrix of construc-
tion information for the specified building(s) as noted
in Section 1.3.4.6 to the Office by January K200L
1.3.2 Seismic evaluation format. The evaluation shall consist
of the Structural Evaluation and the Nonstructural Evaluation
Reports. The reports shall he prepared in confonnance with
Part I, Chapter 7,Title24 and these regulations and prepared as
follows:
1. Reports shall be submitted in an 8 /?" x 11" format;
2. All site, architectural, and engineering plans shall be
formatted on II- by 17-inch sheets (folded to 8 'A by 11
inches);
3. Larger sheets, if required to clearly describe the
requested information, shall he appended to the reports;
and
4. Other supporting documents in addition to those meet-
ing the minimum requirements of Sections 1.3.3 and
1 .3.4 may be appended to the reports.
1.3.3 Structural evaluation report. The structural evaluation
report shall include the following elements:
1. A description of the building, including photographs of
the building, and sketches of the lateral force resisting
system:
2. The ''General Sets of Evaluafion Statements" from the
Appendix:
3. A synopsis of the investigation and supporting calcula-
tions that were made;
4. A list of the deficiencies requiring remediation to
change statement responses from false to true; and
5. The SPC for the building, with comments on the rela-
tive importance of the deficiencies.
1.3.4 Nonstructural evaluation report. The nonstructural
evaluation report shall include the following elements:
1. A written description of the evaluafion methods and
procedures conducted in conformance with Arficle 11
of these regulations for the determination of the facili-
ties existing compliance. The description shall include
the systems and components required for the planned
level of nonstructural performance as identified in
Table ILl;
Exceptions:
1. Additional evaluations as per Section 11.01.3
will be required for any hospital owner electing
to obtain a higher NPC at a future date consis-
tent with an approved compliance plan;
2. A complete nonstructural evaluation up to NPC
5 is required prior to the hospital owner selling
or leasing the hospital to another party.
2. Provide single line diagrammatic plans (site plan and
floor plans) of the following:
2.1 Location of the following areas/spaces:
(a) Central supply areas;
(b) Clinical laboratory service spaces;
(c) Critical care areas;
(d) Pharmaceutical service spaces;
(e) Radiological service spaces; and
(f) Sterile supply areas.
2.2 Diagrammatic or narrative descriptions of the fol-
lowing major building systems where deficiencies
are identified that are within the scope of the evalu-
ation, including primary source location or
point(s) of entry into the building and major distri-
bution routes of each utility or system.
(a) Mechanical systems including:
i. Air supply equipment, piping, controls
and ducting;
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SEISMIC EVALUATION PROCEDURES FOR HOSPITAL BUILDINGS
ii. Air exhaust equipment and ducting:
iii. Steam and hot water piping systems,
including boilers, piping systems,
valving and components; and
iv. Elevators selected to provide service to
patient, surgical, obstetrical and ground
floors.
(b) Plumbing systems including;
i. Domestic water supply system, including
heating equipment, valving, storage
facilities and piping;
ii. Medical gas supply system, including
storage faciUlies, manifolding and pip-
ing;
iii. Fire protection system, inciuding sprin-
kler systems, wet and dry standpipes, pip-
ing systems and other fire suppression
systems: and
iv. Sanitary drainage system, including stor-
age facilities and piping.
(c) Electrical systems, including:
i. Essential electrical system, including
emergency fuel storage;
ii. Internal communication systems;
iii. External communication systems;
iv. Fire alarm systems; and
V. Elevators selected to provide service to
patient, surgical, obstetrical and ground
floors.
3. A synopsis of the evaluation and all the calculations
used in the course of the evaluation for the planned
level of nonstructural performance;
4. A list of the deficiencies identified in the course of
the evaluation for the planned level of nonstructural
performance;
5. Provide an 1 1-by 1 7-inch scaled Site Plan which identi-
fies the boundaries of the facility property, locates all
buildings, roadways, parking and other significant site
features and improvements. Identify boundaries
between buildings which were constructed at different
times. For all buildings, note the names of the buildings
and date of each related building permit. Provide the
SPC and NPC for all buildincs.
Building
name/
designation
05HPD
(or local
building)
permir
dale/
number
Governrng
building
code
Construction
completion
date
Building
type tpef
Section
2.2.3)
SPC
NPC
6. Provide the following matrix of construcfion informa-
tion for each building of the facility under the acute care
license, include the Structural Performance Category
(SPC) and Nonstructural Performance Category (NPC)
for all hospital buildings (see Tables 2.53 and I I.I ).
Identify each building addifion separately. For build-
ings constructed, reconstructed or remodeled under a
building permit issued by the Office, provide the
OSHPD application number and the date of the initial
submittal.
\A Compliance plans. A compliance pJan shall be prepared
and submitted for each building subject to these regulations.
All general acute care hospital owners shall formulate a com-
pliance plan which shall indicate the facilities intent to do any
of the following:
1. Building retrofit for compliance with these regulations
for continued acute care operation beyond 2030;
2. Partial retrofit for initial compliance, with closure or
replacement expected by 2002. 2008. 201 3 or 2030;
3. Removal from acute care service with conversion to
nonacute care health facility use; or
4. No action, building to be closed, demolished or
replaced.
This plan must clearly indicate the actions to be taken by the
facility and must be in accordance with the timeframes set forth
in Article 2 (Structural Performance Category-"SPC") and
Article II (Nonstructural Performance Category-''NPC") of
the Seismic Evaluation Procedure regulations.
\AA Preparation of the compliance plan. The Compliance
Plan shall be prepared and submitted in conformance with
these regulations in the following format:
1. Compliance Plans shall be submitted in an 8 A- by
II -inch fonnat;
2. All site, architectural, and engineering plans shall be
formatted on 1 1 - by 1 7-inch sheets (folded to 8 A by 11
inches);
3. Larger sheets, if required to clearly describe the
requested information, shall be appended to the compli-
ance plan: and
4. Other supporting documents in addition to those meet-
ing the minimum requirements of Section 1.4.4 may be
appended to the compliance plan.
1.4.2 Compliance plan submittal. Hospital owners shall sub-
mit the compliance plan to the Office by January 1, 2001,
unless the owner requests an extension pursuant to Section
1 .4.3. The hospital owners shall submit the compliance plan in
accordance with Section 7-113, ''Application for Plan or
Report Review'' and Section 7-133, "Fees" of Article 3, Chap-
ter 7. Part I, Title 24.
1.4.3 Compliance plan submittal extension. Hospital owners
may request an extension from the Office for submission of the
compliance plan. Any hospital owner requesting an extension
for submittal of the compliance plan shall make such request in
writing to the Office up to 1 80 days prior to. but no later than
January 1, 2001. The compliance plan must be submitted no
later than January 1. 2002. All hospital owners requesting an
extension for submittal of the compliance plan shall certify to
2007 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE
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SEISMIC EVALUATION PROCEDURES FOR HOSPiTAL BUILDINGS
OSHPD that all hospital buildings continuing acute care opera-
tion beyond January K 2002 meet the standards of NPC 2 by
January 1.2002.
1.4.4 Compliance plan requirements. Each compliance plan
shall contain the following elements:
1. An Existing Site'Campus Description;
2. A Compliance Plan Description;
3. A Compliance Site Plan;
4. A Compliance Plan Schedule; and
5. An Existing and Planned Buildings Matrix.
1.4.4.1 Existing site/campus description. If the compliance
plan is submitted separately from the seismic evaluation, it will
be necessary to resubmit the infonnation as specified in Sec-
tion 1.3.4.5. of the Nonstructural Evaluation Report.
1.4.4.2 Compliance plan description. Provide a comprehen-
sive narrative description of the Compliance Plan, including
the projected schedule for compliance.
1.4.4.3 Compliance site plan. Provide Compliance Site Plans,
indicating the configuration of the facility at the 2008 and 2030
milestones. The plans shall indicate conforming and
nonconforming buildings and identify the final configuration
of the facility at each milestone, after completion of compli-
ance measures.
1.4.4.4 Compliance plan schedule. Provide a bar graph
schedule which describes the schedule for compliance with the
SPC and NPC seismic perfonnance categories, indicating the
schedule of the following major phases of the plan:
1. Obtain a geotechnical report (if necessary);
2. Architecture and engineering design/construction doc-
ument preparation;
3. Local approvals;
4. Office review, approval and permitting;
5. Approval of Department of Health Services Licensing
and Certification, and any other required licensing;
6. Permanent relocation of acute care services to other
buildings or facilities (iticntify services affected);
7. Temporary/interim relocation of acute care services to
other buildings including ihe duration of the approved
program fiexibility plan pursuant to Health and Safety
Code Section 1276.05;
8. Construction period; and
9. Beneficial occupancy.
1.4.4.5 Existing and planned buildings matrix. Provide the
following matrix of construction information for each building
of the facility under the acute care license, include the Struc-
tural Performance Category (SPC) and Nonstructural Perfor-
BulFdIng
name'
designation
Building
type (per
SecUon
2.2.3)
SPC
existing
SPC
planned
NPC
eittsring
NPC
planned
mance Category (NPC) for all hospital buildings {see Tabies
2.5,3 and 1 I.I). Identify each building addition separately.
1.4.5 Compliance plan update/change notillcation. Should a
hospital owner change an approved Compliance Plan, the hos-
pital shall document any changes and submit for review and
approval to the Office an amended Compliance Plan. Changes
are defined as alterations to the planned level of seismic perfor-
mance or compliance schedule. Submittal of an amended com-
phance plan shall require a hospital owner to comply with one
or more of the following provisions, if applicable:
L A hospital owner shall submit to the Department of
Health Services' Seismic Safety Unit (DHS) an
OfTice-approved compliance plan that includes interim
relocation of general acute care services in accordance
with a program fiexibility plan pursuant to Health and
Safety Code Section 1276.05. This submittal by the
hospital owner to DHS shall occur within 30 days of the
Office's approval.
2. A hospital owner shall comply with the requirements of
Section L5.2/'Delay incompliance'^ for any amended
compliance plan.
3. A hospital owner amending a compliance plan to attain
a higher NPC level will perform a nonstructural evalua-
tion of the systems and components required for
the planned level of nonstructural performance
identified in Table ll.l, "Nonstructural Performance
Categories.''
1.4.5.1 Change in seismic performance category. The SPC
or NPC for a hospital building may be changed by the Office
from the initial detennination in Section 1.3.3 or 1.3.4, pro-
vided the building has been modified to comply with the
requirements of Chapter 34A, Part 2 of Title 24 for the speci-
fied SPC or NPC.
1.4.5.1.1 The SPC or NPC for a hospital building may be
changed by the Office from the initial determination made per
Sections 2.0.1.2.3 or 1 1.0.1.2.1 upon the following:
1. A Seismic Evaluation Report shall be submitted and
approved which shall include either or both of the fol-
lowing:
LI A structural evaluation report in accordance with
Section 1,3.3;
L2 A nonstructural evaluation report in accordance
with Section 1.3.4.
Exception: To change an NPC 1 hospital build-
ing to an NPC 2 under this section, the
nonstructural evaluation may be limited in
scope to the systems and equipment specified in
Section 1L2.L
2. The building has been modified to comply with the
requirements of Chapter 34A, Part 2 of Title 24 for the
specified SPC or NPC.
1.4.5.1.2 Except as provided in Section L4.5.1.3. a
nonconforming hospital building that does not meet the struc-
tural and nonstructural requirements of Table 2.5.3 and Table
1 1-1 shall not provide acute care services or beds after the com-
pliance deadlines set forth in Section 1.5.1. After these dead-
lines, the following shall apply.
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SEISMIC EVALUATION PROCEDURES FOR HOSPITAL BUILDINGS
L A nonconforming hospital building used as a hospital
outpatient clinical services building shall not be classi-
fied as a hospital building. It shall comply with the pro-
visions of Health and Safety Code Section 129725. It
shall not be subject to the requirements of Title 24, Part
1, Chapter 6.
2. A nonconforming hospital building used as an acute
psychiatric hospital or multistory skilled nursing facil-
ity or intennediate care facility shall be classified as a
hospital building. However, it shall not be subject to the
requirements of Title 24. Part I, Chapter 6.
3. A nonconforming hospital building used as a sin-
gle-story wood frame or light steel frame skilled nurs-
ing facility or intennediate care facility shall not be
classified as a hospital building, and shall not be subject
to the requirements of Title 24, Part I, Chapter 6.
4. A nonconfonning hospital building used for purposes
other than those listed above shall not be classified as a
hospital building; shall not be licensed pursuant to
Health and Safety Code Section 1250(a); shall not be
subject to the requirements of Title 24. Part 1, Chapter
6; and shall not be under thejurisdiction of the Office.
1.4.5.1.3 A hospital building from which acute care services
and beds have been removed shall not provide such services
unless it has been modified to comply with the requirements of
SPC 5 and NPC 4 or 5. Prior to use for acute care service, the
SPC and/or NPC of the hospital building shall be changed in
accordance with Section L4.5T.L
1.5 Compliance requirements. All general acute care hospital
owners shall comply with the seismic performance categories,
both SPCs and NPCs, established in the seismic evaluation
procedures. Articles 2 and 1 1 and set forth in Tables 2.5.3 and
IIT, respectively.
1.5.1 Compliance deadlines.
L AfterJanuary K 2002, any general acute care hospital
building which continues acute care operation must, at
a minimum, meet the nonstructural requirements of
NPC 2. as defined in Article IK Table I LI or shall no
longer provide acute care services.
2. After January 1, 200S, any general acute care hospital
building which continues acute care operation must, at
a minimum, meet the structural requirements of SPC 2,
as defined in Article 2. Table 2.5.3 or shall no longer
provide acute care services.
Exception: A general acute care hospital may request
a delay of SPC 2 requirements if the conditions of
Section 1 .5.2 are met.
3. After January 1, 200S, any general acute care hospital
which continues acute care operation must, at a mini-
mum, meet the nonstructural requirements of NPC 3. as
defined in Article 1 1, Table 11.1 or shall no longer pro-
vide acute care services.
Exception: A general acute care hospital may request
an exemption from the anchorage and bracing
requirements of NPC 3 if all the conditions of Section
1.5.2, Item 2, are met.
4. After January 1 . 2030, any general acute care hospital
building which continues acute care operation must, at
a minimum, meet the structural requirements of SPC 3,
4 or 5, as defined in Article 2, Table 2.5.3 and the
nonstructural requirements of NPC 5, as defined in
Article 1 1 , Table 11.1 or shall no longer provide acute
care services.
1.5.2 Delay in compliance.
1. The Office may gran t the hospital owner an extension to
the January 1, 2008 seismic compliance deadline for
both structural and nonstructural requirements if com-
pliance will result in diminished health care capacity
which cannot be provided by other general acute care
hospitals within a reasonable proximity.
I . I Hospital owners requesting an extension in accor-
dance with Secfion 1.5.2 must submit an applica-
tion fonn to the Office by January K 2007. The
application form shall be accompanied by a state-
ment explaining why the hospital is seeking the
extension to the January I, 2008 seismic compli-
ance deadline. The statement shall include, at a
minimum, the following information;
(a) The length/duration of the extension request;
(b) The hospital buildings requiring an extension;
and
(c) The acute care services that will be com-
pletely or partially unavailable if the exten-
sion is denied.
1 .2 The hospital owner shall request an extension for
seismic compliance in one year increments, up to a
maximum of five years, beyond the mandated year
of compliance. The hospital owner shall also sub-
mit an amended compliance plan and schedule in
accordance with Section 1.4.5 indicating when
compliance will be obtained.
2. Any general acute care hospital located in Seismic Zone
3, as defined by Section 1627B. 2 of the 1 998 a////(jr;7/^/
Bifihliiig Code, may request an exemption from the
anchorage and bracing requirements of NPC 3 if all the
following conditions are met:
2.1 The hospital must meet the anchorage and bracing
requirements for NPC 2 by January 1, 2002;
2.2 The hospital shall submit a site-specific engineer-
ing geologic report, prepared in accordance with
Section 1634A.I of the 1995 Caiifomia Building
Code. The report shall include estimates of the
effective peak ground acceleration (EPA) with a
10 percent probability of exceedance in 50 years;
2.3 The Caiifomia Geological Survey (CGS) reviews
and approves the findings of the site-specific engi-
neering geologic report;
2.4 The site-specific engineering geologic report dem-
onstrates that the estimated EPA with a 10 percent
probability of exceedance in 50 years is less than
0.25 g;
2007 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE
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SEISMIC EVALUATION PROCEDURES FOR HOSPiTAL BUILDINGS
2.5 The hospital owner requesting the exemption shall
pay the actual costs of OSHPD and CGS for the
review and approval of the site-specific engineer-
ing geologic report.
3. Any SPC-1 building which is part of the functional con-
tiguous grouping of a general acute care hospital may
receive a five-year extension to the January 1, 200S
deadline for both structural and nonstructural require-
ments under the following conditions:
3.1 The owner must apply for an extension with the
OfTice no later than January 1 . 2004;
3.2 The owner must submit an amended compliance
plan to the Office by July K 2004:
3.3 The buildings must have met the NPC-2
nonstructural requirements by January 1, 2002;
3.4 At least one building within the contiguous group-
ing shall have obtained a building permit prior to
1973 and shall have been evaluated and classified
as SPC-l in accordance with Section 1.3;
Exception: Hospital buildings that were classified
as SPC-1 under Section 2.0.1.2.3 must submit a
structural evaluation report in accordance with
Sections 1.3.2 and 1.3.3 by January K2004.
3.5 The basic service(s) from the building shall be:
(a) Relocated to an SPC-3, 4. or 5/NPC-4 or 5
building by January 1, 2013.
;. The building shall notbe used for general
acute care service after January K 2013,
unless it has been retrofitted to an
SPC-5/NPC-4 or 5 building; or
(b) Continued in building if it is retrofitted to an
SPC-5/NPC-4 or 5 building by Januarv U
2013;
3.6 Any other SPC-1 building in the contiguous
grouping other than the building identified in sub-
section L5.2.3.4 must be retrofitted to at least an
SPC-2/NPC-3 by January K 2013, or no longer
used for acute care hospital inpatient services.
4. A post-1973 building classified as SPC-3 or 4 may
receive an extension to the January I, 2008, deadline
for both the structural and nonstructural requirements,
provided it will be closed to general acute care inpatient
service by January K 2013. The basic services in this
building shall be relocated to an SPC-5/'NPC-4 or 5
building by January K2013;
4.f Any SPC-1 building in a functional contiguous
grouping must be retrofitted to at least an
SPC-2/NPC-3 by January 1, 2013, or no longer
used for acute care hospital inpatient services.
The following conditions apply to these hospital
buildings:
(a) The owner must apply for an extension with
the Office no later than January 1, 2004;
(b) The owner must submit an amended compli-
ance plan to the Office by July 1, 2004; and
(c) The buildings must have met the NPC-2
nonstructural requirements by January 1,
2002.
5. A single building containing all of the basic services
may receive a five-year extension to the January K
2008, deadline for both structural and nonstructural
requirements under the following conditions:
5.1 The owner must apply for an extension with the
Office no later than January 1, 2004;
5.2 The owner must submit an amended compliance
plan to the Office by July 1,2004:
5.3 The building shall have obtained a building permit
prior to 1973 and shall have been evaluated and
classified as SPC-1 in accordance with Section
1.3;
Exception: Hospital buildings that were classi-
fied as SPC-l under Section 2. 0.1. 2. 3 must sub-
mit a structural evaluation report in accordance
with Sections 1,3.2 and 1.3,3 by January t,
2004.
5.4 The basic services from this building shall be:
(a) Relocated to an SPC-3, 4. or 5/NPC-4 or 5
building by January K2013.
i. The building shall not be used for general
acute care service after January K 2013.
unless it has been retrofitted to an
SPC-5/NPC-4 or 5 building; or
(b) Continued in building if it is retrofitted to an
SPC-5/>JPC-4 or 5 building by January 1,
2013.
1.6 Dispute resolution/appeals process. Dispute resolution
and appeals shall be in conformance with Article 5. Chapter 7,
Part I of Title 24.
1.7 Notification from OSHPD.
L The Office shall issue written notices of compliance to
all hospital owners that have attained the minimum
required SPC and NPC performance levels by January
1,2008. January K 2013. and January 1,2030;
2. The Office shall issue written notices of violation to all
hospital owners thalarenol in compliance with the min-
imum SPC and NPC performance levels by January L
2008, January K 2013. and January 1,2030; and
3. The Office shall notify the Slate Department of Health
Services of the hospital owners which have received a
written notice of violation for failure to comply with
these regulations.
ARTICLE 2
PROCEDURES FOR STRUCTURAL EVALUATION
OF BUILDINGS
2.0 General.
2.0.1 Structural evaluation procedure.
L The structural evaluation process shall include the fol-
lowing steps:
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SEISMIC EVALUATION PROCEDURES FOR HOSPITAL BUILDINGS
1 . 1 Sile visit and data collection;
1.2 Identification of building type;
1 .3 Completion of evaluation statements in appendix;
1.4 Follow-up field work, if required;
1.5 Follow-up analysis for "False" evaluation state-
ments;
!,6 Final evaluation for the building;
1.7 Preparation of the evaluation report; and
1.8 Submittal of evaluation report to OSHPD.
2. A general acute care hospital facility building may be
exempted from a structural evaluation upon submittal
of a written statement by the hospital owner to OSHPD
certifying the following conditions:
2.1 A conforming building as defined in Article 1,
Section L2, may be placed into SPC 5 in accor-
dance with Table 2.53 under the following cir-
cumstances:
(a) The building was designed and constructed to
thel989orlalereditionofPart2,Title24,and
(b) If any portion of the structure, except for the
penthouse, is of steel moment resisting frame
construction (Building Type 3. or Building
Type 4 or 6 with dual lateral system, as
defined in Section 2.2.3) and the building per-
mit was issued after October 25, 1994.
2.2 All other conforming buildings as defined in Arti-
cle K Section 1.2, may be placed into SPC 4 in
accordance with Table 2.5 .3, except those required
by Section 4.2.10 to be placed in SPC 3 in accor-
dance with Table 2.5.3, without the need for any
structural evaluation.
2.3 Nonconforming buildings as defined in Article 1,
Section 1.2 may be placed into SPC 1 in
accordance with Table 2.5.3 without any structural
evaluation.
2.1 Site visit, evaluation and data collection procedures.
2.1.1 Site visit and evaluation.
1. The evaluator shall visit the building to observe and
record the type, nature and physical condition of the
structure.
2. The evaluator shall review an Engineering Geological
Report on sile geologic and seismic conditions. The
report shall be prepared in accordance with Title 24,
Section I634A of 1995 California Building Code
(CBC) or equivalent provision in later version of the
CBC.
Exceptions:
L Reports are not required for one-story,
wood-frame and light steel-frame buildings of
Type (1 or Type V construction and 4.000
square feet or less in fioor area;
2. A previous report for a specific site may be
resubmitted, provided that a reevaluation is
made and the report is found by the Office to be
currently appropriate.
3. Establish the following site and soil parameters:
a. The value of the effective peak acceleration coeffi-
cient {A^ ) from Figure 2.1 and 2.1a:
b. The value of the effective peak velocity-related
acceleration coefficient {Ay) from Figure 2.1 and
2.1a;
c. The soil profile type (5|, S2. S^ or ^4 ) derived from
the geotechnical report or from Table 2. 1 ;
d. The site coelficient, (5), from Table 2.1; and
e. The ground motion parameters and near field effects
in strong ground shaking required for the evaluation
of welded steel moment frame structures per Sec-
tions 4.2.0. K 4.2.0.2 and 4.2.10.
4. Assemble building design data including:
a. Construction drawings, specifications and calcula-
tions for the original building (Note: when review-
ing and making use of existing analyses and
structural member checks, the evaluator shall assess
and report the basis of the earlier work);
b. All drawings, specifications and calculations for
remodeling work; and
c. Material tests and inspection reports for
nonconforming buildings. If the original drawings
are available.but material lest and inspection reports
are not available, perform the testing program as
specified in Section 2.1.2.2.
If structural drawings are not available, the site visit
and evaluation shall be perfonned as described in
Section 2.1.1.5, and structural data shall be collected
using the procedures in Sections 2. 1 .2. 1 and 2. 1 .2.2.
5. During the site visit, the evaluator shall:
a. Verify existing data;
b. Develop other needed data (e.g., measure and sketch
building as outlined in Section 2.1.2);
c. Verify the vertical and lateral systems:
d. Check the condition of the building; and
e. Identify special conditions, anomalies and oddities.
5. Review other data available such as assessments of
building performance following past earthquakes.
7. Prepare a summary of the data using an OSHPD-
approved format.
S. Perform the evaluation using the procedures in Sections
2.2 through 2.5.
9. Prepare a report of the findings of the evaluation using
an OSHPD-approved fonnat.
2007 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE
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SEISMIC EVALUATION PROCEDURES FOR HOSPiTAL BUILDINGS
ThenumDers assgneOtoeach ccxJnEyabng
with fhe cojnty narre are cross -relerencefl
r Figure2.1afcrdeterrTining the site
coelluents,^ ard ^.
FIGURE 2.1
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JANUARY 1, 2008 SUPPLEMENT
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SEISMIC EVALUATION PROCEDURES FOR HOSPITAL BUILDINGS
FIGURE 2.1a— EFFECTIVE PEAK ACCELERATION COEFFICIENT (A^ ) AND EFFECTIVE PEAK
VELOCITY COEFFICIENT (A, ) FOR CALIFORNIA
No.
County
EPA
EPV
A,
No.
County
EPA
Aa
EPV
A,
1
Alameda
0.40
0.40
30
Orange
0.40
0.40
2
Alpine
0.20
U.20
31
Placer
0.20
0.20
3
Amador
0.20
U.20
32
Plumas
0.20
0.20
4
Bultc
0.20
U.20
33
Riverside
0.40
0.40
5
Ca[avcras
0.20
0.20
34
Sacramento
0.20
0.30
6
Colusa
0.20
OJO
35
San Benito
0.40
0.40
7
Contra Costa
0.40
0.40
36
San Bernardino
0.40
0.40
B
Del Norte
0.20
0,20
37
San Diego
0.40
0.40
9
El Dorado
0.20
0.20
3H
San Franeisco
0.40
0.40
10
Fresno
0.40
0.40
39
San Joaquin
0.30
0.30
11
CJlcnn
0.20
0.20
40
San Luis Obispo
0.40
0.40
i:
Humboldt
0.20
0.30
41
San Mateo
0.40
0.40
13
Imperial
0.40
0.40
42
Santa Barbara
0.40
0.40
14
Invo
0.40
0.40
43
Santa Clara
0.40
0.40
15
Kern
0.40
0.40
44
Santa Cruz
0.40
0.40
16
Kings
0.40
0.40
45
Shasta
0.20
0.20
17
Lake
0.30
0.30
46
Sierra
0.20
0.20
IK
Lassen
0.20
0,20
47
Siskiyou
0.20
0.20
1^
Los Angeles
0.40
0.40
4H
Solano
0.40
0.40
2U
Madera
0.20
0.30
49
Sonoma
0.40
0.40
21
Marin
0.40
0.40
50
Stanislaus
0.40
0.40
22
Mariposa
0.20
0.30
51
Sutter
0.20
0.20
23
Mendoeino
0.40
0.40
52
Tehama
0.20
0.20
24
Merced
0.40
0.40
53
Trinity
0.20
0.30
25
Modoc
0.20
0.20
54
Tulare
0.40
0.40
2b
Mono
0.40
0.40
55
Tuolumne
0.20
0.20
27
Monterey
0.40
0.40
56
Ventura
0.40
0.40
28
Napa
0.40
0.40
57
Yolo
0.20
0.30
29
Nevada
0.20
0.20
5H
Yuba
0.20
0.20
2007 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE
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SEISMIC EVALUATION PROCEDURES FOR HOSPITAL BUILDINGS
TABLE 2.1— SOIL PROFILE TYPES AND SITE COEFFICIENTS
SOIL PROFILE
TYPE
PROFILE WITH
SITE COEFFICIENT, S
SI
Rock of any characlciislic, cither slialclikc or crystalline iii luuurc. Such
maicrial may be characterized by a shear wave velocity greater than 2,500 feci
per second or by oiher appropriate means of classification.
1.0
or
Stiff soil conditions where tlie soil deptli is less than 200 feet and the soil types
overlying rock are stable deposits of sands, gravels or stiff clays.
52
Deep eohesionless or stiff clay conditions, including sites where the soil depth
exceeds 200 feet and the soil types overlying rock are stable deposits of sands,
gravels or stiff clays.
1.2
53
Soft- to mod iuin -St iff clays and sands characterized by 30 feet or more of soft-
to medium-stiff clays with or without intervening layers of sand or other
eohesionless soils.
1.5
54
More than 70 feet of soft clays or silts characterized by a shear wave velocity less
than 400 feet per second.
2.0
2.1.2 Data collection. Building itiformation pertinent to a
structure's seismic perfonnance, including condition, configu-
ration, detailing, material strengths and foundation type, shall
be obtained in accordance with this section, and documented
on drawings and/or sketches thai shall be included with the
structural calculations.
2.1.2.1 Building characteristics. Characteristics of the build-
ing relevant to its seismic performance shall be obtained for use
in the building evaluation. This shall include current informa-
tion on the building's condition, configuration, material
strengths, detailing and foundation type. This data shall be
obtained from:
1. Review of construction documents;
2. Destructive and nondestructive testing and examina-
tion of selected building components: and
3. Field observation of exposed conditions.
The characteristics of the building shall be established,
including identification of the gravity- and lateral-load-carry-
ing systems. The effective lateral-load carrying system may
include structural and nonstructural elements that will partici-
pate in providing lateral resistance, although these elements
may not have intended to provide lateral resistance. The load
path shall be identified, taking into account the effects of any
modifications, alterations or additions.
2.1.2.1.1 Nonconforming buildings ^ilhout construction
documents. Where the available construction documents do
not provide sufficient detail to characterize the structure, the
evaluation may be based on field surveys, summarized in
as-built drawings. These drawings must depict building dimen-
sions, component sizes, reinforcing infonnation (for concrete
and masonry elements), connection details, footing informa-
tion, and the proximity of neighboring structures. All parts of
thebuildingthalmay contribute to the seismic resistance or that
may be affected by the seismic response of the structure must
be identified. The field survey shall establish the physical exis-
tence of the structural members, and identify critical load bear-
ing members, transfer mechanisms, and connections. The
survey shall include information on the stnictural elements and
connector materials and details. Performing the field survey
will entail removal of fireproofing or concrete encasement at
critical locations to permit direct visual inspection and mea-
surement of elements and connections. Nondestructive tech-
niques such as radiographic, electromagnetic and other
methods may be used to supplement destructive techniques.
L Steel elements. Steel elements shall be classified by
structural member type (e.g.. rolled or build-up, mate-
rial grade, and general properties). The survey shall
note the presence of degradation or indications of plas-
tic defontiation, integrity of surface coatings, and signs
of any past movement. For degraded elements, the lost
material thickness and reduction of cross-sectional area
and moment of inerfia shall be determined. Visual
inspection of welds shall he per American Welding
Society D I . I . "Structural Welding Code-Steel." Struc-
tural bolts shall be verified to be in proper configuration
and tightened as required in the AISC Steel Construc-
tion Manual. Rivets shall also be verified to be in proper
configuration and in full contact, with "hammer sound-
ing" conducted on random rivets to ensure they are
functional. Nondestructive testing methods, such as
dye penetrant and magnetic particle testing, acoustic
emission, radiography and ultrasound shall be used
when visual inspecfion identifies degradation or when a
particular element or connection is critical to seismic
resistance and requires further verification. For build-
ings in which archaic cast and wrought irons are
employed, additional investigations to confirm ducfil-
ity and impact resistance shall be conducted.
2. Concrete elements. The configuration and dimensions
of primary and secondary structural elements shall be
established. The configuration and condition of rein-
forcing steel shall be assessed, through removal of con-
crete cover and direct visual inspection, and through
nondestructive inspection using electromagnetic,
radiographic and other methods. Critical parameters of
66
2007 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE
SEISMIC EVALUATION PROCEDURES FOR HOSPITAL BUILDINGS
the reinforcing system, such as lap splice length, pres-
ence of iiooks, development within concrete, degree of
corrosion and integrity of the construction shall be
establisiied in sufTicient detail to perfonn the structural
evaluation.
3. Masonry elements. The configuration and dimensions
of masonry elements shall be established. The configu-
ration and condition of reinforcing-steel shall be
assessed, through removal of masonry cover and direct
visual inspection, and through nondestructive inspec-
tion using electromagnetic, radiographic and other
methods. Critical parameters of the reinforcing system,
such as lap splice length, presence of hooks, develop-
ment within concrete, degree of corrosion and integrity
of the construction shall be established in sufTicient
detail to perfonn the structural evaluation.
4. Wood elements. The configuration and dimensions of
wood elements; the connections between wood ele-
ments; and the connections between wood and other
structural components or elements such as concrete or
masonry walls shall be established. The configuration
and condition of wood members, including size, type,
grade, condition and quality shall be assessed, through
removal of finish materials, and examination of unfin-
ished areas such as attics, crawl spaces and basements.
Critical connections and elements shall be visually
inspected, using invasive procedures or removal of fin-
ishes where necessary. For shear walls, select locations
shall be exposed to allow evaluation of sheathing mate-
rial, nail size, spacing and installation (e.g., overdriven
or nails that miss or split the framing members). The
base connections of shear resisting elements shall be
inspected and evaluated for their adequacy to connect
the base of the structure to the foundation or structure
below.
5. Foundation elements. In the absence of dependable
construction drawings, determination of the size and
detailing of the foundation system requires invasive
procedures. The evaluator shall select representative
footings for exposure to establish footing size and
depth. Conservative assumptions regarding the rein-
forcement may be made considering code requirements
and local practice at the time of the design. In the
absence of evidence to the contrary, it may be assumed
that the foundation elements were adequately designed
to resist actual gravity loads to which the building has
been subjected.
2.1.2.2 Material properties. The building evaluation shall be
based on the strength and defonnation properties of the exist-
ing materials and components. The strength of existing compo-
nents shall be calculated using data on their configuration,
obtained from the original construction documents, supple-
mented by field observations and the test values of material
properties. Where such effects may have a deleterious effect on
component or structural behavior, allowances shall be made for
the likely effects ofstrain hardening or degradation. Test values
may be obtained from samples extracted from the structure, or
from original materials and compliance certificates. The Office
will determine the adequacy of the testing program.
2.1.2.2.1 Nonconforming buildings with construction docu-
ments. The material properties for nonconforming buildings
for which original construction documents of sufficient detail
are available shall be confirmed by testing or from acceptable
original materials and compliance certificates. If original mate-
rials and compliance certificates are available, they must pro-
vide the information specified in Items I through 4 of this
section to be considered acceptable.
L Steel elements. The following properties are required
for each member type (e.g., beams, columns, braces}
and each steel grade used in the structure:
a) Ultimate tensile and yield capacities;
b) Modulus of elasticity; and
c) Deformation characteristics including mode of fail-
ure.
2. Concrete elements. The following material properfies
are required for each member type (e.g., beams, col-
umns, walls) in the structure:
a) Concrete compressive strength;
b) Concrete unit weight;
c) Concrete modulus of elasticity;
d) Reinforcing steel tensile yield point;
e) Reinforcing steel modulus of elasticity;
f) Reinforcing steel chemical composition and carbon
equivalent; and
g) Reinforcing steel surface deformations.
3. Masonry elements. The following material properties
are required for each type of masonry in the structure:
a) Masonry compressive strength;
b) Masonry unit weight;
c) Masonry modulus of elasticity;
d) Reinforcing steel tensile yield point;
e) Reinforcing steel modulus of elasticity;
f) Reinforcing steel chemical composition and carbon
equivalent; and
g} Reinforcing steel surface deformations.
4. Wood elements. The following material properties are
required for each type of wood element in the structure:
a) Identification of Wood Species, and
b) Grade Material. (Note: This may be established by
visual inspection or stamped labels on the element.)
2.1.2.2.2 Nonconforming buildings ^^ilhout conslruetion
documents. The material properties for nonconforming build-
ings for which original construction documents of sufTicient
detail are unavailable shall be confinned by testing. The num-
ber and location of tests shall be selected so as to provide suffi-
cient information to adequately define the existing condition of
materials in the building. The evaluator shall determine the
number and location of tests. The lest locations shall be located
throughout the entire building in those components which pro-
vide the primary path of lateral force resistance.
2007 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE
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SEISMIC EVALUATION PROCEDURES FOR HOSPITAL BUILDINGS
2.2 Selection and use of evaluation statements.
2.2.1 Identineation of building type. The evaiuator shall
detemiine the building type using the following procedure:
1. Identify the lateral- force- resisting system using text
and drawings, including whatever components are
available and effective to constitute a system. Prepare
floor and roof plans, and elevations and sketches of the
lateral'force-resisting system.
2. Select one or more of the 15 common building types
which best characterize the structure (see Sections 2.2.2
and 2.2.3 below). Structures with multiple lateral force
resisting systems {different lateral systems in orthogo-
nal directions, or structures where the system changes
from level to level) may require the use of two or more
building types. In the case of hybrid structures or other
buildings that cannot be adequately classified using the
15 building types, the alternative analysis procedure
shall be used, or the building shall be placed in SPC "1.''
3. Reproduce from the Appendix the list of evaluation
statements. These statements shall be used for all types
of buildings. Some statements on the list may not be
appropriate. These statements may be marked "NA" as
"not applicable." The Appendix also contains the set of
evaluation statements that address foundations and
geologic site hazards, and nonstructural elements.
2.2.2 Using the general procedure. The general procedure
involving use of the set of evaluation statements presented in
the Appendix consists of the following steps:
1. Evaluate the basic building system according to the
evaluation statements in Article 3;
2. Evaluate the vertical systems resisting lateral forces
according to Article 4 (moment frames). Article 5
(shear walls) or Article 6 (braced frames) as appropri-
ate. For buildings with a combination of vertical sys-
tems, each system in the building must be evaluated;
3. Evaluate the diaphragm or horizontal bracing system
according to Article 7;
4. Evaluate the structural connections according to Article
8;
5. Evaluate the foundation and possible geologic site haz-
ards according to Article 9;
6. Evaluate the nonstructural elements that involve imme-
diate life-safety issues according to Article 10: and
7. Evaluate the critical nonstructural components and sys-
tems according to Article 1 1 .
If a statement is found to be true, the condition being evalu-
ated is acceptable according to the criteria of these regulations,
and the issue may be set aside. If a statement is found to be
false, a condition exists that needs to be addressed further.
using the specified analysis procedures. Analysis procedures
are given in Section 2.4. Each statement includes a reference to
a particular section in Articles 3 through 10 where additional
procedures for the resolution of the issues are given. Theevalu-
ator shall assemble the list of deficiencies and the results of the
analysis and proceed to the fmal evaluation in Section 2.5.
2.2.3 Common building types. The evaluator shall determine
the type(s) of building being evaluated, choosing from among
the following 15 common types:
1. Building Type 1 — Wood, light frame. These build-
ings are typically small structures of one or more sto-
ries. The essential structural character of this type is
repetitive framing by wood joists on wood studs. Loads
are light and spans are small. These buildings may have
relatively heavy chimneys and may be partially or fully
covered with veneer. Lateral loads are transferred by
diaphragms to shear walls. The diaphragms are roof
panels and floors. Shear walls are exterior walls
sheathed with plank siding, stucco, plywood, gypsum
board, particle board or fiberboard. Interior partitions
are sheathed with plaster or gypsum board.
2. Building Type 2 — Wood, commercial and indus-
trial. These are buildings with a floor area of 5,000
square feet or more and with few, i f any, interior bearing
walls. The essential structural character is framing by
beams on columns. The beams may be glulam beams,
steel beams or trusses. Lateral forces usually are
resisted by wood diaphragms and exterior walls
sheathed with plywood, stucco, plaster or other panel-
ing. The walls may have rod bracing. Large exterior
wall openings often require post-and-beam framing.
Lateral force resistance on those lines may be achieved
with steel rigid frames or diagonal bracing.
3. Building Type 3 — Steel moment frame. These build-
ings have a frame of steel columns and beams. Lateral
forces are resisted by the development of flexural
forces in the beams and columns. In some cases, the
beam-column connections have very small moment
resisting capacity but. in other cases, the connections of
some of the beams and columns were designed to fully
develop the member capacities. Lateral loads are trans-
ferred by diaphragms to moment resisting frames. The
diaphragms can be of almost any material. The frames
develop their stiffness by full or partial moment con-
nections. The frames can be located almost anywhere in
the building. Usually the columns have their strong
directions oriented so that some columns act primarily
in one direction while the others act in the other direc-
tion, and the frames consist of lines of strong columns
and their intervening beams.
4. Building Type 4 — Steel braced frame. These build-
ings are similar to Type 3 buildings except that the verti-
cal components of the lateral -force -resisting system are
braced frames rather than moment frames.
5. Building Type 5 — Steel light frame. These buildings
are pre-engineered and prefabricated with transverse
rigid frames. The roof and walls consist of lightweight
panels. The frames are built in segments and assembled
in the field with bolted joints. Lateral loads in the trans-
verse direction are resisted by the rigid frames with
loads distributed to them by shear elements. Loads in
the longitudinal direction are resisted entirely by shear
elements. The shear elements can be either the roof and
wall sheathing panels, an independent system of
68
2007 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE
SEISMIC EVALUATION PROCEDURES FOR HOSPITAL BUILDINGS
tension-only rod bracing, or a combination of panels
and bracing.
6. Building Type 6 — Steel Frame with concrete shear
walls. The shear walls in these buildings are
cast-in-place concrete and may be bearing walls. The
steel frame is designed for vertical loads only. Lateral
loads are transferred by diaphragms of almost any
material to iheshearwalls. The steel frame may provide
a secondary lateral-force-resisling system depending
on the stiffness of the frame and the moment capacity of
the beam-column connections. In "dual" systems, the
steel moment frames are designed to work together with
the concrete shear walls in proportion to their relative
rigidities. In this case, the walls would be evaluated
under this building type and the frames would be evalu-
ated under Type 3. Sieel Moment Frames.
7. Building Type 7 — Steel frame with infill shear walls.
This is one of the older type of buildings. The infill
walls usually are offset from the exterior frame mem-
bers, wrap around them, and present a smooth masonry
exterior with no indication of the frame. Solidly infilled
masonry panels act as a diagonal compression strut
between the intersections of the moment frame. If the
walls do not fully engage the frame members (i.e.. lie in
the same plane), the diagonal compression struts will
not develop. The peak strength of the diagonal strut is
detentiined by the tensile stress capacity of the masonry
paneL The post-cracking strength is determined by an
analysis of a moment frame that is partially restrained
by the cracked infilL The analysis shall be based on
published research and shall treat the system as a com-
posite of a frame and the infill. An analysis that attempts
to treat the system as a frame and shear wall is not
permitted.
8. Building Type 8 — Concrete moment frame. These
buildings are similar to Type 3 buildings except that the
frames are of concrete. There is a large variety of frame
systems. Older buildings may have frame beams that
have broad shallow cross sections or are simply the col-
umn strips of fiat-slabs.
9. Building Type 9 — Concrete shear walls. The vertical
components of the lateral-force-resisting system in
these buildings are concrete shear walls that are usually
bearing walls. In older buildings, the walls often are
quite extensive and the wall stresses are low but rein-
forcing is light. Remodeling that entailed adding or
enlarging the openings for windows and doors may crit-
ically alter the strength of the modified walls. In newer
buildings, the shear walls often are limited in extent.
generating the need for boundary members and addi-
tional design consideration of overturning forces.
1 0. Building Type 10 — Concrete frame with infill shear
walls. These buildings are similar to Type 7 buildings
except that the frame is of reinforced concrete. The
analysis of this building is similar to that recommended
for Type 7 except that the shear strength of the concrete
columns, after cracking of the infill, may limit the semi-
ducfile behaviorof the system. Research that is specific
to confinement of the infill by reinforced concrete
frames shall be used for the analysis.
11. Building Type II — Precast/tllt-up concrete walls
with lightweight fiexible diaphragm. These buildings
have a wood or metal deck roof diaphragm thai distrib-
utes lateral forces to precast concrete shear walls. The
walls are thin but relatively heavy while the roofs are
relatively light. Tilt-up buildings often have more than
one story. Walls can have numerous openings for doors
and windows of such size that the wall behaves more
hke a frame than a shear wall.
12. Building Type 12 — Precast concrete frames with
concrete shear walls. These buildings contain fioor
and roof diaphragms typically composed of precast
concrete elements with or without cast-in-place con-
crete topping slabs. The diaphragms are supported by
precast concrete girders and columns. The girders ofien
bear on column corbels. Closure strips between precast
fioor elements and beam-column joints usually are
cast-in-place concrete. Welded steel inserts often are
used to interconnect precast elements. Lateral loads are
resisted by precast or cast-in-place concrete shear
walls.
13. Building Type 13 — Reinforced masonry bearing
walls with wood or metal deck diaphragms. These
buildings have perimeter bearing walls of reinforced
brick or concrete -block masonry. These walls are the
vertical elements in the lateral-force-resisting system.
The fioors and roofs are framed either with wood joists
and beams with plywood or straight or diagonal sheath-
ing or with steel beams with metal deck with or without
a concrete fill. Wood fioorframing is supported by inte-
rior wood posts or steel columns: steel beams are sup-
ported by steel columns.
14. Building Type 14 — Reinforced masonry bearing
walls with precast concrete diaphragms. These
buildings have bearing walls similar to those of Type 13
buildings, but the roof and fioors are composed of pre-
cast concrete elements such as planks or tee-beams, and
the precast roof and fioor elements are supported on
interior beams and columns of steel or concrete
(casl-in-place or precast). The precast horizontal ele-
ments may have a cast-in-place topping.
15. Building Type 15 — Unreinforced masonry (URM)
bearing wall buildings. These buildings include struc-
tural elements that vary depending on the building's age
and. to a lesser extent, its geographic location. In build-
ings built before 1900, the majority of fioor and roof
construction consists of wood sheathing supported by
wood subframing. In large multistory buildings, the
fioors are cast-in-place concrete supported by the
unreinforced masonry walls and/or steel or concrete
interior framing. In buildings built after 1950,
unreinforced masonry buildings with wood fioors usu-
ally have plywood rather than board sheathing. The
perimeter walls, and possibly some interior walls, are
unreinforced masonry. The walls may or may not be
anchored to the diaphragms. Ties between the walls and
diaphragms are more common for the bearing walls
than for walls that are parallel to the fioor framing.
Unreinforced masonry bearing wall buildings
2007 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE
SO
SEISMIC EVALUATION PROCEDURES FOR HOSPITAL BUILDINGS
(TYPE 1 5) shall be assigned to SPC 1 . No further anal-
ysis is required,
2.3 Follow-up field work. The firsl assessment of the evalua-
tion staLenienis may indicate a need for more information about
the building. The evaiuator shall make additional site visits,
performing the necessary surveys and tests to complete the
evaluation.
2.4 Analysis of the building. The general requirements for
building analysis (including the determination offeree level,
horizontal distribution of lateral forces, accidental torsion,
interstory drift and overturning) are summarized in this sec-
tion. For cases where dynamic analysis is required, the general
requirements are given in Section 2.4.10.
2.4.1 Scope of analysis. When an evaluation statement is false
and requires further analysis, the evaluator shall provide
appropriate analyses that will cover the statement require-
ments. For the analysis, the evaluator will:
1. Calculate the building weights;
2. Calculate the building period;
3. Calculate the lateral force on the building;
4. Distribute the lateral force over the height of the build-
ing;
5. Calculate the story shears and overturning moments;
6. Distribute the story shears to the vertical resisting ele-
ments in proportion to their relative stiffness;
7. Examine the individual elements as required by the
evaluation statements:
a. Load and reaction diagrams for diaphragms and for
the vertical resisting elements;
b. Shearing stresses and chord forces in the diaphragm:
c. Vertical components (walls and frames) and find the
story deflections, member forces and deflections;
and
d. Total forcesordeflectionsaccordingto thespecified
load combinations.
For moment frames consisting of beams and columns, the
distribution of story shears to the vertical lateral-force-resisl-
ing elements in that story may be in proportion to their relative
stiffness. In multistory frame-shear wall structures or in struc-
tures where the vertical resisting elements have significantly
differentlateralstifrnesses,orwhere the stiffnesses of the verti-
cal resisting elements change significantly over the height of
the structure, an analysis of the entire structure under the pre-
scribed lateral loads shall he performed,
2.4.2 Demand. All building components evaluated shall resist
the effects of the seismic forces prescribed herein and the
effects of gravity loadings from dead, floor live and snow
loads. The following load combinations shall be used:
Q=\AQd^Ql^Os^Qe (2-1)
or
Q= Q3Qd ± Qe
where:
Q = the effect of the combined loads,
Qb = the effect of dead load.
(2-2)
Qe = the effect of seismic forces.
Qi = the effective live load is equal to 25 percent of the
unreduced design Uve load but not less than the actual
live load.
Qs = the effective snow load is equal to either 70 percent of
the full design snow load or. where conditions warrant
and are approved by OSHPD, not less than 20 percent
of the full design snow load except that, where the
design snow load is less than 30 pounds per square foot,
no part of the load need be included in seismic loading.
The seismic portion of the demand (Qe) is obtained from
analysis of the building using the seismic base shear (V) from
Equation 2-3.
2.4.3 Seismic analysis of the building.
2.4.3.1 Base shear. The seismic base shear determined from
Equation 2-3 is the basic seismic demand on the building. Ele-
ment forces and deflections obtained from analysis based on
this demand are the element demands (Qe) to be used in the
load combinations of Equations 2-1 and 2-2. The demands are
modified in some cases as discussed in Section 2.4.11.
The seismic base shear fF^ in a given direction shall be deter-
mined as follows:
V=C,W
(2-3)
where:
Cf = the seismic design coefficient determined by Equation
2-4 or 2-5.
W = the total dead load and applicable portions of the fol-
lowing:
' In storage and warehouse occupancies, a minimum
of 25 percent of the floor live;
■ Where an allowance for partition load is included in
the floor load design, the actual partition weight or a
minimum weight of 10 psf of floor area, whichever
is greater;
• Total operating weight of all permanent equipment;
and
■ The effective snow load as defined in Section 2.4.2.
The seismic coefTicient (C^) for existing buildings shall be
detenninedas follows:
C. =0.67
RT-
0.80.4^,5
(2-4)
where:
Ay
= the peak velocity-related acceleration coefficient given
in Figures 2.1 and 2.1a.
R = a response modification coefficient from Table 2.4.3.1.
S = the site coefficient given in Table 2.1. In locations
where the soil properties are not known in sufficient
detail to determine the Soil Profile Type Si shall be
used. Soil Profile Type S4 need not be assumed unless
OSHPD determines that Soil Profile Type S4 may be
present at the site, or in the event the Soil Profile Type
S4 is estabhshed by the geotechnical engineer.
70
2007 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE
SEISMIC EVALUATION PROCEDURES FOR HOSPITAL BUILDINGS
TABLE 2.4.3.1— RESPONSE COEFFICIENTS^
R
c„
SYSTEM
6.5
4.5
3J
4
1.25
4
4
3
3.5
1.25
Bearing wall &y&lem&
Liglit-franicd walls with shear panels
Ri:^inforcc<i concrete shear walls
Reinforced masonry shear walls
Conceiilrieally braced frames
Unreiiiforeed masonry shear walls
S
7
7
5
5.5
4.5
3.5
4
4
4.5
4,5
5
4
3
IJ
Building Tranie systems
Heeentrically braced frames, moment-resisting
conneelions at columns away from link
Heeentrically braced frames, no n moment-resisting
connections at columns away from link
Light-framed walls with shear panels
Concentrically braced frames
Reinforced concrete shear walls
Reinforced masonry shear walls
Tension-only braced frames
Unreinforccd masonry shear wall^
S
4
4.5
-1
5.5
5,5
3.5
4
Momenl-resisting Trame system
Special moment frames ot steel
Special moment frames of reinforced concrete
Inlermediatc moment frames of reinforced concrete
Ordinary moment frames of steel
Ordinary moment frames of reinforced concrete
8
7
6
S
6.5
8
4
4
5
6.5
5.5
5
Dual system nitii a special moment frame
capable oT resisting at least 25 percent of
prescribed seismie forces.
Complementarv seismic -res is tins elements
Eccentrically braced frames, moment-rcsisling
conneelions at columns away from link
Eccentrically braced frames, nonmoment-resisting
conneelions at columns away from link
Concenirically braced frames
Reinforced concrete shear walls
Reinforced masonry shear walls
Wood sheathed shear panels
5
6
5
7
4.5
5
4.5
4.5
Dual system with an intermediate moment
frame of reinforced concrete or an ordinary
moment frame of steel capable of resisting at
least 25 percent of prescribed seismic forces.
Complementarv seisniic-resistins elements
Concentrically braced frames
Reinforced concrete shear walls
Reinforced masonry shear walls
Wood sheathed shear panels
2.5
2.5
1.25
2.5
2,5
1,25
Inverted pendulum structures
Special moment frames of siruciural steel
Special moment frames of reinforced concrete
Ordinary moment frames of siruciural steel
Some building system? i^uch q^t prec.isE momenl resisting frames are not I i 5 led
ia Table 2.4.3. 1 . When an unll^led building system musi be evaluated, Ihc
evaluator shall perform an allernale analy.sis per Seclion 2.7 or place ihe
building inSPC I.
T = the futidamental period of the building.
The value ofC^ need not be greater than:
C =0.85
25^
R
212^
R
where:
A^ = the effective peak acceleration coefficient given in Fig-
ures 2.1 and 2.1a.
2.4.3.2 Period. For use in Equation 2-4, the value of T shall be
calculated using one of the following methods:
Method 1. The value of Tmay be taken to he equal to the
approximate fundamental period of the building {T^ ) deter-
mined as follows:
a. For buildings in which the lateral- force-resisting system
consists of moment-resisting frames capable of resisting 100
percent of the required lateral force and such frames are not
enclosed or adjoined by more rigid components tending to pre-
vent the frames from deflecting when subjected to seismic
forces:
3/4
Ta - Cjh^
(2-6a)
where:
Ct = 0.035 for steel frames.
Ct = 0.030 for concrete frames.
h„ = the height in feet above the base to the highest level of
the building.
b. As an alternate for concrete and steel moment-resfst-
ing-frame buildings of 12 stories or fewer with a minimum
story height of 10 feet, the equation T^^ =QAQN. where i\'= the
number of stones, may be used in lieu of Equation 2-6a.
c. For all other buildings,
0.05/;
(2-6b)
r. =-
VI
where:
L = the overall length fin feet) of the building at the base in
the direction under consideration.
Method 2. The fundamental period T may be estimated
using the structural properties and deformaiional characteris-
tics of the resisting elements in a properly substantiated analy-
sis. This requirement may be satisfied by using the following
equation:
r = 27T
(2-7)
TABLE 2.4.3.2— COEFFICIENT FOR UPPER LIMIT ON
CALCULATED PERIOD
Ay
c.
0.4
1.2
0.3
L3
0.2
L4
(2-5)
The values of f, represent any lateral force, associated with
weights u„ distributed approximately in accordance with the
principles of Equations 2-S, 2-9 and 2-10 or any other rational
distribution. The elastic deflections, ^/j, should be calculated
using the applied lateral forces./. The period used for compu-
tation of Cs ^hall not exceed C^T^, where C^ is given in Table
2A3.2.
2007 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE
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SEISMIC EVALUATION PROCEDURES FOR HOSPITAL BUILDINGS
2.4.3.3 Direction of seismic forces. Assume that seismic
forces will come from any horizontal direclion. The forces may
be assumed to act nonconcurrenily in Ihedirectlon of each prin-
cipal axis of [he striiciure except as discussed in Section
2.4.3.5.
2.4.3.4 L'plift. The beneficial effects of uplift at the foundation
soil level may be considered, using the alternative analysis
procedure.
2.4.3.5 Orthogonal effects. The critical load effect due to
direction of application of seismic forces on the building may
be assumed to be satisfied if components and their foundations
are designed for the following combination of prescribed
loads: 100 percent of the forces for one direction plus 30 per-
cent of the forces forthe perpendicular direction. The combina-
tion requiring the maximum component strength should be
used.
Exception: Diaphragms and components of the seismic
resisting system utilized in only one of the two orthogonal
directions need not be designed for the combined effects.
2.4.3.6 Combinations ofstructural systems. When combina-
tions of structural systems are incorporated into the same struc-
ture, the following requirements shall he satisfied:
1. Vertical combinations.
1.1 Structures not having the same structural system
throughout their height shall be evaluated using
the dynamic lateral force procedure.
Exceptions:
1. Structures five stories or less without
stiffness and strength irregularities may
be evaluated using the equivalent lateral
force procedures; and
2. Structures conforming to Section
2.4.3.6.2. below.
1.2 A two-stage analysis may be used if a structure
contains a relatively rigid base supporting a flexi-
ble upper portion and both portions considered
separately can be classified as regular structures.
The rigid base shall have a calculated natural
period in each direction of not more than 0.06 sec-
onds. The periods shall be evaluated using Eq. 2-7,
or its equivalent, considering the total mass of the
flexible upper portion concentrated at the top of
the rigid base. The flexible upper portion shall be
evaluated as a separate structure supported later-
ally by the rigid base. The rigid base shall be evalu-
ated as a separate structure. The reactions of the
flexible upper portion shall be applied at the top of
the rigid base, amplified by the ratio of the/? and C/
factors of the superstructure divided by those for
the base structure. The values of R and Cj for the
base structure shall be greater than or equal to
those used for the superstructure. The total lateral
force on the base shall include the forces deter-
mined for the base itself
2. Combinations along dilTerenl Axes. If a building has
a bearing wall system in only one direction, the value of
R used for systems in the other direction shall not be
greater than that used for the bearing wall system.
2.4.3.7 Vertical distribution of forces. The lateral force (F^).
induced at any level, shall be determined as follows:
and
F. = Q.V
C .^^
{2-8}
(2-9)
1=1
where:
Cyy = vertical distribution factor.
y]f and
hy = the height (feet) from the base to Level I or .v.
k = an exponent related to the building period as follows:
For buildings having a period of 0.5 second or less, k
= I.
For buildings having a period of 2.5 seconds or more, A
= 2.
For buildings having a period between 0.5 and 2.5 sec-
onds, k may be taken as 2 or may be determined by lin-
ear interpolation between 1 and 2.
V = total design lateral force or shear at the base of the
building.
II ^ and
ivV = the portion of the total gravity load of the building (W)
located or assigned to Level I or x.
2.4.3.8 Horizontal distribution of shear. The story shear.
( l\), shall be distributed to the various vertical elements of the
lateral- force- resisting system in proportion to Iheir rigidities,
considering the rigidity of the diaphragm.
2.4.3.9 Horizontal torsional moments. The increased shears
resulting from horizontal torsion where diaphragms have the
capability to transmit that torsion shall be evaluated. The acci-
dental torsional moment shall be determined assuming dis-
placements of the centers of mass each way from their
calculated locations. The minimum assumed displacement of
the center of mass at each level shall be five percent of the
dimension at that level measured perpendicular to the direction
of the applied force. For each element, the most severe loading
shall be considered.
2.4.3.10 Overturning. Every structure shall be capable of
resisting the overturning effects caused by earthquake forces
specified. At any level, the overturning moments to be resisted
shall be estimated using those seismic forces /'FjL//;f/FJ that act
on levels above the level under consideration. At any level, the
incremental changes of the overturning moment shall be dis-
tributed to the various resisting elements in the same propor-
tion as distribution of the horizontal shears to those elements.
The foundations of buildings (but not the connection of the
building to the foundation), except inverted pendulum struc-
tures, shall be evaluated for the foundation overturning design
moment (M^j at the foundation-soil interface determined using
the overturning moment at the base with an overturning
moment reduction factor of 0.75.
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SEISMIC EVALUATION PROCEDURES FOR HOSPITAL BUILDINGS
2.4.3.11 P-delta effects. The resulting member forces and
moments and the story drifts induced by P-deitaefTects shall be
considered in the evaluation of overall structural frame stabil-
ity. P-delta need not be considered if the drift satisfies the
''Quick Check for Drift" given in Section 2.4.7.
2.4.3.12 Foundations. The foundation shall be capable of
transmitting the base shear and the overturning forces defined
in this article from the structure into the supporting soiL The
short-term dynamic nature of the loads may be taken into
account in establishing the soil properties.
2.4.3.12.1 Soil capacities. The capacity of the foundation soil
in bearing or the capacity of the soil interface between pile, pier
or caisson and the soil shall be sufficient to support the struc-
ture with all prescribed loads, other than earthquake forces,
taking due account of the settlement thai the structure is capa-
ble of withstanding. For the load combination including earth-
quake, the soil capacities must be sufficient to resist loads at
acceptable strains considering boih ihe short time of loading
and the dynamic properties of Ihe soiL Allowable soil capaci-
ties mulfiplied by a factor of2.0 may be used, except that values
for sliding friction may not be increased.
2.4.3.12.2 Structural materials. The strength of concrete
foundation components subjected to seismic forces alone or in
combinafion with other prescribed loads and their detailing
requirements shall be determined from ihe provisions of ACI
3 IS. Reductions to foundation component capacities shall be
made where components do not meet the requirements of ACI
31S.
2.4.4 Deformation and drift. When deformations and drift
limits need to be checked, such as for frames failing the ""Quick
Check of Drift'' and slender seismic resisting systems of any
type, compute the elastic deformations caused by the required
forces and then multiply by the factor Cj to detennine the total
deformations. Interstory drifts shall not exceed 0.0133/j,vi,
where //^.^ is the story height below level jc. For purposes of this
drift analysis only, it is permissible to use the computed funda-
mentnlperiod(r)ofthebuilding without the upper bound limi-
tation specified in Section 2.4.3.2 when determining drift level
seismic design forces.
2.4.5 Demand on diaphragms. The deflection in the plane of
the diaphragm shall not exceed the permissible deflection of
the attached elements as determined by the evaluator. Permissi-
ble deflection permits the attached element to maintain its
structural integrity under the individual loading and confinue
to support the prescribed loads without endangering the occu-
pants of the building.
Floorandroof diaphragms shall be designed to resist a mini-
mum force equal to 0.5.-1 / times the weight of the diaphragm
and other elements attached to the building plus the portion of
the seismic shear force at that level. ( i\ ). required to be trans-
ferred to the components of the vertical seismic-resisfing sys-
tem because of offsets or changes in stiffness of the vertical
components above and below the diaphragm.
Diaphragms shall provide for both the shear and bending
stresses resulting from these forces. Diaphragms shall have ties
or struts to distribute the wall anchorage forces into the dia-
phragm as prescribed in Section 3.6.4 of the \99ANEHRP Rec-
ommended Provisions.
2.4.6 Demand on parls and portions of the building. Parts
andporfions of structures and pennanent nonstructural compo-
nents and equipment supported by a structure and their attach-
ments, as idenfifiedinthe building evaluation procedures, shall
be evaluated to verify that they are capable of resisting the
seismic forces specified below. All attachments or appendages,
including anchorages and required bracing, shall be evalu-
ated for seismic forces. Nonrigid equipment, the structural fail-
ure of which would cause a life-safety hazard, also shall be
evaluated.
Each element or component evaluated shall be capable of
resisting a total lateral seismic force, F^,. where:
Fp^Q.67{AvCcWc) (2-10)
where:
Ay = the velocity-related acceleration coefficient given in
Figures 2.1 and 2.1a.
Cj. = a coefficient given in Table 2.4.6.
W^- = the weight of the element or component.
The NPC of the building shall be determined using the pro-
cedures in Article 1 1.
TABLE 2.4.6— SEISMIC COEFFICIENT, C,
C^
Paris of
structure
Wal[s:
tJnbiaccd (caiitilcvcrcd parapets and watis)
Other c.vtcrior watis at and above the ground
floor
All interior bearing and nonbearing walls
and partitions
2.4
U.9
Masonry or eonerete fences over 6 feet high
0.9
Penthouse (except where framed by an
extension of the building frame)
0.9
Connections for prefabricated structural
elements other than walls w fth force applied
at the center of gravitjr'
0.9
Non&lructural
components
Exterior and interior ornamentations and
appendages
2.4
Chimneys, stacks, trussed towers and tanks:
Supported on or projecting as an unbraced
canti fever above the roof more than one-ha[f
its total height
All others including those supported below
the roof with unbraced projection above the
roofless than one-half its height or braced or
guyed to the structural frame at or above its
center of mass
2.4
0.9
Mechanical, plumbing and electrical
equipment
0.9
Anchorage for suspended ceilings and light
fixtures
0.9
2.4.7 Quick checks of strength and stiffness. Evaluation
statements may require quick check estimates of the strength
and stiffness of the building.
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SEISMIC EVALUATION PROCEDURES FOR HOSPiTAL BUILDINGS
To check the average shear stress or drift for upper stories in
addition to the first story, the story shear for an upper story may
be approximated as follows;
^J =
111
~W
IIV
(2-11)
where:
j = number of story level under consideration.
n = total number of stories above ground level.
V = base shear from Equation 2-3.
Vj = maximum story shear at story Level 7.
W = total seismic dead load.
Wj = total seismic dead load of all stories above Levely (see
Section 2.4J),
2.4.7.1 Story drift for moment FramesThe following equa-
tion for the drift ratio is applicable only to regular, multistory,
multibay frames with columns continuous lop and bottom:
h
DR=,
HE
VX.
(2-12)
where:
Cj = defiection amplification factor from Table 2.4. 3. L
DR = drift ratio = interstory displacement divided by
interstory height.
= modulus of elasticity (ksi).
= story height (in.).
= moment of inertia (in. ).
= I/L for the beam.
= 1/h for the column.
= center-to-center length (in.).
V^. = shear in the column (kips).
For reinforced concrete frames, use appropriate cracked sec-
tion properties pursuant to ACl 318-95 or later For other con-
figurations of frames, compute the drift ratio from the
principles of structural mechanics.
2.4.7.2 Shearing stress in concrete frame columns. The
equation for a quick estimate of the average shearing stress,
(v^,^, ), in the columns of concrete frames is as follows:
E
h
I
h
L
^.^■ =
N^-n,.
(V.
A.
(2-13)
where:
A^. = summation of the cross-sectional area of all columns in
the story under consideration.
n^. = total number of columns.
Hf = total number of frames in the direction of loading.
Vf = story shear from Equation 2-1 1.
Equation 2-13 assumes that nearly all of the columns in the
frame have similar stiffness. For other configurations of
frames, compute the shear stress in the concrete columns from
the principles of structural mechanics.
2.4.7.3 Shearing stress in shear walls. The equation for a
quick estimate of the average wall shear stress (Vavg) is as fol-
lows:
V = — '-
""^ A..
(2-14)
where:
A„. =
summation of the horizontal cross- sectional area of all
shear walls in the direction of loading. The wall area
shall be reduced by the area of any openings. For
masonry walls, use the net area. For wood-framed
walls, use the length rather than the area.
V, = story shear at the level under consideration determined
from Equation 2-1 1.
The allowable stresses for the various types of shear wall
building are given in Section 5.1 for concrete shear walls. Sec-
tion 5. 3 for reinforced masonry shear walls. Section 5A for
unreinforced masonry shear walls and Section 5.6 for wood
shear walls.
2.4.7.4 Diagonal hracing. The equation for a quick estimate of
the average axial stress in the diagonal bracing (ft.,) is as fol-
lows:
/..=
'-. 1
^■A'. J
(2-15)
where:
S
= the average area of a diagonal brace (in, ).
= average length of the braces (ft).
= number of braces in tension and compression if the
braces are designed for compression; if not, use the
number of braces in tension, if the braces are not
designed for compression.
average span length of braced spans (ft),
maximum story shear at each level (kips).
'V =
2.4.8 Procedure for evaluating unreinforced masonry bear-
ing wall buildings. Unreinforced masonry bearing wall build-
ings shall automatically be placed in SPC I .
2.4.9 Element capacities. Calculate element capacities on the
ultimate-strength basis of the 1994 NEHRP Rtconjincfult'tl
Pfxjvixions.
When calculating capacities of deteriorated or damaged ele-
ments, the evaluator shall make appropriate reductions in the
material strength, the section properties and any other aspects
of the capacity affected by the deterioration.
2.4.9.1 Wood. The basic document is Chapter 9 of the 1994
NEHRP Recommended Provia ions, as modified in Section 5.6
of these regulations.
2.4.9.2 SiceL The basic document is Chapter 5 of die 1994
NEHRP Recommended Provisions, as modified in Articles 4
and 6 of these regulations.
2.4.9.3 Concrete. The basic document is ACl 31S-89. Because
this document is on an ultimate-strength basis, the 1994
NEHRP Recommended Provisions specifies special load fac-
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SEISMIC EVALUATION PROCEDURES FOR HOSPITAL BUILDINGS
lors Ihat include the factor of 1.0 for earthquake effects {see
Equations 2-1 and 2-2).
2.4.9.4 Masonry. The basic document is Chapter 8 of the IQQ4
NEHRP Recommended Provisions, as modified in Article 5 of
these regulations.
2.4.10 Dynamic analysis. Unless otherwise noted, the proce-
dures given in Articles 3 through 10 use the eqiiivaleni lateral
force procedure. The use of a dynamic analysis procedure is
required for the following:
1 ) Buildings 240 feet or more in height;
2) Buildings with vertical irregularities caused by signifi-
cant mass or geometric irregularities;
3) Buildings where the distribution of the lateral forces
departs from that assumed in the equivaienl lateral force
procedure; and
4) Where required bythe evaluation statements in Articles
3 through 10.
Dynamic analysis procedures shall conform to the criteria
established in this section. The analysis shall be based on an
appropriate ground motion representation as specified in this
section and shall be performed using accepted principles of
dynamics. Structures that are evaluated in accordance with this
section shall comply with all other applicable requirements.
2.4.10.1 Ground motion. The ground motion representation
shall be an elastic response spectra developed for mean values
for the specific site, in accordance with the procedures in Title
24, Section \b29k.l oi \995 Calif ornia Build mg Code {Q^C)
or equivalent provision in later version of the CBC.
2.4.10.2 Mathematical model. A mathematical model of the
physical structure shall represent the spatial distribution ofihe
mass and sfiffness of the structure to calculate the significant
features of its dynamic response. A three-dimensional model
shall be used when the dynamic analysis involves a structure
with an irregular plan configuration and rigid or semirigid
diaphragms.
2.4.10.3 Analysis procedure.
2.4.10.3.1 Response spectrum analysis. An elastic dynamic
analysis of a structure shall use the peak dynamic response of
all modes having a significant contribution to total structural
response. This requirement may be satisfied by demonstrating
that for the modes considered, at least 90% of the participating
mass of the structure is included in the calculation of response
in each principal horizontal direction. Peak modal responses
are calculated using the ordinates of the appropriate response
spectrum curve that corresponds to the modal periods. Maxi-
mum modal contributions shall be combined in a statistical
manner using recognized combination methods to obtain an
approximate totai structural response.
2.4.10.3.2 Scaling of results. When the base shear for a given
direction is less than thai required by the equivalent lateral
force procedure, the base shear shall be increased to the value
prescribed in that procedure. All corresponding response
parameters, including deflections, member forces and
moments, shall be increased proportionately.
When the base shear for a given direction is greater than that
required by the equivalent lateral force procedure, the base
shear may be decreased to the value prescribed in that proce-
dure. All corresponding response parameters, including
defiections, member forces, and moments, may be decreased
proportionately.
2.4.10.3.3 Post-yield analyses. Post-yield analyses of a sim-
plified model of the building may be made to estimate the non-
linear displacements of the structural system. If the analyses is
made with a two-dimensional planar model, the additive tor-
sional displacement shall be established through methods that
are equivalent to those used for response spectra analyses.
The displacements or rotations of structural members esti-
mated by the post-yield analysis shall be compared with rele-
vant experimental data to determine the adequacy of the
member or system.
2.4.10.4 Torsion. The analysis shall account for torsional
effects, including accidental torsional effects, as prescribed in
Section 2.4.3.9. Where three-dimensional models are used for
analysis, effects of accidental torsion shall be accounted for by
appropriate adjustments in the model such as adjustment of
mass locations or by equivalent static procedures such as pro-
vided in Section 2.4.3.9.
2.4.11 Acceptance criteria. The elements to be analyzed are
specified in the procedures given in Articles 3 through 10. The
total demand. O. is calculated by Equation 2-1 or 2-2 as modi-
fied below. The capacity, C, is calculated according to the pro-
cedures of Section 2,4,9, The basic acceptance criterion is:
Q<C
{2-17)
Where elements or portions of a lateral force resisting sys-
tem are expected to behave in a less ductile manner than the
system as a whole, the term Qe in Equation 2-1 or 2-2 shall be
modifiedorspecialcalculations be made to account for the dif-
ferent failure modes of the various elements. Modification of
Qe. and special calculafion procedures and when they shall be
used, are described in Articles 3 through 8.
If all significant elements meet the basic acceptance criteria
as specified herein, no further analysis is needed.
2.4.12 Assessment of element deficiencies. The result of the
checks specified in Articles 3 through 10 will show whether or
not the elements meet the requirements of the 1994 NEHRP
Recommended Provisions as modified herein.
For those elements not meeting the specified acceptance cri-
teria, the relafive hazard or seriousness of the deficiencies shall
be assessed. Deficiencies shall be ranked according to:
1) Degrees of ''overstress" {both total and seismic);
2) Element importance in the load path; and
3) Building, ductile and element stability.
2.5 Final evaluation.
2.^.1 Review the statements and responses. Upon comple-
tion of the analysis and field work, the evaluator shall review
the evaluation statements and the responses to the statements to
ensure that all of the concerns have been addressed.
2.5.2 Assemble and review the results of the procedures.
Upon completion of the procedures given in Articles 3 through
10, the evaluator shall assemble and review the results.
2.5.2.1 Q versus C. The criterion £> < C is an indication of
whether an element meets the requirements of the 1994
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SEISMIC EVALUATION PROCEDURES FOR HOSPiTAL BUILDINGS
NEHRP Recommenc/ed Provisions a& modified for these regu-
lations. However, because O involves gravity effects, tiie ratio
of ^to C for an element must be considered in light of the seis-
mic demand versus capacity in order to fully determine the seri-
ousness of the earthquake hazard.
2.5.2.2 De/Ce Ratios. The severity of the deficiencies shall be
assessed by listing the De/Ce ratios in descending order. The
element with the largest value is the weakest link in the build-
ing. If the element can fail without jeopardizing the building,
then the SPC may be based upon the element with the next
lower ratio, and so on. Failure of an element will not jeopardize
the building provided an alternate load path (neglecting the
failed element) exists, and the vertical and lateral stability of
the structure, or portions of the structure, is not impaired. The
presence of an element with a D^/Ce greater than one. where
failure of that element will jeopardize the stability of the build-
ing or element, requires that nonconforming buildings be
placed in SPC 1. For confonning buildings, see the appropriate
evaluation statement.
2.5.2.3 Qualitative issues. Some of the procedures identify
specific deficiencies without any calculation. These deficien-
cies will automatically place buildings in SPC 1, 3 or 4.
2.5.3 Final evaluation. The final evaluation will place the
building in the appropriate the SPC (Table 2.5.3), based on a
review of the qualitative and quantitative results of the proce-
dures and the list of deficiencies. In general, an unmitigated
"false'' answer 10 an evaluation statement will lower the SPC of
the Building. A ''false" evaluation statement may be consid-
ered mitigated if the building, element or component is justi-
fied using the procedure outlined in the evaluation statement,
or the effects of the condition are incorporated in the overall
evaluation, as described in Section 2.5.2.2.
2.5.3.1 Conlorming buildings. Conforming buildings, other
than those of welded steel moment frame construction (Build-
ing Type 3 and possibly Building Types 4 and 6. if a dual sys-
tem is present), without any unmitigated "false'' evaluation
statements shall be placed in SPC 5. Other confonning build-
ings shall be placed in the lowest SPC directed by the evalua-
tion statements.
2.5.3.2 Nonconforming buildings. An unmitigated ''False"
answer to any evaluation statement shall result in
nonconforming buildings being placed in SPC I, unless
directed otherwise by the procedures for that particular evalua-
tion statement. All other nonconforming buildings shall be
placed in SPC 2.
2.6 The final report. The report shall include the following
elements:
1 . A description of the building, including photographs,
and sketches of the lateral-force-resisting system using
an OSHPD approved format;
2. The set of statements from the Appendix, with a synop-
sis of the investigation and supporting calculations that
were made;
3. A list of the deficiencies that must be remedied in order
to change statement responses from false to true:
4. The SPC for the building, with comments on the rela-
tive importance of the deficiencies; and
5. TheNPC for the building.
2.7 Alternative analysis. The owner of a building may elect to
perform an Alternative Analysis, to evaluate a structure in
more detail than that provided by the evaluation procedures
specified in these regulations. The methodology of an Alterna-
tive Analysis must be approved in advance by OSHPD, and
shall meet the following criteria:
TABLE 2.5.3— STRUCTURAL PERFORMANCE CATEGORIES (SPC)
SPC
DESCRIPTION
SPCl
Buildings posing a significant risk of collapse and a danger to tlic public. These buildings must be brought up to the SPC 2 level
by January I, 2U0y. or be removed from acute care service.
SPC 2
Buildings in compliance with the pre-1973 CtiUfomiti BuiitHfrg Shiudui-ds Code or other applicable standards, but not in
compliance with the structural provisions of the Alquist Hospital Facilities Seismic Safety Act. These buildings do not
significantly jeopardize life, but may not be repairable or functional following strong ground motion. These buildings must be
brought into compliance with the slruclural provisions of the Alquist Hospital Facilities Seismic Safety Act, its regulations or
its retrofit provisions by January 1, 2U3U, or be removed from acute care service.
SPC 3
Buildings in compliance with the slruclural provisions of the Alquist Hospiial Facilities Seismic Safety Act, utilizing steel
moment-resisting frames in regions of high seismicity as defined in Section 4.2.10 and constructed under a permit issued prior
to October 25. 1994. These buildings may experience structural damage which docs not significantly jeopardize life, but may
not be repairable or functional following strong ground motion. Buildings in this category will have been conslruclcd or
reconstructed under a building permit obtained through USHPD. These buildings may be used to January I. 2030, and beyond.
SPC 4
Buildings in compliance with the structural provisions of the Alquist Hospiial Facilities Seismic Safety Act, bui may experience
structural damage which may inhibit abilily to provide services to the public following strong ground molion. Buildings in lliis
category will have been constructed or reconstructed under a building permit oblained through OSHPD. These buildings may
be used to January I, 2030, and beyond.
SPC 5
Buildings in compliance wilh the slruclural provisions of the Alquist Hospiial Facilities Seismic Safety Aei, and reasonably
capable of providing services to Ihc public following strong ground motion. Buildings in this category will have been
constructed or reconstructed under a building permit obtained through OSHPD. These buildings may be used without restriction
to Januarv I, 2030, and bevond.
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SEISMIC EVALUATION PROCEDURES FOR HOSPITAL BUILDINGS
1. Data collection on the Structure and site conditions shall
be perfonned in accordance with the appropriate Sec-
tions of Article 2 of these regulations. Depending upon
the type of analysis to be performed, additional data
regarding the as built condition and material properties
may be required;
2. The Alternative Analysis shall be based on a site spe-
cific ground motion as specified in Section 341 3 A. 1.2
of the 2007 CalifGi-uk} BuiUUng Cotle (CBC);
3. The analysis of the structure shall determine the distri-
bution of strength and deformation demands produced
by the design ground shaking and other seismic haz-
ards. The analysis shall address seismic demands and
capacities to resist these demands for all elements in the
structure that either:
• Are essential to the lateral stability of the structure
(primary elements); or
' Are essential to the vertical load-carrying integrity
of the building.
4. The analysis procedure may consist of a linear or non-
linear analysis. The analytical methods and acceptance
criteria shall conform to Section 3403A.2.3.4 of the
2007 CBC and nonlinear time history analysis proce-
dure shall be reviewed and approved, in advance, by
OSHPD.
ARTICLES
PROCEDURES FOR BUILDING SYSTEMS
3.0 Introduction. This article sets forth general requirements
that apply to all buildings: load path, redundancy, configura-
tion, adjacent buildings and the condition of the materials.
3.1 Load path. The structure contains a complete load path for
seismic force effects from any horizontal direction that serves
to transfer the inertial forces from the mass to the foundation.
For confonning buildings, the evaluator may consider this
condition as mitigated, and no calculations are necessary. The
load path is the mostessential requirement fora building. There
must be a lateral -force- resisting system thai forms a load path
between the foundation and all diaphragm levels and that ties
all of the portions of the building together. The load path must
be complete and sufficiently strong.
3.2 Redundancy. The structure will remain laterally stable
after the failure of any single element.
Check whether stability of the structure depends on a single
element. If the failure of a single element {member or connec-
tion) will result in loss of lateral stability, the element shall be
checked for adequacy using an amplification factor of C^/2,
but not less than 1.5. P-delta effects shall be included in this
check.
3.3 Configuration. Vertical irregularities are defined in terms
of discontinuities of strength, stiffness, geometry and mass.
Horizontal irregularities involve the horizontal distribution
of lateral forces to the resisting frames or shear walls. Irregular-
ities in the shape of the diaphragm itself (i.e., diaphragms that
are L-shaped or have notches) are covered in Article 7.
3.3.1 Weak story. Visual observation or a Quick Check indi-
cates that there are no significant strength discontinuifies in any
2007 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE
of the vertical elements in the lateral-force-resisting system;
the story strength at any story is not less than 80 percent of the
strength of the story above.
For buildings designed and constructed in accordance with
the 1989 or later editions of Part 2, Title 24, the evaluator may
consider this condition as mitigated, and no calculations are
necessary. Check story strengths individually. Where a weak
story exists, the resisting elements shall be checked: include
P-delta effects and inelastic demand. To compensate for the
concentration of inelastic action where the story strength of the
weak story is less than 65 percent of the story above, amplify
the design forces in the weak story by the factor Cj /2. but not
less than 1.5. Conforming buildings which fail this check shall
be placed in SPC 4.
3.3.2 Soft story. Visual observation or a Quick Check indicates
that there are no significant sfiffness discontinuities in any of
the vertical elements in the lateral-force-resisting system; the
lateral stiffness of a story is not less than 70 percent of that in
the story above or less than 80 percent of the average stiffness
of the three stories above.
For buildings designed and constructed in accordance with
the 1989 or later editions of Part 2. Title 24, the evaluator may
consider this condition as mitigated, and no calculations are
necessary. The deficiency is in the stiffness of certain porfions
of the building. Where a soft story condition is indicated, the
sfiffness of the building shall be calculated story by story, in
order to determine whether a story falls within the definition of
a soft slory. Where a soft story exists, the resisting elements
shall be checked: include P-delta effects. For buildings more
than 65 feet or five stories tall, a dynamic analysis shall be per-
formed to compute the distribution of seismic forces.
3.3.3 Geometry. There are no significant geometrical irregu-
larities; there are no setbacks (i.e., no changes in horizontal
dimension of the lateral-force-resisfing system of more than 30
percent in a story relative to the adjacent stories}.
For buildings designed and constructed in accordance with
the 1989 or later editions of Part 2, Title 24, the evaluator may
consider this condition as mitigated, and no calculations are
necessary. Where geometric irregularities exist, a dynamic
analysis shall be performed to compute the vertical distribution
of seismic forces.
3.3.4 Mass. There are no significant mass irregularities; there
is no change of effective mass of more than 50 percent from one
story to the next, excluding light roofs.
For buildings designed and constructed in accordance with
the 1989 or later editions of Part 2. Title 24, the evaluator may
consider this condifion as mitigated, and no calculations are
necessary. The deficiency is in the distribufion of mass in the
building. The effecfive mass is the real mass consisting of the
dead weight of the fioor plus the actual weights of partitions
and equipment. Where mass irregularities exist, a dynamic
analysis shall be performed to compute the vertical distribufion
of seismic forces.
3.3.5 Vcrlkal discontinuities. All shear walls, infilled walls
and frames are continuous to the foundation.
For buildings designed and constructed in accordance with
the 1989 or later editions of Part 2. Title 24, the evaluator may
consider this condifion as mitigated, and no calculations are
JANUARY 1, 2008 SUPPLEMENT
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SEISMIC EVALUATION PROCEDURES FOR HOSPiTAL BUILDINGS
necessary. The primary deficiency is in the strength of the col-
umns that support the wall or frame. The secondary deficiency
is in the strength of the connecting strut or diaphragm. Con-
forming buildings which fail these checks shall be placed in
SPC4.
Procedure for columns: Check the columns that support the
upper vertical lateral load-resisting element for their capacity
to support the gravity loads plus the overturning forces. The
overturning forces shall be based on the design forces ampli-
fied by the factor C^//2, but not less than 1.5, or on the capacity
of the vertical lateral load-resisting element to resist lateral
force if this is greaten The column check shall include P-della
effects.
Procedure for strut or diaphragm: Check the strut or dia-
phragm for its ability to transfer the load from the discontinu-
ous clement to the lower resisting element.
3.3.6 Torsion. The lateral-force-resisting elements form a
well-balanced system that is not subject lo significant torsion.
SigniRcanttorsion will be taken as any condition where the dis-
tance between the story center of rigidity and the story center of
mass is greater than 20 percent of the width of the structure in
either major plan dimension.
For buildings designed and constructed in accordance with
the 1989 or later editions of Part 2. Title 24, the evaluator may
consider this condition as mitigated, and no calculations are
necessary. One deficiency is in the layout and the strengths and
stiffness of the walls and frames of the lateral- force-resisting
system. Another deficiency is in the strength of columns that
are not part of the latera I -force- resisting system but are forced
to undergo displacements due lo the rotation of the diaphragm.
Verify the adequacy of the system by analyzing the torsional
response using procedures that are appropriate for the relative
rigidities of the diaphragms and the vertical resisting elements.
Calculate the maximum story drift (the average building drift
plus the additional displacement due to torsion). Verify that all
vertical load-carrying elements can maintain their load-carry-
ing ability under the expected drifts. When checking columns,
include P-delta effects and consider inelastic demand. Con-
fonning buildings which fail this check shall be placed in SPC
4.
3.4 Adjaccnl buildings. There is no immediately adjacent
structure that is less than half as tall or has floors/levels that do
not match those of the building being evaluated. A neighboring
structure is considered to be ^'immediately adjacent" if it is
within 2 inches times the number of stories away from the
building being evaluated.
The deficiency is the distance between the buildings. Report
the condition as a hazard. Where both buildings are designed
and constructed in accordance with the 1989 or later editions of
Part 2, Title 24, the evaluator may consider this condition as
mitigated. Other confonning buildings which fail these checks
shall be placed in SPC 4.
3.5 Deflection incompatibilky. Column and beam assemblies
that are not part of the lateral-force-resisting system (i.e.. grav-
ity load-resisting frames) are capable of accommodating
imposed building drifts, including amplified drift caused by
diaphragm deflections, without loss of vertical load-carrying
capacity
For conforming buildings, the evaluator may consider this con-
dition as mitigated, and no calculations are necessary. The defi-
ciency is in the ductility of the vertical load-carrying system.
Calculate the expected drifts using the procedures in Section
2.4.4. Use net section properties for all reinforced concrete ele-
ments in the lateral-force-resisting system. Include the lateral
displacements due to diaphragm deflections, using the dia-
phragm loading computed in Section 2.4.6. Evaluate the capac-
ity of the nonlateral-force-resisting columns and beam
assemblies to undergo the combined drift, considering
moment-axial force interaction and column shear.
3.6 Sliort "captive" columns. There are no columns with
height-to-depth ratios less than 75 percent of the nominal
height-to-depth ratios of the typical columns at that level.
The deficiency is in the tendency of short captive columns to
attract high shear forces because of their high stiffness relative
to adjacent elements. Calculate the story drift, and determine
the shear demand (Vj in the short column caused by the drift
{\\,=2M/L}. The ratio of VJV„ shall be less than one. where V„
is the column nominal shear capacity computed in accordance
with ACI criteria. Conforming buildings which fail these
checks shall be placed in SPC 4.
3.7 Evaluation ormalcrials and conditions.
3.7.1 Dctcrioralion of wood. None of the wood members
shows signs of decay, shrinkage, splitting, fire damage or sag-
ging, and none of the metal accessories is deteriorated, broken
or loose.
The deficiency is in the capacity of the deteriorated ele-
ments. Determine the cause and extent of damage. Identify the
lateral-force-resisting system and determine the consequences
of the damage lo the system. The system shall be judged ade-
quate if it can perform with the damaged elements. Check the
structural systems with appropriate reductions in member
properties.
3.7.2 Overdriven nails. There is no evidence of overdriven
nails in the shear walls or diaphragms.
The deficiency is in the capacity of the fasteners. Check the
wall demand and capacity, using reduced strength due to
overdriven fasteners.
3.7.3 Deterioration of steel. There is no significant visible
rusting, corrosion or other deteriorafion in any of the steel ele-
ments in the vertical- or laieral-force-resisting systems.
The deficiency is the reduction in cross-section of the ele-
ments. Check the structural systems with appropriate reduc-
tions in member properties. See Article 4 for inspection
requirements for welded steel moment-resisting frame
structures.
3.7.4 Deterioration of concrete. There is no visible deteriora-
tion of concrete or reinforcing sleel in any of the frame
elements.
The deficiency is the reduction in member properties. Check
the structural systems with appropriate reductions in member
capacities.
3.7.5 Post-tensioning anchors. There is no evidence of corro-
sion or spalling in the vicinity of post-tensioning or end fit-
tings. Coil anchors have not been used.
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SEISMIC EVALUATION PROCEDURES FOR HOSPITAL BUILDINGS
The deficiency is the reduced area of the prestress strands
and. with coil anchors, the ability of the anchorage to maintain
itsgrip under cyclic loading. Inspect a sample of the concrete in
the area of the anchorage to detentiine its condition. Determine
the cause and extent ofthe deterioration. Consider the effects of
anchorage failure on the vertical and lateral load-carrying
capacity of the structure.
3.7.6 Concrete wall cracks. All diagonal cracks in the wall
elements are 1 .0 mm or less in width, are in isolated locations
and do not form an X pattern.
The deficiency is the reduced capacity of the wall. Deter-
mine the cause and extent of the cracking. Check the structural
systems with reduced wall capacity.
3.7.7 Cracks in boundary columns. There are no diagonal
cracks wider than 1 .0 mm in concrete columns that encase the
masonry infills.
The deficiency is the reduced capacity of the walL Evaluate
the wall with limited capacity assigned to the deteriorated ele-
ments. Determine the cause and extent of the damage.
3.7.8 Precast concrete walls. There is no significant visible
deterioration of concrete or reinforcing steel or evidence of dis-
tress, especially at the connections.
The deficiency is in the strength of the connections. Deter-
mine the cause and extent of distress and check the structural
systems with appropriate reductions in capacity.
3.7.9 Masonry joints. The mortar cannot be easily scraped
away from the joints by hand with a metal tool, and there are no
significant areas of eroded mortar.
The deficiency is in the strength of the wall. Check the ade-
quacy of the walls with the strength determined by tests. This
evaluation statement also applies to masonry veneers present
on the exterior or interior walls of the building.
3.7.10 Masonry units. There is no visible deterioration of
large areas of masonry units.
The deficiency is in the strength of the units. Determine the
cause and extent of deterioration and use reduced capacity in
detennining the adequacy of the units.
3.7.1 1 Cracks in infill walls. There are no diagonal cracks in
the infilled walls that extend throughout a panel or are greater
than LO mm wide.
The deficiency is the reduced capacity of the wall. Deter-
mine the cause and extent of the cracking. If appropriate, check
the structural systems with reduced wall capacity.
ARTICLE 4
PROCEDURES FOR
MOMENT-RESISTING SYSTEMS
4.0 Inlrodnction. Moment frames develop their resistance to
lateral forces through the flexural strength and continuity of
beam and column elements. Moment frames may be classified
as special, intentiediate and ordinary frames.
For evaluations using these regulations, it is not necessary to
detentiine the type of frame in the building. The issues are
addressed by appropriate acceptance criteria in the specified
procedures. For determination of element capacities, see Arti-
cle 2, Section 2.4.9.
4.1 Frames with inHII walls.
4.1.1 Interfering walls. All infill walls placed in moment
frames are isolated from structural elements.
For conforming buildings, the evaluator may consider this
condition as mitigated, and no calculations are necessary. The
deficiency is an inappropriate connection of the wall to the
frame. Evaluate the relative strength and stiffness of the walls
and frames, considering the nature and size of the joint or con-
nection between the wall and the frame. If the strength of the
walls is not commensurate with the stiffness, the building
should be treated as Type 7 or Type 10 (Article 2, Section 2.2.3
"Common Building Types'*), a frame with infill walls. If the
infill walls do not extend the full story height and are not prop-
erly isolated from the frame columns, evaluate the column
shear demand and capacity, based on a column height equal to
the clear distance from the top of the wall to the bottom of the
slab or beam above, amplifying the design forces in the short
column by CJl, but not less than 1 .5. The shear demand need
not exceed the shear capacity corresponding to flexural capac-
ity of the column, based on a column height equal to the clear
distance from the top of the wall to the bottom of the slab or
beam above.
4.2 Steel moment frames. Welded steel moment frames may
be subject to detailed frame joint evaluation requirements, as
outlined in this section. The purpose of this joint evaluation is
to determine if the building has experienced joint damage in
strong ground shaking.
4.2.0.1 Preliminary screening. All welded steel moment
frame structures shall undergo a detailed frame joint evaluation
if the building is located at a site that has experienced the fol-
lowing:
1. An earthquake ofmagnitude greater than orequal to 6.5
that produced ground motion in excess of 0.20 g; or
2. An earthquake that generated ground motion in excess
of 0.30 g.
The ground motion estimates shall be based on actual instru-
mental recordings in the vicinity of the building. When such
ground mofion records are not available, ground motion
estimates may be based on empirical or analytical techniques.
All ground motion estimates shall reflect the site-specific soil
conditions.
4.2.0.2 Additional indicators. A detailed frame joint evalua-
tion of the building shall be perfonned if any of the following
apply:
1. Significant structural damage is observed in one or
more welded steel moment frame structures located
within 1 km of the building on sites with similar, or
more finn, soil properties;
2. An earthquake having a magnitude of 6.5 or greater,
where the structure is located within 5 km of the trace of
a surface rupture or within the vertical projection of the
rupture area when no surface rupture has occurred;
3. Significant architectural or structural damage has been
observed in the building following an earthquake; or
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SEISMIC EVALUATION PROCEDURES FOR HOSPiTAL BUILDINGS
4. Entry to the building has been limited by the building
official because of earthquake damage, regardless of
the type or nature of the damage.
4.2.0.3 Connection inspections. Detailed frame joint evalua-
tions shall be performed in accordance with the procedures in
the Inten'fn Guideiincs: Evuluiitlou. Rt^piilr. Moclificution and
Dc'sig}! aj IVcidt'd Sled Momefif Franii.' SlrficfuiL's, FEMA267.
August 1995.
4.2.1 Drift check. The building satisfies Ihe Quick Check of
the frame drift.
For conforming buildings, the evaiuator may consider this
condition as mitigated, and no calculations are necessary.
Check drift using the procedures in Section 2.4.7. 1 against the
prescribed limit. If the drift exceeds the limiting drift at any
story level, the structure shall be evaluated with full-frame
analysis using the anticipated distribution of lateral forces to
the moment-resisting frames and including P-delta effects.
Check the other statements using the demand from this
analysis.
4.2.2 Compact members. All moment-frame elements meet
the compact section requirements of the basic AISC
documents.
For conforming buildings, the evaiuator may consider this
condition as mitigated, and no calculations are necessary. The
deficiency is in the member capacities. Check member capaci-
ties, using member demands obtained from a frame analysis.
Calculate member capacities using appropriate criteria for
noncompact sections. Check the member capacities using
appropriated values (e.g.. noncompact members require use of
the R value for ordinary frames).
4.2.3 Beam penetrations. All openings in frame-beam webs
have a depth less than one-fourth of the beam depth and are
located in the center half of the beams.
For conforming buildings, the evaiuator may consider this
condition as mitigated, and no calculations are necessary. The
deficiency is in the shear capacity of the beam. Check that the
shear capacity of the beam is sufficient to develop the flexural
plastic hinge. If the shear capacity is insufficient to develop the
flexural capacity of the member, use the R value for ordinary
frames.
4.2.4 Moment connections. All beam-column connections in
the lateral-force-resisiing moment frame have full-penetration
flange welds and a bolted or welded web connection.
For confonning buildings, the evaiuator may consider this
condition as mitigated, and no calculations are necessary. The
deficiency is in the strength of the connection. Check the con-
nection on the basis of its strength. Check the member capaci-
ties using appropriate R values. Connections that do not
develop the flexural capacity of the member require use of the
R value for ordinary frames.
4.2.5 Column splices. All column splice details of the
moment-resisting frames include connection of both flanges
and the web.
For confonning buildings, the evaiuator may consider this
condition as mitigated, and no calculations are necessary. The
deficiency is in the strength of the bolts or welds in the connec-
tion. Check the adequacy of the splice connection for all grav-
ity and seismic loads. Amplify the seismic load for partial-pen-
etration welded splices by the factor CJ2.
4.2.6 Joint webs. All web thicknesses within joints of
moment-resisting frames meet AISC criteria for web shear.
For conforming buildings, the evaiuator may consider this
condition as mitigated, and no calculations are necessary. The
deficiency is in the strength of the web. Calculate the joint
shear capacity using formulas given in the AISC provisions
and compare it to the demand from an equivalent lateral force
analysis or the average column shear, f',,, calculated for the
Quick Check for drill.
4.2.7 Girder flange continuity plates. There are girder flange
continuity plates at joints.
For confonning buildings, the evaiuator may consider this
condition as mitigated, and no calculations are necessary. The
deficiency is in the strength of the joint. Check joints without
such plates using AISC provisions^ using the R value for ordi-
nary frames.
4.2.8 Strong column/weak beam. At least one half of the
joints in each story are strong column/weak beam (33 percent
on every line of moment frame). Roof joints need not be
considered.
The deficiency is excessive ductility demand and displace-
ment in a single story. Compare beam and column moment
capacities, including the eflect of axial force. The evaiuator
may consider this condition mitigated if the joints in the build-
ing meet the provisions of Section 271 0(g)5 of the 1992 edition
of Pari 2, Title 24. Conforming buildings which do not meet
those provisions shall be placed in SPC 4.
4.2.9 Out-of-plane bracing. Beam-column joints are braced
out-of-plane.
For conforming buildings, the evaiuator may consider this
condition as mitigated, and no calculations are necessary. The
deficiency is in the stability of the beam-column joint. Verify
the joint bracing by visual observation.
4.2.10 P re-North ridge earthquake welded moment frame
joints. Welded steel moment frame beam-column joints are
designed and constructed in accordance with recommenda-
tions in FEMA 267, Inierim Guidelines: Evaluutlun. Repair,
Modification and Design of Welded Sseel Afomcnl Frame
Stmctures, August 1995.
For buildings constructed under permit issued after October
25, 1994, the evaiuator may consider this condition as miti-
gated. The deficiency is in the ductility of the beam-column
joint. The following procedures shall be used for categorizing
buildings with welded steel moment frame joints:
Procedure for conforming buildings: Confonning build-
ings located in Seismic Zone 4 of 1995 GaUfuruia Btfikling
Gode (CBC) or later version of the CBC, within a zone desig-
nated as being potentially subject lo near field effects in strong
ground shaking, shall be placed in SPC 3.
All other conforming buildings shall be placed in SPC 4.
Procedure for nonconforming buildings: Nonconforming
buildings shall be placed in SPC 2.
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SEISMIC EVALUATION PROCEDURES FOR HOSPITAL BUILDINGS
4.3 Concrete moment frames. The details covered in evalua-
tion statements in Sections 4.3.4 through 4.3.14 will be found
in frames that have been designed and detailed for ductile
behavior If any one detail is not present, the frames are not
considered to meet life-safety goals, and nonconforming build-
ings shall be placed in SPC 1. For conforming buildings, see
the appropriate evaluation statement. For buildings designed
and constructed in accordance with the 1989 or later editions of
Part 2, Title 24, the building may assume *'true" responses to all
evaluation statements in this section.
4.3.1 Shearing stress check. The building satisfies the Quick
Check of the average shearing stress in the columns.
For confomiing buildings, the evaluator may consider this
condition as mitigated, and no calculations are necessary. Per-
fonn a quick estimation of the average shearing stress in the
columns according to the procedure specified in Section
2.4.7.2. If the average column shear stress is greater than 60
psi, a more detailed evaluation of the structure shall be per-
fonned. This evaluation shall employ a more accurate estima-
tion of the level and distribution of the lateral loads; use the
procedures outlined in Section 2.4.
4.3.2 Drift check. The building satisfies the Quick Check of
story drift.
For confonning buildings, the evaluator may consider this
condition as mitigated, and no calculations are necessary.
Check drift using the procedures in Section 2.4.7. 1 against the
prescribed limit. If the drift exceeds the limiting drift at any
story level, the structure shall be evaluated with fulNframe
analysis using the anticipated distribution of lateral forces to
the moment-resisting frames and including P-delta effects as
found in Section 2.4.1. Check the other statements using the
demand from this analysis.
4.3.3 Prestresscd frame elements. The lateral-load-resisting
frames do not include any prestresscd or post-tensioned
elements.
For conforming buildings, the evaluator may consider this
condition as mitigated, and no calculations are necessary. The
deficiency is in the strength of the frames during inelastic
straining. Check the capacity of the members and joints using
all of the mild steel reinforcing that is available and bonded
prestressing when appropriate. The lvalue used for evaluation
shall reflect the ductility and damping of the system. Where
better information is not available, multiply the R value
selected on the basis of mild reinforcement by 0.75 to account
for the effect of prestressing.
4.3.4 Joint eecentrieify. There are no eccentricities larger than
20 percent of the smallest column plan dimension between
girder and column cenlerlines.
For conforming buildings, the evaluator may consider this
condition as mitigated, and no calculations are necessary. The
deficiency is in the strength of the frame, either the members or
the joints or both. Evaluate the frames considering the addi-
tional shear stresses caused by the joint torsion.
4.3.5 No shear failures. The shear capacity of frame members
is greater than the moment capacity.
For conforming buildings, the evaluator may consider this
condition as mitigated, and no calculations are necessary. The
deficiency is inadequate shear capacity in the columns or
beams. Compare V^ with the member shear capacity. ^V,^. cal-
culated in accordance with ACl 318 Appendix. The ratio
VJ^V,^ shall be less than or equal to 1 .0.
4.3.6Strongeolunin/weakbcani. The moment capacity of the
columns is greater than that of the beams.
The deficiency is in column capacity. Compare the sum of
the beam moment capacities to that of the column capacities.
Include the participation of the slab in the beam capacities. The
moment capacity to be compared is the plastic moment. Mp,,
Theratioofthesumof the A/^f, for the columns to the sum of the
M^yf for the beams is required to be not less than 1 .2. Conform-
ing buildings which do not meet this criteria shall be placed in
SPC 4.
4.3.7 Stirrup and tie hooks. The beam stirrups and column
ties are anchored into the member cores with hooks of 135
degrees or more.
The deficiency is in the shear resistance and confinement of
the member Detennine if beam stirrups and column ties are
appropriately anchored into member cores with hooks of 1 35
degrees or more. Confonning buildings which do not meet this
criteria shall be placed in SPC 4.
4.3.8 Column-tie spacing. Frame columns have ties spaced at
dIA or less throughout their length and at 8 t!i,. or less at all
potential plastic hinge regions.
The deficiency is in the shear capacity of the column. Report
this condition as a deficiency. Conforming buildings which do
not meet this criteria shall be placed in SPC 4.
4.3.9 Column-bar splices. All column bar lap splice lengths
are greater than 35 t!i,. long and are enclosed by fies spaced at 8
J/„ or less.
The deficiency is in the strength and ductility of the column.
Compare the splice length provided with that required by Sec-
tions 12.2 and 12.15 of the ACl 318 provisions. Confonning
buildings which do notmeetthiscriteriashallbeplacedinSPC
4.
4.3.10 Beam bars. At least two longitudinal top and two longi-
tudinal bottom bars extend continuously throughout the length
of each frame beam. At least 25 percent of the steel provided at
the joints for either positive or negative moment is continuous
throughout the members.
For conforming buildings, the evaluator may consider this
condition as mitigated, and no calculations are necessary. The
deficiency is in the strength and ducfility of the beam. Deter-
mine if the required beam bars are present. For conforming
buildings, the evaluator may consider this condition as miti-
gated, and no calculations are necessary.
4.3.11 Beam-bar splices. The lap splices for longitudinal
beam reinforcing are located within the center half of the mem-
ber lengths and not in the vicinity of potential plastic hinges.
The deficiency is in the strength and ductility of the beam.
Determine if the beam bar splices are detailed and located such
that the yield capacity of the beam can be developed. Conform-
ing buildings which do not meet this criteria shall be placed in
SPC 4.
2007 CALIFORNIA BUILDING STANDARDS ADMlfJlSTRATlVE CODE
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SEISMIC EVALUATION PROCEDURES FOR HOSPITAL BUILDINGS
4.3.12 stirrup spacing. All beams have stirrups spaced at dl2
or less throughout their length and at S d^,. or less at potential
hinge locations.
For confonning buildings, the evaiuator may consider this
condition as mitigated, and no calculations are necessary. The
deficiency is in the strength and ductility of the beam. Deter-
mine if the stirrups meet the specified spacing requirements,
such that the yield capacity of the beam can be developed,
4.3.13 Beam truss bars. Bent-up longitudinal steel is not used
for shear reinforcement.
For confontiing buildings, the evaiuator may consider this
condition as mitigated, and no calculations are necessary. The
deficiency is in the strength and ductility of the beam. Deter-
mine if bent-up shear reinforcement is present. If present,
check the shear capacity of the element ignoring the effects of
the bent-up longitudinal bars.
4.3.14 Joint reinforcing. Column ties extend at their typical
spacing through all beam-column joints at exterior columns.
For buildings designed and constructed in accordance with
the 1989 or later editions of Part 2, Title 24, the evaiuator may
consider this condition as mitigated, and no calculations are
necessary. The deficiency is in the strength and ductility of the
beam-column joint. Calculate the joint capacity, /■„ and the
joint shear, V,. The joint shear is calculated at a horizontal sec-
tion at mid-height of the joint. The horizontal shear at the criti-
cal section is obtained from summation of horizontal forces in a
free-body diagram of the upper half of the joint as V^ = {Ti-\- T,.)
- K^, where T/and T,. the forces in theflexural tensile reinforce-
ment in the beams on the leftandrightsidesof the joint, respec-
tively, are calculated assuming a steel stress equal to \.25 fy.
See Figure 4 JT4 forcomputationof F^„ The ratio F/Kp shall be
less than or equal to I. Conforming buildings which do not
meet this criteria shall be placed in SPC 4.
4.3.15 Flat Slab frames. The system is not a frame consisting
of columns and a flat slab/plate without beams.
For buildings designed and constructed in accordance with
the 1989 or later editions of Part 2, Title 24, the evaiuator may
consider this condition as mitigated, and no calculations are
necessary. Perform adetailed analysis, or assign the building to
SPC 1.
4.4 Precast concrete moment frames.
4.4.1 Precast frames- The lateral loads are not resisted by pre-
cast concrete frame elements.
For conforming buildings, the evaiuator may consider this
condition as mitigated, and no calculations are necessary. The
deficiency is in the strength of the connections. Check the ade-
quacy of the precast frames. Where lateral movement will
cause strength capacities to be first exceeded at connections,
use R = C^ = ].5 unless there is information on connection
behavior that justifies higher values. Where all yielding occurs
within members, use the i?-value for the appropriate
cast-in-place frame.
Calculate H^whh
iy-1.25fk;
where fy is ihe
specified yieH
sress.
V^
Mp
FIGURE 4.3,14
/Wp,and V^
4.4.2 Precast connections. For buildings with concrete shear
walls, the connection between precast frame elements such as
chords, ties and collectors in the lateral-force-resisting system
can develop the capacity of the connected members.
For conforming buildings, the evaiuator may consider this
condition as mitigated, and no calculations are necessary. The
deficiency is in the strength of the connections. Analyze the
connections. Detennine where connection failures would be
brittle (e.g., pull-out of an embedded item would occur before
yield of a mild steel element). Analyze structure for stability
assuming that these brittle connections have failed or are not
capable of transmitting forces, or check such connections for
seismic forceamplified by factor Cj/2, but not less than 1.5. For
shear capacity, refer to Section 4.3. For flexure, find the path of
forces from the element through the connection into the other
element.
4.5 Frames not part of the latcral-forcc-rcsisting system.
This section deals with frames that were not designed to be part
of the lateral-force-resisting system. These are basic structural
frames of steel or concrete that are designed for gravity loads
with shear walls, bracing or moment frames providing the
resistance to lateral forces.
If the primary lateral- force-resisting system consists of con-
crete walls (infilled in steel frames or monolithic in concrete
frames), the building shall be treated as a concrete shear wall
building (Type 6) with the frame columns as boundary ele-
ments. If the walls are masonry infills, the frames shall be
treated as steel or concrete frames with infill walls of masonry
(Type 7 or 10). Buildings with steel braces shall be treated as
braced frame systems (Type 4). The principal deficiency iden-
tified in this section is loss of vertical-load-carrying capacity
due to excessive deformations.
The analysis must include the deformations imposed by the
infill walls, and the consequences of the failure of such walls.
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SEISMIC EVALUATION PROCEDURES FOR HOSPITAL BUILDINGS
4.5.1 Complete frames. The steel or concrete frames form a
complete vertical load-carrying system.
For confonning buildings, tlie evaluator may consider this
condition as mitigated, and no calculations are necessary.
Check the shear walls or braced frames, including the effects of
all dead and live loads, and note that the R values for buildings
without a complete vertical load-carrying space frame are dif-
ferent from those for complete frame buildings. For wall sys-
tems, the frame is considered incomplete if the beams end at the
edge of a shear wall that has no boundary columns or. if there
are such columns, the beamsdonotcontinue across in the plane
of the wall. For chevron-braced frame systems, the frame is
considered incomplete if the beam in the brace frame cannot
carry the design dead and live loads without the presence of the
braces.
ARTICLE 5
PROCEDURES FOR SHEAR WALLS
5.0 Introduction. Shear walls have two aspects: carrying
in-plane shear when the earthquake direction under consider-
ation is parallel to the wall and resisting out-of-plane forces
when the earthquake direction under consideration is perpen-
dicular to the walk The in-plane effects are covered in this arti-
cle. Out-of-plane effects are covered in Article S. All walls not
structurally isolated are asstimed to act as shear walls that will
participate in resisting lateral forces up to their capacity.
5.1 Concrete shear walls.
5.1.1 Shearing stress check. The building satisfies the Quick
Check of the shearing stress in the shear walls.
For confonning buildings, the evaluator may consider this
condition as mitigated, and no calculations are necessary. Gen-
erate the lateral loads using the Quick Check procedure of Sec-
tion 2.4.7.3. If ^,J,^. is greater than 50 psi (or square rootof /', if
fc is known), a more detailed evaluation of the structure shall
be performed. This evaluation shall employ a more accurate
estimation of the level and distribution of the lateral loads,
using the analysis procedures in Article 2.
5.1.2 Overturning. All shear walls have ft^/Zw ratios less than 4
to I.
For confonning buildings, the evaluator may consider this
condition as mitigated, and no calculations are necessary. The
deficiency is in the required resistance to overturning
moments. Calculate the resistance to the required overturning
moments. The overturning resistance shall include the resis-
tance contributed by wall flanges, friction on piling, earth over
foundations, and floor and roof weights supported by the walk
The calculated resistance shall be greater than 0.75 times the
base moment of the shear walL The overturning resistance
moment may be taken as the righting moment about an edge of
the footing or the wall flexural capacity, whichever is less.
5.1.3 Coupling beams. The stirrups in all coupling beams are
spaced at ii/2 or less and are anchored into the core with hooks
of 135 degrees or more.
For buildings designed and constructed in accordance with
the 1989 or later editions of Part 2. Title 24, the evaluator may
consider this condition as mitigated, and no calculations are
necessary. The deficiency is m the strength of the coupling
beams. Assume that the beams yield. Calculate their
end-moment capacity based either on flexural yield or shear
capacity, whichever is lower. The coupling beam moment
capacity should include the contribution of a reasonable por-
tion of the adjacent floor slab reinforcement when this rein-
forcement is in tension. Analyze the walls as independent walls
with these restoring moments or shears helping to stabilize the
walls. Check the stability of the wall and the stresses in the ver-
tical boundaries. Conforming buildings which fail this check
shall be placed in SI^C 4. and no calculations are necessary.
5.1.4 Column splices. Steel column splice details in shear wall
boundary elements can develop the tensile strength of the
column.
For conforming buildings, the evaluator may consider this
condition as mitigated, and no calculations are necessary. The
deficiency is in the strength of the splice in the boundary col-
umn. Determine the maximum tensile column load in each case
and verify the adequacy of the splice to resist this load, includ-
ing gravity loads. Check the adequacy of the splice connection
for all gravity and seismic loads. Amplify the seismic load for
partial-penetration welded splices by the factor C,//2, but not
less than 1.5, when the seismic load produces tension at the
splice.
5.1.5 Wall Connections. There is positive connection between
the shear walls and the steel beams and columns.
For conforming buildings, the evaluator may consider this
condition as mitigated, and no calculations are necessary. The
deficiency is in the adequacy of the connections between the
shear wall and the beams and columns thaiare its boundary ele-
ments. Calculate the effective overturning demand for the
walls and check the adequacy of the shear transfer to the steel
elements. A value for shear friction between steel and concrete
shall be included only if the steel element is completely
encased with reinforced concrete.
5.1.6 Confinement reinforcing. For shear walls with h^/Iy^
greater than 2.0. the boundary elements are confined with spi-
rals or ties with spacing less then 8^/,.
For buildings designed and constructed in accordance with
the 1989 or later editions of Part 2. Title 24, the evaluator may
consider this condition as mitigated, and no calculations are
necessary. The deficiency is in the ductility of the vertical
boundary elements that are required to resist large axial forces.
Check the need for boundary elements, per ACl 3 1 8. Where
boundary elements are required but not provided, amplify the
seismic forces for the entire structure by the factor 1.25 (and
use O.SCj for drift calculation). Conforming buildings which
fail this evaluation statement shall be placed in SPC 4. and no
calculations are necessai7.
5.1 .7 Reinforcing steel. The total reinforcing steel for concrete
walls is greater than 0.0025 times the gross area of the wall
along both the longitudinal and transverse axes and the maxi-
mum spacing of reinforcing steel is IS inches.
For confonning buildings, the evaluator may consider this
condition as mitigated, and no calculations are necessary. The
deficiency is in the quantity of reinforcing in the wall. Calcu-
late the capacity of the walls with the reinforcing that is pro-
2007 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE
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SEISMIC EVALUATION PROCEDURES FOR HOSPITAL BUILDINGS
vided, but amplify the seismic forces by the factor L25 (and
use 0.8C,/ for drift calculation). Where the reinforcing in the
wall is less than 0.0015 times the gross area of the wall along
the longitudinal or transverse axis, or if the reinforcing steel
spacing exceeds 18 inches, the contribuiion of the wall to lat-
eral strength and stiffness of the building shall be ignored and.
if it is a bearing wall, the building shall be placed in SPC 1.
5.I.S Reinforcing at openings. There is special wail reinforce-
ment around all openings.
For conforming buildings, the evaluator may consider this
condition as mitigated, and no calculations are necessary. The
deficiency is in the reinforcing in the piers and spandrels.
Determine the capacity of the spandrels and piers considering
ail available reinforcing steel that crosses the critical sections.
5J Precast concrete shear walls. Shear walls of precast con-
crete are in segments that are tied together, but the connections
may be of a brittle type. Connections adequate for design level
forces may not be capable of developing the yield level capac-
ity of the panels. The effects of the precast panel connections
on the other evaluation statements concerned with wall ele-
ments shall be considered. The deficiency is in the quality and
ductility of the connections.
5.2.1 Panel-to-pancl connections. Adjacent wall panels are
not connected by welded steel inserts.
For conforming buildings, the evaluator may consider this
condition as mitigated, and no calculations are necessary. The
deficiency is in the strength of the inserts. Check the welded
inserts. Determine where connection failures would be brittle
(e.g., pull-out ofan embedded item would occur before yield of
a mild steel element). Analyze structure for stability assuming
that these brittle connections have failed or are not capable of
transmitting forces or check such connections for seismic force
amplified by the factor CJ2. but not less than 1 .5.
5.2.2 Wall openings. Openings constitute less than 75 percent
of the length of any perimeter wall with the wall piers having
h^^/l^s ratios of less than 2.0.
For conforming buildings, the evaluator may consider this
condition as mitigated, and no calculations are necessary. The
deficiency may be in the strength of the panel connections or
may be that the reinforced concrete elements actually behave
like a moment frame and should be evaluated as such. Check
the elements in the precast shear wall system. When large open
areas exist, check the transfer of shear between the diaphragm
and the wall. Compare the lateral displacements of the wall due
to shear and flexure. If more than 50 percent of the total lateral
displacement is due toflexure, or ifthe width of the wall piers is
less than T\wq times the thickness, analyze the wall as a moment
frame.
5.2.3 Collectors. Wall elements with openings larger than a
typical panel at a building comer are connected to the remain-
der of the wall with collector reinforcing.
For conforming buildings, the evaluator may consider this
condition as mitigated, and no calculations are necessary. The
deficiency is in the configuration of the wall or the diaphragm.
Find an adequately strong path of forces. If none is found,
report this as a deficiency.
5.3 licinforccd masonry shear walls.
5.3.1 Shearing stress clicck. The building satisfies the Quick
Check of the shearing stress in the reinforced masonry shear
walls.
For conforming buildings, the evaluator may consider this
condition as mitigated, and no calculations are necessary. Gen-
erate the lateral loads using the Q^'^lt Check procedure of Sec-
tion 2.4.7.3. If Vij,^ is greater than 15 psi. a more detailed
evaluation of the structure shall be performed. This evaluation
shall employ a more accurate estimation of the level and distri-
bution of the lateral loads, using the analysis procedures in
Article 2.
5.3.2 Reinforcing. The total vertical and horizontal reinforc-
ing steel in reinforced masonry walls is greater than 0.002
times the gross area of the wall with a minimum of 0.0007 in
either of the two directions, the spacing of reinforcing steel is
less than 48 inches and all vertical bars extend to the top of the
walls.
For conforming buildings, the evaluator may consider this
condition as mitigated.and no calculations are necessary. Ifthe
quantity of wall reinforcing is less than the specified amounts,
report this condition as a deficiency.
5.3.3 Reinforcing at openings. All wall openings that inter-
rupt rebar have trim reinforcing on all sides.
For confonning buildings, the evaluator may consider this
condition as mitigated, and no calculations are necessary. The
deficiency is in the lack of reinforcing at the end of wall ele-
ments adjacent to openings and at the corners of walls. Check
the wall using only the length of piers between reinforcing
steel.
5.4 L'nrcinforccd masonry shear walls. Unreinforced
masonry bearing wall buildings are automatically classified as
SPC I. The following provisions apply to unreinforced
masonry shear wall structures that also possess a complete ver-
tical load-carrying space frame.
5.4.1 Shearing stress check.
The building satisfies the Quick Check of the shearing stress
in the unreinforced masonry shear walls.
Generate the lateral loads using the Quick Check procedure
of Section 2.4.7.3. The allowable stress (on the gross area) for
solid brick masonry is 10 psi: for hollow unit masonry, 6 psi;
and for grouted block masonry. 12.5 psi. If v,^^y is greater than
the allowable stress, an Alternative Analysis of the structure
shall be performed, or the building shall be placed in SPC I .
5.4.2 Masonry lay-up.
Filled collar joints of multiwythe masonry walls have negU-
gible voids.
The deficiency is in the lay-up of the wall that left voids
between the wythes. Investigate the lay-up. This can be done
when masonry units are removed for strength tests. If voids are
present, report this condition as a deficiency.
5.5 Unreinforced masonry infill walls in frames.
5.5.1 Proportions.
The height/thickness ratio of the wall panels is as follows:
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SEISMIC EVALUATION PROCEDURES FOR HOSPITAL BUILDINGS
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The deficiency is in the out-of-plane strength of the walL
Check the out-of-plane demand using the procedure for parts
and portions of a building given in Section 2.4.6.
5.5.2 Solid walls. The infill walls are not of cavity construc-
tion.
The deficiency is in the out-of-plane strength of the wall. If
infill walls are of cavity construction, report this as a defi-
ciency.
5.5.3 Infill walls. The infill walls are continuous to the soffits
of the frame beams.
For confonning buildings, the evaluator may consider this
condition as mitigated, and no calculations are necessary. The
deficiency is in the strength of the columns. Check the shear
capacity of the columns to develop opposing yield moments at
top and boilom of the short free height or to resist required
force amplified by the factor CJ2^ but not less than 1.5.
5.5.4 Wall connections. All infill panels are constructed to
encompass the frames around their entire perimeter.
For conforming buildings, the evaluator may consider this
condition as mitigated, and no calculations are necessary. The
deficiency is in the connection of the infill panel to the frame.
Determine the panel edge condition from available drawings or
from field investigation. If the panels are not properly con-
nected to the frame, report this condition as a deficiency.
5.6 Walls in wood frame buildings.
5.6.1 Shearing stress clicck. The building satisfies the Quick
Check of the shearing stress in wood shear walls.
For conforming buildings, the evaluator may consider this
condition as mitigated, and no calculations are necessary. Gen-
erate the lateral loads using the O^'^'l^ Check procedure of Sec-
tion 2.4.7.3 and compare to 400 pounds per fool of plywood
wall or 50 pounds per foot of walls composed of gypsum board
or other materials. If r.^,,, is greater than these values, a more
detailed evaluation of the structure shall be performed. This
evaluation shall employ a more accurate estimation of the level
and distribution of the lateral loads using the analysis proce-
dures in Article 2.
5.6.2 Openings. Walls with garage doors or other large open-
ings are braced with plywood shear walls or are supported by
adjacent construction through substantial positive ties.
For confonning buildings, the evaluator may consider this
condition as mitigated, and no calculations are necessary. The
deficiency is in the strength of the lateral-force-resisting sys-
tem. Check the ability of the walls and diaphragms to control,
through torsional capacity, displacements at walls with large
openings. Check that the diaphragm is a complete system with
chords and collectors provided to deliver the lateral loads as
required.
5.6-3 Wall requirements. All walls supporting tributary area
of 24 to 100 square feet per foot of wall are plywood sheathed
with proper nailing or rod braced and have a height- to- depth
(H/D) ratio of 1 to I or less or have properly detailed and con-
structed hold-downs.
For conforming buildings, the evaluator may consider this
condition as mitigated, and no calculations are necessary. The
deficiency is in the strength of the wall and/or in hold-downs to
resist overturning forces. Check the walls using floor areas
tributary to the walls. Check all portions of the load path to
ensure proper force transfer.
5.6.4 Cripple walls. All exterior cripple walls below the first
fioor level are braced to the foundation with shear elements.
For conforming buildings, the evaluator may consider this
condition as mitigated, and no calculations are necessary. The
deficiency is intheshear strength ofihe cripple walls. Check all
exterior cripple walls below the first fioor level to ensure that
they are braced to the foundation with shear elements.
5.6.5 Narrow shear walls. Narrow wood shear walls with an
aspect ratio greater than 2 to 1 do not resist forces developed in
the building.
For confonning buildings, the evaluator may consider this
condition as mitigated, and no calculations are necessary. The
deficiency is in the strength of the narrow walls. Determine the
shear capacity of the wall and related overlurning demand.
This shearcapacity and related overturning must be transferred
to the foundation within allowable stresses.
5.6.6 Slucco (exterior plaster) shear walls. Multistory build-
ings do not rely on exterior stucco walls as the primary lat-
eral-force-resisting system.
The deficiency is in the strength of the stucco walls. Inspect
stucco-clad buildings to determine if there is a lateral system
such as plywood or diagonal sheathing at all but the lop fioor.
Where exterior plaster is present, verify that the wire reinforc-
ing is attached directly to the wall framing and the wire is com-
pletely embedded into the plaster material. Conforming
buildings which fail this check shall be placed into SPC 4.
5.6.7 Plaster or gypsum wallboard shear walls. Interior plas-
ter or gypsum wallboard is not being used for shear walls in
buildings over one story in height.
The deficiency is in the strength of the walls. Determine if
there is a lateral system such as plywood or diagonal sheathing
at all but the top fioor. Multistory buildings shall not rely on
interior plaster or gypsum wallboard walls as the primary lat-
eral-force-resisting system. Confonning buildings which fail
this check shall be placed into SPC 4.
ARTICLE 6
PROCEDURES FOR BRACED FRAMES
6.0 Introduction. Braced frames develop their resistance to
lateral forces by the bracing action of diagonal members. The
braces induce forces in the associated beams and columns so
that all work together like a truss with all members subjected to
stresses that are primarily axial.
A Concentrically braced frame has minor eccentricities in
the joints of the frame that are accounted for in the design.
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JANUARY 1, 2008 SUPPLEMENT
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SEISMIC EVALUATION PROCEDURES FOR HOSPiTAL BUILDINGS
An Eccentrically braced frame has eiemenis thai are
strictly controlled to combine a stiffening effect due to the diag-
onal braces with yielding in the link beams. Ecceniiically
braced frames are present only in conforming buildings.
6.1 Concentrically braced frames.
6.1.1 Stress cbcck. The building satisfies the Quick Check of
the stress in the diagonals.
For conforming buildings, the evaluator may consider this
condition as mitigated, and no calculations are necessary. Cal-
culate ihe average axial stress in the diagonals using the proce-
dures of Section 2.4.7.4. Increase the calculated stress to
account for torsion, based on the amount of torsion (Section
3.3.6} present and the distance between braced frames. If the
average stress exceeds 30 ksi. an accurate analysis of the
stresses on the bracing elements shall be performed,
6.1.2 Stiffness of diagonals. All diagonal elements required 1o
carry compression have ATZ/r ratios less than 120.
For conforming buildings, the evaluator may consider this
condition as mitigated, and no calculations are necessary. The
deficiency is in the stiffness of the diagonals. Check the bracing
elements, amplifying the seismic force by the facior L25.
6.1.3 Tension-only braces. Tension-only braces are not used
as the primary diagonal bracing elements in structures over two
stories in height.
The deficiency is in Ihe strength of the braces. Check Ihe
braces. If ihey are tension-only, and the building is over two
stories in height, place ihe building in SPC \. Tension-only
bracing of small penthouse structures may be reviewed using
the procedures in Section 2.4.6. Conforming buildings which
fail this check shall be placed in SPC 4.
6.1.4 Chevron bracing. The bracing system does not include
chevron-, V-. or K.-braced bays.
For conforming buildings, the evaluator may consider this
condition as mitigated, and no calculations are necessary.
Check all elements in the braced frames. For chevron- and
V-braced frames, the beam shall be a single element that can
carry ihe gravity loads without the intentiediate support of Ihe
braces. Check the adequacy of the beam for the seismic forces
amplified by CJ2. but not less ihan 1.5. Consider the effect of
buckling of a leg of chevron-bracing or V-bracing, including
the continuity, strength, and bracing of the beams and the abil-
ity of the connection to pennit buckling of the brace while not
destroying the capacity for repeated cycles of loading. If
K-bracing is used in buildings over two stories, amplify the
seismic forces in the bracing and columns by the factor Cj/2.
but not less than 1.5.
6.1.5 Concentric joints. All the diagonal braces frame into the
beam-column joints concentrically.
For conforming buildings, the evaluator may consider this
condition as mitigated, and no calculations are necessary. The
deficiency is in the strength of the joints. Evaluate the conse-
quence of the eccentricity on the member required to resist it.
Evaluate the shear, bending and axial force requirements at the
locations of eccentricities.
6.1.6 Connection strength. All the brace connections are able
to develop the yield capacity of the diagonals.
The deficiency is in the strength of the connections. Check
the connection strength. Use a demand value that develops the
tensile capacity of the brace or is 1.25 times the required seis-
mic force. If connections in a conforming building cannot
develop the yield capacity of the brace and do not meet the
requirements of Part 2, Title 24. Section 22nA.9.3 of 1995
CuHforn'iu Btfiftling Code (CBC) or equivalent provision in
later version oftheCBC, the building shall be placed in SPC 4.
6.1.7 Column splices. All column splice details of the braced
frames can develop the column yield capacity.
The deficiency is in the strength of the splice. Calculate the
adequacy of the splice connection for all expected forces
including gravity loads. Amplify the seismic load for partial
penetration welded splices by the factor Cj/2 when the seismic
load produces tension at the splice. If the column splice details
in a conforming building cannot develop the yield capacity of
thecolumnanddonotmeettherequirementsof Part2, Title24.
Secl\on22] [ A.9.5 Qn995 CcfliJbniiaBuildiiig Cock' (CBC) or
equivalent provision in later version of the CBC, ihe building
shall be placed in SPC 4.
6.I.S Concrete braced frames. None ofthe braces in the fram-
ing system are of reinforced concrete construction.
The deficiency is in the ductility of the braced frame. Report
this condition as a deficiency, and place nonconforming build-
ings in SPC 1. Place conforming buildings in SPC 4.
6.2 Eccentrically braced frames.
6.2.1 Link beam location. The link beams are not connected to
the columns.
The deficiency is in the ductility of the link beam-column
connection. Repori this condition and place ihe building in
SPC 4.
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JANUARY 1, 2008 SUPPLEMENT
ARTICLE?
PROCEDURES FOR DIAPHRAGMS
7.0 Introduction. The diaphragm is the horizontal subsystem
that distributes lateral load to the vertical subsystems (walls
and frames) and that provides lateral support for walls and
parapets.
7.1 Diaphragms. Diaphragms are treated as horizontal beams.
The floor (or rooOr which is analogous to the web of a
wide-flangebeam. is assumed to carry the shear: the edge ofthe
floor (or roof) or a spandrel, which is analogous to the flange, is
assumed to carry the flexural stress.
7.1.1 Plan irregularities. There is significant tensile capacity
at reentrant corners or other locations of plan irregularities.
For buildings designed and constructed in accordance with
the 1989 or later editions of Part 2, Title 24, the evaluator may
consider this condition as mitigated, and no calculations are
necessary. The deficiency is in the strength ofthe diaphragm in
the vicinity of comers. Evaluate ihe chord/collecior require-
ments at the reentrant comers and other locations of plan irreg-
ularities by applying the maximum ofthe diaphragm force and
the calculated story force to a model ofthe isolated diaphragm.
All elements thai can contribute to the tensile capacily at the
reentrant corner may be included with appropriate consider-
ation given to gravity load stresses. Conforming buildings
which fail this check shall be placed in SPC 4.
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SEISMIC EVALUATION PROCEDURES FOR HOSPITAL BUILDINGS
7.1.2 Cross fics. There are continuous cross ties between dia-
phragm chords.
For confontiing buildings, the evaiuator may consider this
condition as mitigated, and no calculations are necessary. The
deficiency is in the adequacy of the path for wall anchorage
forces into the diaphragm. A cross tie is a beam or girder that
spans the width of the diaphragm, accumulates the wiill loads
and transfers them, over the full depth of the diaphragms, into
thenextbay and on to the nearest shear wall or frame. Calculate
the wail anchorage forces according to Section 2.4.5, and
check that these forces can be developed, element by element,
in the diaphragm.
7.L3 Reinforcing at openings. There is reinforcing around all
diaphragm openings larger than 50 percent of the building
width in either major plan dimension.
For conforming buildings, the evaltiator may consider this
condition as mitigated, and no calculations are necessary. The
deficiency is in the strength of the diaphragm in the vicinity of
the openings. Check the adequacy of the diaphragm to transfer
stresses around the opening.
7.1.4 Openings at shear walls. Diaphragm openings immedi-
ately adjacent to the shear walls constitute less than 25 percent
of the wall length, and the available length appears sufficient.
For confonning buildings, the evaiuator may consider this
condition as mitigated, and no calculations are necessary. The
deficiency is in the length of diaphragm needed to transfer
shear to the wall or frame and to provide lateral support for the
wall or frame.
Procedure for diaphragm shear: Verify that there is a path of
forces and sufficient strength to deliver the diaphragm shear to
the shear wall. The diaphragm shear is the demand.
Procedure for lateral support of the wall: Treat the wall as a
portion of the building using F^, as the demand.
7.1.5 Openings at braced frames. Diaphragm openings
immediately adjacent to the braced frames extend less than 25
percent of the length of the bracing.
For confonning buildings, the evaiuator may consider this
condition as mitigated, and no calculations are necessary. The
deficiency is similar to that described above for openings at
shear walls.
Procedure for diaphragm shear: Verify that there is a path of
forces and sufficient strength to deliver the diaphragm shear to
the braced frame. The diaphragm shear is the seismic demand.
Procedure for lateral support of the frame: Treat the frame as
a portion of the building using Fp as the demand.
7.1.6 Openings at exterior masonry shear walls. Diaphragm
openings immediately adjacent lo exterior masonry walls are
no more than 8 feet long.
For confonning buildings, the evaiuator may consider this
condition as mitigated, and no calculations are necessary. The
deficiency is similar to that described above for openings at
shear walls.
Procedure for diaphragm shear: Verify that there is a path of
forces and sufficient strength to deliver the diaphragm shear to
the shear wall. The diaphragm shear is the demand.
Procedure for lateral support of the wall: Treat the wall as a
portion of the building using Fp as the demand.
7.2 Wood diaphragms.
7.2.1 Sheathing. None of ihe diaphragms consist of straight
sheathing or have a span/depth ratio greater than 2 to 1 .
For conforming buildings, the evaiuator may consider this
condition as mitigated, and no calculations are necessary. The
deficiency is in the strength of the diaphragm. Analyze the
wood diaphragm using the procedure given in Chapter 9 of the
\99A NEHRP Recommt^nded Provisions.
7.2.2 Spans. All diaphragms with spans greater than 24 feet
have plywood or diagonal sheathing. Structures in Building
Type 2 may have rod-braced systems.
For confonning buildings, the evaiuator may consider this
condition as mitigated, and no calculations are necessary. The
deficiency is in the strength and stiffness of Ihe diaphragm.
Evaluate the diaphragm stresses using the procedure given in
Chapter 9 of the \994 NEHRP Recommended Provisions. Also
evaluate the deflections. A maximum displacement of 3 inches
shall be acceptable. For horizontal bracing systems, see Sec-
tion 7.5.
7.2.3 Unblocked diaphragms. Unblocked wood panel dia-
phragms consist of horizontal spans of less than 40 feet and
have span/depth ratios less than or equal to 3 to 1 .
For confonning buildings, the evaiuator may consider this
condition as mitigated, and no calculations are necessary. The
deficiency is in the strength of the diaphragm. Analyze the dia-
phragm using the 1994 NEHRP Recommcuded Provisions
requirements for unblocked diaphragms.
7.2.4 Span/depth ratio. If the span/depth ratios of wood dia-
phragms are greater than 3 to 1, there are nonstructural walls
connected toall diaphragm levelsat less than 40-foot spacing.
For conforming buildings, the evaiuator may consider this
condition as mitigated, and no calculations are necessary. The
deficiency is in the stiffness of the diaphragm. Analyze the
wood diaphragm using the procedures given in Chapter 9 of the
1994 NEHRP Recommended Provisions.
7.2.5 Diaphragm continuity. None of the diaphragms are
composed of split-level floors or, in wood commercial or
industrial buildings, have expansion joints.
For confonning buildings, the evaiuator may consider this
condition as mitigated, and no calculations are necessary.
The deficiency is in the strength of the diaphragm. Evaluate
the building with proper recognition of the effects of the
discontinuities.
7.2.6 Chord continuity. All chord elements are continuous,
regardless of changes in roof elevation.
For conforming buildings, the evaiuator may consider this
condition as mitigated, and no calculations are necessary. The
deficiency is the lack of a chord. Report the lack of a chord as a
deficiency.
7.3 Metal deck diaphragms. Allowable values of metal deck
diaphragms may be obtained from the manufacturer's
approved data. The evaiuator shall consider conditions that can
weaken the diaphragm (i.e., troughs, gutters and recesses that
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have the effect of reducing the sysJem to the bare decker of cre-
ating a joint).
7.3.1 Deck topping. All metal deck roofs have a reinforced
concreie topping slab.
For conforming buildings, the evaiuator may consider this
condition as mitigated, and no calculations are necessary. The
deficiency is in the strength of the diaphragm. Evaluate the bare
metal deck diaphragm using the procedure given in the 1994
NEHRP Recommended Provisions requirements.
7.3-2 Untoppcd diaphragms. Untopped metal deck dia-
phragms consist of horizontal spans of less than 40 feet and
have span/depth ratios less than or equal to 3 to 1 .
For conforming buildings, the evaiuator may consider this
condition as mitigated, and no calculations are necessary. The
deficiency is in the strength oflhe diaphragm. Analyze the dia-
phragm using the procedure given in the \994 NEHRP Recom-
meuded Provisions requirements.
7.4 Precast concrete diaphragms. Evaluation of precast con-
crete diaphragms and the connections between precast ele-
ments shall consider eccentricities, adequacy of welds and
length of embedded bars. If a topping slab is provided, it shall
be assumed to resist all of the shear.
7.4.1 Topping slab. Precast concrete diaphragm elements are
interconnected by a reinforced concrete lopping slab.
The deficiency is in the ability to transfer shear from one ele-
ment to another. Check the slab element interconnection and
check the lateral load capacity of the vertical elements that
resist horizontal force. Where the capacity of the diaphragm is
less ihan 1 50 percent of the sum of the load capacities of ihe
vertical elements and where connections can allow the dia-
phragm to fail in a brittle manner, the R values used in comput-
ing the seismic demand shall be consistent with those for brittle
systems {not to exceed R = 2). Confonning buildings without a
reinforced concrete topping slab shall be placed in SPC 4.
7.4.2 Continult>' of topping slab. The topping slab continues
uninierrupted through the interior walls and into the exterior
walls or is provided with dowels with a total area equal to Ihe
topping slab reinforcing.
For conforming buildings, the evaiuator may consider this
condition as mitigated, and no calculations are necessary. The
deficiency is the abrupt loss of strength where Ihe topping slab
js interrupted. Evaluate the tension and shear demand due to
diaphragm forces, including collector requirements, perpen-
dicular-lo-wall loads, or chord forces at re-entrant comers.
7.5 Horizontal bracing. Horizontal bracing forms a complete
system of adequate capacity.
For conforming buildings, the evaiuator may consider this
condition as mitigated, and no calculations are necessary. The
deficiency is an incomplete or inadequate horizontal bracing
system. Evaluate the horizontal bracing system for complete-
ness of the system and its ability to gather all tributary forces
and deliver them to the walls or frames.
7.6 Other systems. The diaphragm system does not include
thin planks and/or toppings of gypsum.
The deficiency is the inadequate capacity oflhe diaphragm.
Conforming buildings with this condition shall be placed in
SPC 4.
ARTICLES
PROCEDURES FOR CONNECTIONS
8.0 Introduction. The connections evaluated in this article are
connections between:
' Framing members and walls;
' Diaphragms and walls or frames; and
' Walls or frames and foundations.
Connections between other structural members are dis-
cussed in the appropriate article.
8.t Connection concerns. The evaluation of these specific
connections involves review of;
' Lateral support of walls that are perpendicular to the
direction oflhe earthquake ("normal walls");
' Transfer of shear from diaphragms to shear walls and
frames that are parallel to the direction of the earth-
quake;
' Anchorage of walls and columns to the foundations;
and
' Interconnection of elements where failure of connec-
tions would jeopardize the system.
8.2 Anchorage for normal forces.
8.2. t Wood ledgers. The connection between the wall panels
and the diaphragm does not induce cross-grain bending or ten-
sion in the wood ledgers.
For conforming buildings, Ihe evaiuator may consider this
condition as mitigated, and no calculations are necessary. The
deficiency is in the strength oflhe wall-to-diaphragm connec-
tion. Report this condition as a deficiency.
8.2.2 Wall anchorage. Exterior concrete or masonry walls are
anchored to each of Ihe diaphragm levels for out-of-plane
loads.
For conforming buildings, Ihe evaiuator may consider this
condition as mitigated, and no calculations are necessary. The
deficiency is in the strength of the wall-to-diaphragm connec-
tions. Check thattheanchor provides a direct, positive connec-
tion between Ihe wall and the diaphragm for forces
perpendicularto the face of the wall. Evaluate the wall anchor-
age, treating the wall as a portion of the building, with F;, as Ihe
demand.
8.2.3 Masonry wall anchors. Wall anchorage connections are
steel anchors or straps that are developed into the diaphragm.
For confonning buildings, Ihe evaiuator may consider this
condition as mitigated, and no calculations are necessary. The
deficiency is in the strength oflhe wall anchors. Evaluate Ihe
wall anchorage, treating the wall as a portion of the building,
with Fp as the demand.
8.2.4 Anchor spacing. The anchors from the floor and roof
systems into exteriormasonry walls are spaced at 4 feet or less.
For conforming buildings, the evaiuator may consider this
condition as mitigated, and no calculations are necessary. The
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deficiency is in the strength or the number of the anchors. Eval-
uate tiie wail anchors, treating Ihe wall as a portion of the build-
ing, with Ff, as the demand.
8.2.5 Tilt-up walls. Precast bearing walls are connected to the
diaphragms for out-of-plane loads; steel anchors or straps are
embedded in the walls and developed into the diaphragm.
For confontiing buildings, the evaluator may consider this
condition as mitigated, and no calculations are necessary. The
deficiency is in the strength of the wall anchors. Evaluate the
wall anchorage, treating the load as a portion of the building,
with Fjj as the demand. Check the load path between the wall
anchors and the diaphragm cross tie.
8.2.6 Panel-diaphragm connections. There are at least two
anchors from each precast wall panel into the diaphragm ele-
ments.
For conforming buildings, the evaluator may consider this
condition as mitigated, and no calculations are necessary. The
deficiency is in the number of anchors. Report this condition as
a deficiency.
8.2.7 Inadequate stiffness of wall anchors. Anchors of walls
to wood structural elements are installed taut and are stiff
enough to prevent movement between the wall and roof
The deficiency is in the ability of the wall anchor to prevent
separations between the wall and roof sheathing that may result
in out-of-plane failure of the ledger support. Inspect all anchors
to see that they do not have twists, kinks, offsets, or are other-
wise installed so that some movement is required before the
anchor becomes effective, and that this condition may lead to
cross grain bending in the ledger. Confonning buildings which
fail this check shall be placed in SPC 4.
8.3 Shear transfer.
8.3.1 Transfer to shear walls. Diaphragms have sufficient
capacity and are connected for transfer of loads to the shear
wal!s.
For confonning buildings, the evaluator may consider this
condition as mitigated, and no calculations are necessary. The
deficiency is in the capacity of the connection to transfer shear
Verify the adequacy of the available diaphragm capacity.
8.3.2 Transfer to steel frames. The method used to transfer
diaphragm shears to the steel frames is approved for use under
lateral loads.
For conforming buildings, the evaluator may consider this
condition as mitigated, and no calculations are necessary. The
deficiency is in the capacity of the connection to transfer shear
Evaluate the capacity of the load-transfer mechanism pro-
vided, using AISC design methods or approved manufac-
turer's data. Compare this capacity to the assumed lateral force
distribution.
8.3.3 Topping slab to walls and frames. Reinforced concrete
topping slabs that interconnect the precast concrete diaphragm
elements are doweled into the shear wall or frame elements.
For confontiing buildings, the evaluator may consider this
condition as mitigated, and no calculations are necessary. The
deficiency is in the capacity of the connection to transfer shear.
Evaluate the capacity of the load-transfer mechanism
provided. Compare this capacity to the assumed lateral force
distribution.
8.4 Vertical components to foundations.
8.4.1 Steel columns. The columns in lateral -force -resisting
frames are substantially anchored to the building foundation.
For conforming buildings, the evaluator may consider this
condition as mitigated, and no calculations are necessary. The
deficiency is in the strength of the connection between the
frame and the foundation. Reportthis condition as a deficiency.
8.4.2 Concrctccolumns.All longitudinal column steel is dow-
eled into the foundation.
For confonning buildings, the evaluator may consider this
condition as mitigated, and no calculations are necessary. The
deficiency is in the strength of the connection between the col-
umn and the foundation. Report this condition as a deficiency.
8.4.3 Wood posts. There is positive connection of wood posts
to the foundation and the elements being supported.
For confonning buildings, the evaluator may consider this
condition as mitigated, and no calculations are necessary. The
deficiency is in the strength of the connection between the post
and the foundation. Report this condition as a deficiency.
8.4.4 Wall reinforcing. All vertical wall reinforcing is dow-
eled into the foundation.
For confomiing buildings, the evaluator may consider this
condition as mitigated, and no calculations are necessary. The
deficiency is in the strength of the connection between the wall
and the foundation. Report this condition as a deficiency.
8.4.5 Shear-wall-boundary columns. The shear-wall col-
umns are substantially anchored to the building foundation.
For confontiing buildings, the evaluator may consider this
condition as mitigated, and no calculations are necessary. The
deficiency is in the strength of the connection between the
shear-wall columns and the foundation. Report this condition
as a deficiency.
8.4.6 Wall panels. The wall panels are connected to the foun-
dation and/or ground floor slab with dowels equal to the verti-
cal panel reinforcing.
For confonning buildings, the evaluator may consider this
condition as mitigated, and no calculations are necessary. The
deficiency is in the strength of the connection between the wall
panel and the foundation. Report this condition as a deficiency.
8.4.7 Wood sills. All wall elements are bolted to the foundation
sill at 6-foot spacing or less with proper edge and end distances
for concrete and wood.
For conforming buildings, the evaluator may consider this
condition as mitigated, and no calculations are necessary. The
deficiency is in the strength of the connection between
the wood sill and the foundation. Report this condition as a
deficiency.
8.5 Interconnection of elements.
8.5.1 Girders. Girders supported by walls or pilasters have
special ties to secure the anchor bolts.
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The deficiency is in the strength of the pilaster at the girder
anchorage. Report this condition as a deficiency. Conforming
buildings that fail this check shall be placed in SPC 4.
8.5.2 Corbclbcaring. If Ihe frame girders bear on column cor-
bels, the length of bearing is greater than 3 inches.
The deficiency is in the lengdi of bearing. Calculate the
inter-story drift. Judge the adequacy of the connections to
retain their vertical load-carrying integrity at a maximum drift
estimated to be equal to the drift calculated with the unreduced
demand. Conforming buildings thai fail this check shall be
placed in SPC 4.
8.5.3 Corbel connections. The frame girders are not supported
on. corbels with welded elements.
The deficiency is in the strength of the connection. Check all
welded connections that transfer lateral loads or are subject to
frame action. Determine where connection failures would be
brittle (e.g., pull-out of embedded item would occur before
yield of mild steel element). Analyze structure for capacity
without such connections or check such connections for seis-
mic force amplified by factor Cj/2, but not less than 1.5. For
connections that can allow the diaphragm to fail in a brittle
manner, the R values used in computing the seismic demand
shall be consistent with those for brittle systems (not to exceed
R = 2). Conforming buildingsthal fail this check shall be placed
in SPC 4.
8.6 Roof decking.
8.6.1 Light-gage metaU plastic or ccmcntilious roof panels.
All light-gage metal, plastic or cementitious roof panels are
properly connected to the roof framing at not more than 12
inches on center.
For conforming buildings, the evaluator may consider this
condition as mitigated, and no calculations are necessary. The
deficiency is the lack of connection of sufTicient strength
between the roof panels and the framing elements. Report this
condition as a deficiency.
8.6.2 Wall panels. All wall panels (metal, fiberglass or
cementitious) are properly connected to the framing.
For conforming buildings, the evaluator may consider this
condition as mitigated, and no calculations are necessary. The
deficiency is the lack of connections of sufficient strength (to
prevent a falling hazard) and fiexibility (to allow for the rela-
tive displacements between the panel and the supporting
frame). Report this condition as a deficiency.
ARTICLE 9
PROCEDURES FOR FOUNDATIONS AND
GEOLOGIC SITE HAZARDS
9.0 Introduction. The seismic evaluation of an existing build-
ing shall include an examination of the building foundation, an
assessment of the capability of the soil beneath the foundation
to withstand the forces applied during an earthquake and an
evaluation of any nearby geologic hazards that may affect the
stability of the foundation.
9.1 Condition of foundations.
9.1.1 Foundation performance. The structure does not show
evidence of excessive foundation movement such as settlement
or heave that would affect its integrity or strength.
The deficiency is reduction of the integrity and strength of
foundafion elements by cracking, yielding, tipping or buckling
of the foundation. Visually examine lower level walls, parti-
tions, grade beams, visible footings, pile caps and the like for
cracking, yielding, buckling and out-of-level conditions.
Report evidence of movement as a deficiency.
9.1.2 Deterioration. There is no evidence that foundation ele-
ments have deteriorated due to corrosion, sulphate attack,
material breakdown or other reasons in a manner that would
affect the integrity or strength of the structure.
The deficiency is weakening of the foundation due to deteri-
oration, with the same consequences as discussed in Section
9.1.1. Determine if there is historical evidence in the local area
of deterioration of the particular type of foundation elements in
the building where site conditions are similar Examine the vis-
ible foundation elements for evidence of loss of support as
specified in Section 9. 1 . 1 .
9.2 Capacity of foundations.
9.2.1 Overturning. The ratio of the effective horizontal
dimension, at the foundation level of the seismic-resisting sys-
tem, to the building height (base/height) exceeds 1.4 A^..
For confonning buildings, the evaluator may consider this
condition as mitigated, and no calculations are necessary. The
deficiency is the concentration of seismic inertial response into
narrow elements by the seismic-resisting system, which may
overcome the ability of the foundation elements, either struc-
ture or soil, to provide adequate resistance. For shallow foun-
dations, evaluate the shear and moment capacity of the
foundation elements for adequacy to resist calculated seismic
forces. Evaluate the vertical bearing pressure of the soil under
seismic loading conditions due to the total gravity and over-
turning loads and compare to two limes the allowable
static-bearing pressure. For deep foundations, evaluate the ulti-
mate vertical capacity of the pile or pier under seismic loads.
Compare the foundation capacity to the gravity loads plus the
overturning loads.
9.2.2 Ties between I'oundalion elements. Foundation ties
adequate for seismic forces exist where footings, piles and
piers are not restrained by beams, slabs, or competent soils or
rock.
For conforming buildings, the evaluator may consider this
condition as mitigated, and no calculations are necessary. The
deficiency is the possibility of significant differential lateral
deformations of the foundations. Evaluate the lateral restraint
to seismic forces provided by the foundation materials or the
structural lies. For shallow foundations, evaluate the horizontal
capacity of the foundation soils under seismic loading condi-
tions (the lateral resistance of the footings due to passive resis-
tance on affected sides of the footings plus the friction on the
base of the footings) and compare to the base shear of the build-
ing. In the evaluation of base friction, consideration shall be
given to the effect of the vertical component of ground motion.
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9.2J Load path at pile caps. The pile caps are capable of
transferring overturning and lateral forces between the struc-
ture and individual piles In the pile cap.
The deficiency is insufficient capacity of the pile cap to
transfer seismic forces from the superstructure to the individual
piles. Check the moment and shear capacity to transfer uplift
and lateral forces from the point of application on the pile cap to
each pile. Conforming buildings which fail this check shall be
placed in SPC 4.
9.2A Lateral force on deep foundations. Piles and piers are
capable of transferring the lateral forces between the structure
and the soil.
The deficiencies include inadequate flexural strength and
ductility of piles or piers at the connection to the cap and the
upper portion of the pile. Compare the maximum lateral resis-
tance of soil against piles or piers and caps against the demand.
For concrete piles, check for a minimal amount of longitudinal
reinforcement in the upper portion of piles or piers and for
hoops or ties immediately beneath the caps. Also check for
confining transverse reinforcement wherever bending
moments might be high, including changes in soil stifihess.
Conforming buildings which fail this check shall be placed in
SPC 4.
9.2.5 Pole buildings. Pole foundations have adequate
embedment.
For confonning buildings, the evaluator may consider this
condition as mitigated, and no calculations are necessary. The
deficiency is inadequate strength of the pole foundation. Check
lateral force resistance of embedded poles using conventional
procedures, comparing with conventional allowable pressures
times 1.5.
9.2.6 Sloping sites. The grade difference from one side of the
building to another does not exceed one-half story.
For conforming buildings, the evaluator may consider this
condition as mitigated, and no calculations are necessary. If
this slaiemeni is false, include the horizontal force due to the
grade difference, appropriately modified for seismic motions,
with the seismic inertial force when checking sliding stability
and the lateral-force-resisling system below grade.
9.3 Geologic site hazards. This section addresses geologic
and local site conditions that can lead to building structural
damage and threaten life safety in an earthquake. In the seismic
evaluation of buildings for life-safety considerations, it will be
necessary to investigate the site to establish that there are no
geologic site hazards present or, if they are present, that their
threat is not significant or is mitigated by the design. Require-
ments for engineering geologic reports are given in Section
2.1.2.
9.3.1 Liquefaction. Liquefaction susceptible, saturated, loose
granular soils that could jeopardize the building's seismic per-
formance do not exist in the foundation soils at depths within
50 feet under the building.
The deficiency is the potential for liquefaction that will
result in vertical settlement and potential loss of foundation
support for spread footings, or for lateral spreading of liquefied
soils that can occur on nearly flat slopes and be detrimental to
the foundation system. Evaluate the liquefaction potential and
consequences of vertical settlement or lateral movement of the
foundations. Conforming buildings which fail this check shall
be placed in SPC 4.
9.3.2 Slope failure. The building site is sufficiently remote
from potential earthquake-induced slope failures or rockfalls
to be unaffected by such failures or is capable of accommodat-
ing small predicted movements without failure.
Evaluate the likely movements associated with seismicaliy
induced slope failures beneath, above or adjacent to the build-
ing and their effect on the structural integrity of the building.
Conforming buildings which fail this check shall be placed in
SPC 4.
9.3.3 Surface fault rupture. Surface fault rupture and surface
displacement at the building site are not anticipated.
Evaluate the proximity of known active faults to the build-
ing. If the potential for surface fault rupture and surface dis-
placement at the building site is present, nonconforming
buildings shall be placed in SPC 1. Confonning buildings
which fail this check shall be placed in SPC 4.
ARTICLE 10
EVALUATION OF ELEMENTS THAT ARE NOT PART
OF THE LATERAL-FORCE-RESISTING SYSTEM
10.0 Introduction. This article sets forth general requirements
that apply to nonstructural elements related, to life-safety
issues. Article 11 addresses evaluation of critical nonstructural
systems needed for continued hospital function following an
earthquake, and assignment of buildings to Nonstructural Per-
formance Categories.
The evaluation statements discussed in this article (and
listed in the appendix) deal with life-safety concerns. Some of
the statements can be answered directly. For others, further
investigation will be required in accordance with evaluation
procedures indicated in other articles oflhese regulations using
seismic forces indicated in Section 2.4.6 and the appropriate C^
seismic coefficient given in Table 2.4. 3. L Also, the materials
used in the nonstructural element and its connections must be
considered.
10. 1 Nonstructural walls. The term "nonstructural walls"
refers to walls that are not part of the load-carrying system, but
may become load bearing upon attachment and interaction
with other elements. Evaluation must be made to determine if
they are capable of resisting seismic forces required by Section
2.4.6 as well as the other requirements of these regulations.
lO.I.I Partitions.
lO.LJ.I Masonry partitions. There are no unbraced
unreinforced masonry or hollow clay tile partitions in critical
care areas, clinical laboratory service spaces, pharmaceutical
service spaces, radiological service spaces, central and sterile
supply areas, exit corridors, elevator shafts or stairwells.
For conforming buildings, the evaluator may consider this
condition as mitigated, and no calculations are necessary.
Check for the presence of support angles at floor and roof, and
for spaces at the sides and top of the wall to provide for interac-
tion of the structural system.
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10.1.1.2 Structural separations. At structural separations,
partitions in exit corridors have seismic or control joints.
Check thai seismic and/or control joints have been provided
at structural separations. Conforming buildings that fail this
check shall be placed in SPC 4.
10.LL3 Parlition bracing. In exit corridors, ihe tops of parti-
tions that extend only to the ceiling line have lateral bracing.
For conforming buildings, Ihe evaluator may consider this
condition as mitigated, and no calculations are necessary. Parti-
tions extending only lo ceilings may overturn or buckle due to
the lack of bracing.
10.1.2 Cladding and vcnccr. For conforming buildings, Ihe
evaluator may consider these conditions as mitigated, and no
calculations are necessary. Exteriorwall panels or cladding can
fall if their connections to the building frames have insufTicient
strength and/or ductility.
10.1.2.1 Masonry vcnccr. Masonry veneer is connected to Ihe
back-up with corrosion-resistant ties spaced 24 inches on cen-
ter maximum with at least one tie for every 2~l^ square feet.
For confonning buildings, Ihe evaluator may consider this
condition as mitigated, and no calculations are necessary.
Check for the presence of the required ties.
10.1.2.2 Cladding panels in moment I'rame buildings. For
moment frame buildings of steel or concrete, panels are iso-
lated from Ihe structural frame to absorb predicted interstory
drift without collapse.
For conforming buildings, the evaluator may consider this
condition as mitigated, and no calculations are necessary.
Check Ihe ability of the cladding panels and their connections
to tolerate the story drift computed in Seciion 2.4.4 wiihout an
anchorage failure.
10.1.2.3 Cladding panel connections. Where bearing connec-
tions are required, there are at least two bearing connections for
each cladding panel and there are at least four connections for
each cladding panel capable of resisting out-of-plane forces.
For confonning buildings, the evaluator may consider this
condition as mitigated, and no calculations are necessary. Ver-
ify that an adequate number of the appropriate connection
types are present for each cladding panel.
10.1.2.4 Cladding panel condition. Cladding panel connec-
tions appear lo be installed properly. No connection element is
severely deteriorated or corroded. There is no cracking in the
panel materials indicative of substantial structural distress.
There is no substantial damage lo exterior cladding due to
water leakage. There is no substantial damage to exterior wall
cladding due to temperature movements.
Substantial deterioration can lead to loss of cladding ele-
ments or panels. Exterior walls shall be checked for deteriora-
tion. Damage due lo corrosion, rotting, freezing or erosion can
be concealed within the wall. Probe into the wall space, if nec-
essary, for signs of water leakage at vulnerable interior spaces
(e.g., around windows and at floor areas). Check elements that
tie cladding to the backup structure and that lie the back-up
structure to floor and roofslabs. Check exterior walls for crack-
ing due to thermal movements. Check the cladding systems
with appropriate reductions in member capacities. Conforming
buildings that fail this check shall be placed in SPC 4.
10.1.3 Metal stud back-up systems.
10.1.3.1 General. Additional steel studs frame window and
door openings. Corrosion of veneer lies, tie screws, studs and
stud tracks is minimal. Stud tracks are adequately fastened to
the structural frame.
For confonning buildings, Ihe evaluator may consider this
condition as mitigated, and no calculations are necessary. Ver-
ify that adequate framing has been provided around openings
in the exterior walls. Check Ihe cladding systems with appro-
priate reductions in member capacities. Check Ihe adequacy of
the connection lo Ihe struclural frame using the forces specified
in Section 2.4.6.
10.1.3.2 Masonry veneer with stud back-up. Masonry
veneer more than 30 feet above Ihe ground is supported by
shelf angles or other elements at each floor level. Masonry
veneer is adequately anchored to the back-up at locations of
through-wall flashing. Masonry veneer is connected to Ihe
back-up with corrosion-resistant ties spaced 24 inches on cen-
ter maximum and with at least one tie for every 2"/^ square feel.
For confonning buildings, the evaluator may consider this
condition as mitigated, and no calculations are necessary.
Check that adequate supports and ties are provided.
10.1.4 Masonry vcnccr with concrete block back-up.
10.1.4.1 General. The concrete biock back-up qualifies as
reinforced masonry.
For conforming buildings, Ihe evaluator may consider this
condition as mitigated, and no calculations are necessary. Ver-
ify that the concrete block back-up meets the requirements of
Sections 5.3.2 and 5.3.3.
10.1.4.2 Masonry vcnccr support. Masonry veneer more than
30 feet above the ground is supported by shelf angles or other
elements at each floor level. Masonry veneer is adequately
anchored to the back-up at locations of through-wall flashing.
Masonry veneer is connected to the back-up with corro-
sion-resistant ties spaced 24 inches on center maximum and
with at least one tie for every I'l^ square feet. The concrete
block back'Up is positively anchored to the structural frame at
4-foot maximum intervals along the floors and roofs.
For conforming buildings, the evaluator may consider this
condition as mitigated, and no calculations are necessary.
Check that adequate supports and ties are provided.
10.1.5 Other venecr/pancl systems.
10.1.5.1 Thin stone vcnccr panels. Stone anchorages are ade-
quate for computed loads.
For confonning buildings, the evaluator may consider this
condition as mitigated, and no calculations are necessary.
There are no visible cracks or weak veins in the stone. Check
the adequacy of the connection to the stone anchorage using Ihe
forces specified in Section 2.4.6.
10.1.5.2 Wood /aggregate panels. There is no visible deterio-
ration of screws or wood at panel attachment points.
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The deficiency is in the strength of the connections. Deter-
mine the cause and extent of distress and check the attachment
of the panels with appropriate reductions in capacity. Confonn-
ing buildings that fail this check shall be placed in SPC 4.
I D.I. 6 Parapets^ cornices, ornamentation and appendages.
There are no laterally unsupported unrein forced masonry para-
pets or cornices above the highest anchorage level with height/
thickness ratios greater than 1.5. Concrete parapets with
height/thickness ratios greater than 1 .5 have vertical reinforce-
ment. Cornices, parapets, signs and other appendages that
extend above the highest anchorage level or cantilever from
exterior wall faces and other exterior wall ornamentation are
reinforced and well anchored to the structural system.
For confonning buildings, the evaluator may consider this
condition as mitigated, and no calculations are necessary. If
any of these items are of insufficient strength and/or are not
securely attached to the structural elements, they may break off
and falL becoming significant life-safety hazards. Check the
adequacy of these items using the forces specified in Section
2A6.
10.1.7 Means of egress. Canopies are anchored and braced to
prevent collapse and blockage of building exits.
For confontiing buildings, the evaluator may consider this
condition as mitigated, and no calculations are necessary.
Check canopies for the forces specified in Section 2.4.6.
ARTICLE 11
EVALUATION OF CRITICAL NONSTRUCTURAL
COMPONENTS AND SYSTEMS
11.0 Introduction. This article covers nonstructural compo-
nents and systems critical to patient care.
11.01 Nonstructural evaluation procedure.
L The nonstructural performance evaluation shall exam-
ine the respective critical nonstructural systems and
elements for the planned NPC as specified in Table
11.1, "Nonstructural Performance Categories." The
nonstructural evaluation process shall include the fol-
lowing steps:
1. Site visit and data collection:
2. Identification of building SPC;
3. Identification of critical nonstructural systems for
the planned NPC;
4. Identification of critical care services housed in the
building;
5. Final evaluation for the critical nonstructural ele-
ments and systems for the planned NPC;
6. Preparation of evaluation report; and
1. Submittal of evaluation report to OSHPD.
2. A general acute care hospital facility may be exempted
from a nonstructural evaluation upon submittal of a
written statement by the hospital owner to OSHPD cer-
tifying the following conditions:
1. The building is designated "NPC T' in conformance
with Table II. I "Nonstructural Performance Cate-
gories." or
2. The building is designated "NPC 4" in conformance
with Table 11.1 "Nonstructural Performance Cate-
gories" and provided:
a} The building was designed and constructed
under a building permit issued by OSHPD;
b) All subsequent repairs, remodels, additions and
alterations were performed under a permit
issued by OSHPD, and
c) Fire sprinkler systems have been retrofitted in
conformance with Table ll.K "Nonstructural
Performance Categories."
3. If a hospital owner elects to obtain a higher NPC at a
future date, additional nonstructural evaluations as
specified in Section 1 LOU will be required.
4. If a hospital owner sells or leases the hospital to another
party, a complete nonstructural evaluation and list of all
nonstructural deficiencies to achieve NPC 5 shall be
submitted to the Office prior to the completion of the
sale or lease.
11.1 Nonstructural performance categories. Each building
shall be assigned a Nonstructural Performance Category
(NPC). based upon the degree of anchorage and bracing of
selected nonstructural elements and systems. This includes
architectural, mechanical, electrical and hospital equipment in
addition to associated conduit, ductwork, piping and machin-
ery. NPCs are defmed in Table 11.1.
11.1.1 Site visit and evaluation. The evaluator shall:
1. Visit the building to observe and record the type, nature
and physical condition of the nonstructural elements
and systems for the planned NPC;
2. Note the SPC of the buildings based on procedures fol-
lowed in Article 2;
3. Assemble building design data including:
a. Construction drawings, specifications and calcula-
tions, and
b. All drawings, specifications and calculations for
remodeling work,
4. During the visit, the evaluator shall:
a. Verify existing data;
b. Develop other needed data (e,g,, measure and sketch
building if necessary);
c. Verify the critical nonstructural systems of the
planned NPC;
d. Verify the critical care areas/services: and
e. Identify special conditions which may impact the
nonstructural systems or endanger the function of
the critical care areas/services.
If drawings are not available, the site visit and evaluation
shall be performed as described in this section.
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SEISMIC EVALUATION PROCEDURES FOR HOSPiTAL BUILDINGS
5. Review other data available such as assessments of
building performance and function following past
earthquakes:
6. Prepare a summary of data using an OSHPD approved
formal;
7. Perform the evaluation using the procedures in Section
1 1 .2- and
8. Prepare a report of the findings of the evaluation using
an OSHPD approved format.
11.2 Evaluation of buildings. Conforming and non-
conforming buildings shall be placed in an N PC based upon the
degree of anchorage and bracing for those systems and equip-
ment specified in Table IKK The scope of the nonstructural
evaluation may be limited to the nonstructural systems and ele-
ments specified in Table I Kl for the planned NPC. Buildings
which do not meet the requirements for NPC 2 as defined in
Table IKI shall be placed in NPC K
TABLE 11 .1— NONSTRUCTURAL PERFORMANCE CATEGORIES
TIMEFRAMES
nonstructural
performance
category'
DESCRIPTION
NPC 1
Buildings will) cquipuik^nt and sysiL^ms noi meeting the bracing and anchorage rcquiicmcius of any
other NPC.
January 1,
2002
NPC 2
The following systems arc braced or anchored in accordance with Part 2, Title 24 ':
■ communications systems,
■ emergency power supply,
■ bulk medical gas systems,
■ fire alarm systems and
■ emergency lighting equipment and signs in the means of egress.
January 1,
200H
NPC3/NPC 3R
The building meets the criteria for NPC "2" and in critical care areas, clinical laboratory service
spaces, pharmaeciitieal service spaces, radiological service spaces, and central and sterile supply areas,
the following components meet the bracing and anchorage rcquiremenls of Part 2, Tule 24":
■ Nonstructural components, listed in the 1945 CBC, Pail 2. Tilfe 24, Table 16A-n.
Exception: For NPC 3R, lateral bracing of suspended ceiling systems may be omitted in
rooms with a floor area less than 300 square feci, provided the room is noi an intensive care or
coronary care unit paiicnt room, angiography Eaboratory. cardiac catheterization laboratory,
delivery room, operating room or post-operative recovery room.
■ "Equipment," as listed in the 1995 CBC, Part 2. Title 24, Table 16A-0. "Equipment." including
equipment in the physical plant that service these areas.
Exceptions: 1 . Seismic restraints need not be provided tor cable trays, conduh and HVAC
ducting. Seismic restraints may be omitted from piping systems, provided that an approved
method of preventing release of the contents of the piping system in the event of a break is
provided.
2. Only elevator(s) selected to provide service to patient, surgical, obstetrical and ground
floors during interruption of normal power need to meet the structural requirements of Part 2.
Title 24.
■ Fire sprinkler systems comply with the bracing and anchorage requirements of NFPA 13, 1994
edition, or subsequent applicable standards.
Exception: Acute care hospital facilities in both a rural area as dcElncd by Section 70059.1,
Division 5 of TUIc 22 and Seismic Zone 3 shall comply with the bracing and anchorage
requirements of NFP.\ 13, 1994 edition, or subsequent applicable standards by January L 2013.
NPC 4
The building meets the criteria for NPC "3" and all architectural, mechanical, electrical systems,
components and equipment, and hospital equipment meet the bracing and anchorage rcquircnicnts of
Part 2, TUIc 24". This category is for classification purposes of the Office of Emergency Services.
January 1,
2030
NPC 5
The building meets the criteria for NPC "4" and onsitc supplies of water and holding tanks for
wastewater, sufficient foi 72 hours emergency operations, arc integrated into the building plumbing
systems. As an alternative, hook-ups to allow for the u.se of transportable sources of water and sanitary
waste water disposal have been provided. An onsitc emergency system as defined within Part 3, Title
24 is incorporated into the building electrical .sy.stcm for crhical care areas. Addhionally, the system
shall provide for radiological service and an onsitc fuel supply for 72 hours of acute care operation.
For the puq:^ose of NPC 2 and NPC 5. all eniimerated items within Table 1 I.I ^hall mcci the requirements of Seclion 1 632 A □S2001 CuHjoitsia Bin'filiiij> Cade
(CBC) or equivalent provision in later version of the CBC by the specified limeframe as indicated by tlielr respective f>'PC.
"For ihe purposes of NPC 3 and NPC 4, all enumerated items within Table 11.1 shall meel the requirements of" (he I99S CBC, Section 1630B. by the speciJled
limeframe. For Ihe purposes ot NPC 3R, all enumerated items within Table 1 I.I shall meel ihe requirements of the \995 CBC, Seclion 1 630 A. using !p= 1.0, by
the specified timeframe.
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JANUARY 1, 2008 SUPPLEMENT
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11.2.1 EvaluatioD procedures for NPC 2. The following
steps shall delermine if the building meets the criteria for NPC
2:
a) Identify the specific nonsiructural components and
equipment that are subject to therequiremenisofNPC2
as specified in Table 11.1;
b) Conduct an inventory of components and equipment,
noting whether the items are anchored or braced;
c) Determine if the anchorage or bracing of the identified
components and equipment complies with the follow-
ing conditions:
1. Installed under a permit issued by OSHPD. Draw-
ings showing the installation and bearing an OSHPD
approval stampare required to show that the installa-
tion conforms lo Part 2, Title 24; or
2. Reviewed and approved by the Department of Gen-
eral Ser\'ices. Office of Architecture and Construc-
tion. Structural Safety Section. Drawings showing:
a) the installation; b) bear an Office of Architecture
and Construction. Structural Safety Section
approval stamp: and c) a five-digii project number
on the approval thai begins with ihe ''H" prefix, are
required to demonstrate that the installation con-
forms to Part 2, Title 24. It shall also be demon-
strated by a written report submitted by the structural
engineer, acceptable to the enforcement agency, that
an investigation of the anchorage and bracing of
components and equipment identified in Section
lL2.1(a) shows it to he constructed in reasonable
conformity with these drawings.
Anchorage and bracing of elements that comply with either
of these conditions are considered to meet the requirements of
NPC 2.
Installation is defined as that which shows the size and type
of material for all components of the system, including the
anchor or fastener manufacturer (if proprietary), type, total
number and embedment if connected to structural concrete,
masonry or wood.
d) If the components and equipment inventoried in
11. 2. 1(b) is anchored or braced, but does not meet the
requirements of Section lL2J(c), determine if the
bracing and anchorage is sufficient to meet the code
requirements specified in Table ll.I. The bracing
capacity shall be determined by calculations based
upon information shown in the construction docu-
ments. If these documents are incomplete or unavail-
able, the evaluation shall be based on the as-built
conditions, with the capacity of fasteners to masonry,
concrete or wood determined by approved tests; and
ej If any of the items inventoried in 11, 2. 1(b) are unan-
chored or inadequately braced as detennined by Sec-
tion 11.2.1(d), the building shall be placed in NPC L
11.2.2 Evaluation procedures for NPC 3 and NPC 3R. The
following steps shall determine if the building meets the crite-
ria for NPC 3 or NPC 3R:
a) Identify the specific nonstructural components and
equipment that are subject to the requirements of NPC 2
and NPC 3 or NPC 3R;
b) Conduct an inventory of components and equipment
specified in Table ILL NPC 3 and NPC 3 R. noting
whether the components and equipment are anchored
or braced;
Exception: Any general acute care hospital facility
located in both a '""rural area" as defined in Section
70059.1, Division 5, Title 22 and Seismic Zone 3 pur-
suant to 1995 Califhvuia Building Cotle (CBC) or
later version of the CBC shall comply with the fire
sprinkler system anchorage and bracing requirements
of NFPA 13, 1994 edition or subsequent standard by
January 1,2013.
c) Determine the level of NPC 3 conformance desired.
1 . Buildings classified as SPC I or SPC 2 are permitted
lo meet the NPC 3 perfonnance level, or the NPC 3R
performance level. See also Section lL2.3(c).
2. Buildings classified as SPC 3 or higher must meet
the NPC 3 perfonnance level.
d) Determine if the anchorage or bracing of the identified
components and equipment complies with the follow-
ing conditions:
1. Installed under a permit issued by OSHPD. Draw-
ings showing the installation and bearing an OSHPD
approval stampare required to show that the installa-
tion conforms to Part 2, Title 24; or
2. Reviewed and approved by the Department of Gen-
eral Services, Office of Architecture and Construc-
tion, Structural Safety Section. Drawings showing:
a) the installation; b) bear an Office of Architecture
and Construction, Structural Safety Section
approval stamp; and c) a five-digit project number
on the approval stamp that begins with an ''H" pre-
fix, are required to demonstrate that Ihe installation
conforms to Part 2, Title 24. It shall also be demon-
strated by a written report submitted by the structural
engineer, acceptable to the enforcement agency, that
an investigation of Ihe anchorage and bracing of
components and equipment identified in Section
11.2. 2(a) shows it to be constructed in reasonable
conformity with these drawings.
Anchorage and bracing of elements that comply with either
of these conditions are considered to meet the requirements of
NPC 2 and NPC 3 or NPC 3R.
Installation is defined as that which shows the size and type
of material for all components of the system including Ihe
anchor or fastener manufacturer (if proprietary), type, total
number and embedment if connected to structural concrete,
masonry or wood.
e) If the components and equipment inventoried in
1 1 .2.2(b) are anchored or braced, but do not meet the
requirements of Section 11.2. 2(d), determine if the
bracing and anchorage is sufficient to meet the code
requirements specified in Table 1 L I for NPC 3 or NPC
3R. The bracing capacity shall be determined by calcu-
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SEISMIC EVALUATION PROCEDURES FOR HOSPiTAL BUILDINGS
lations based upon information shown in the construc-
tion documents. If these documents are incomplete or
unavailable, the evaluation shall be based on the
as-built conditions, with the capacity of fasteners to
masonry, concrete, or wood determined by approved
tests. For NPC 3R. the investigation of the adequacy of
anchorage and bracing may be limited to the connection
of the component or equipment to the support when the
total reaction at the point of support (including the
application o[ Fp) is less than:
L 250 pounds for components or equipment attached
to light frame walls. For the purposes of this require-
ment, the sum of the absolute value of all reactions
due to component loads on a single stud shall not
exceed 250 pounds.
2. KOOO pounds for components or equipment attached
to roofs, or walls of reinforced concrete or masonry
construction.
3. 2.000 pounds forcomponents or equipment attached
to floors or slabs-on-grade.
Exception: If the anchorage or bracing is config-
ured in a manner that results in significant torsion
on a supporting structural element, the effects of
the nonstructural reaction force on the structural
element shall be considered in the anchorage
design.
f) If any of the items inventoried in 11.2.2(h) are inade-
quately anchored or braced, as determined by Section
1 K2.2(d), the building shall be placed in NPC 2.
11.2J Evaluation procedures for NPC 4. The following
steps shall be followed to determine if the building meets the
criteria for NPC 4:
a) Identify the specific nonstructural components and
equipment that are subject to the requirements of NPC 2
through NPC 4;
b) Conduct an inventory of components and equipment
specified in Table IK1,NPC2 through NPC 4, noting
whether the components and equipment are anchored
or braced;
c) Determine if the anchorage or bracing of the idenfified
components and equipment complies with one of the
following conditions:
L Installed under a permit issued by OSHPD. Draw-
ings showing the installation and bearing an OSHPD
approval stampare required to show that the installa-
tion conforms to Part 2. Title 24. Installation or ret-
rofit ofcomponents that were designed to meet NPC
3R requirements must be shown to meet the anchor-
age and bracing requirements of the CtiUfomki
Building Code for new construction. Components
designed to meet NPC 3R requirements that do not
meet the anchorage and bracing requirements for
new construction shall be retrofitted to meet those
requirements; or
2. Reviewed and approved by the Department of Gen-
eral Services. Office of Architecture and Construc-
tion. Structural Safety Section. Drawings showing:
a) the installation; b) bear an Office of Architecture
96
JANUARY 1, 2008 SUPPLEMENT
and Construction. Structural Safety Section
approval stamp; and c) a five-digit project number
on the approval stamp that begins with an "H" pre-
fix, are required to demonstrate that the installation
conforms to Part 2, Title 24. It shall also be demon-
strated by a written report submitted by the structural
engineer, acceptable to the enforcement agency, that
an investigation of the anchorage and bracing of
components and equipment identified in Section
11.2.3(a) shows it to be constructed in reasonable
conformity with these drawings.
Anchorage and bracing of elements that comply with either
of these conditions are considered to meet the requirements of
NPC 4.
Installation is defined as that which shows the size and type
of material for all components of the system including the
anchor or fastener manufacturer (if proprietary), type, total
number and embedment if connected to structural concrete,
masonry or wood.
d) If the components and equipment inventoried in
11, 2. 3(b) are anchored or braced, but do not meet the
requirements of Section 11. 2. 3(c), determine if the
bracing and anchorage is sufficient to meet the code
requirements specified in Table 11.1. The bracing
capacity shall be determined by calculations based
upon information shown in the construction docu-
ments. If these documents are incomplete or unavail-
able, the evaluation shall be based on the as-buili
conditions, with the capacity of fasteners to masonry,
concrete or wood determined by approved tests; and
e) If any of the items inventoried in 11.2.3(b)is unan-
chored or inadequately braced as determined by Sec-
don 1 1.2.3(d), the building shall be placed in NPC 3.
11.2.4 Evaluation procedures for NPC 5, The following
steps shall determine if the building meets the criteria for NPC
5:
a) Identify the specific nonstructural components and
equipment that are subject to the requirements of NPC 2
through NPC 5;
b) Conduct an inventory of components and equipment
specified in Table IKI,NPC2 through NPC 5, noting
whether the components and equipment are anchored
or braced;
c) Determine if the anchorage or bracing of the idenfified
components and equipment complies with the follow-
ing conditions:
1. Installed under a permit issued by OSHPD. Draw-
ings showing the installation and bearing an OSHPD
approval stampare required to show that the installa-
tion conforms to Part 2, Title 24; or
2. Reviewed and approved by the Department of Gen-
eral Services. Office of Architecture and Construc-
tion, Structural Safety Section. Drawings showing:
a) the installation; b) bear an Office of Architecture
and Construction. Structural Safety Section
approval stamp: and c) a five-digit project number
on the approval stamp that begins with an "H" pre-
fix, are required to demonstrate that the installation
conforms to Part 2, Title 24. It shall also be demon-
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SEISMIC EVALUATION PROCEDURES FOR HOSPITAL BUILDINGS
stratedby a written report submitted by the Structural
engineer, acceptable to the enforcement agency, that
an investigation of the anchorage and bracing of
components and equipment identified in Section
IK2.4(a) shows it to be constructed in reasonable
conformity with these drawings.
Anchorage and bracing of elements that comply with either
of these conditions are considered to meet the requirements of
NPC 5.
Installation is defined as that which shows the size and type
of material for all components of the system including the
anchor or fastener manufacturer (if proprietary), type, total
number and embedment if connected to structural concrete,
masonry or wood.
d) If the components and equipment inventoried in
1 1 .2.4(b) are anchored or braced, but do not meet the
requirements of Section lL2.4(c), detennine if the
bracing and anchorage is sufficient to meet the code
requirements specified in Table II. 1. The bracing
capacity shall be determined by calculations based
upon information shown in the construction docu-
ments. If these documents are incomplete or unavail-
able, the evaluation shall be based on the as-built
conditions, with the capacity of fasteners to masonry,
concrete or wood detennined by approved tests; and
e) If any of the items inventoried in 11.2.4(b) is inade-
quately anchored or braced as determined by 1 1 .2.4(d),
the building shall be placed in NPC 4.
lU Testing requirements for evaluating the performance
of existing mechanical fasteners. A testing program shall be
instituted to detennine the capacity of mechanical fasteners
used to anchor nonstructural components including the bracing
of pipes, ducts and conduit, and the attachment of equipment
and other components listed in the 1995 CBC, Part 2, Title 24,
Table I6A-0. Anchors shall be categorized as either seismic
bracing of pipes ducts or conduit or equipment and other
component anchors.
1 1. 3. 1 Anchors used in the seismic bracing of pipes^ ducts or
conduit. For anchors used in the seismic bracing of pipes,
ducts or conduit, the following shall apply:
L Twenty percentof the anchors (20 minimum) of a given
size and type (wedge, shell and sleeve for expansion
bolts), at each level of the structure shall be tension
tested to three times the maximum calculated design
load specified in Secfion I630B of 1998 Calijhruia
Bifi!di/ig Code (CBC) or equivalent provision in later
version ofthe CBC but not less than 500 pounds. A min-
imum of one anchor in any 4-bolt group shall be tested
assuming an equal distribution ofthe calculated force to
the bolt group. One-quarter ( /4)'inch diameter anchors
need not be tested. Where none of the anchors in the
group have calculated tension, testing shall consist of
torque testing.
Exception: Internally threaded anchors, such as
shell-type anchors, shall be tested to four limes the
maximum calculated design loads. Attachment hard-
ware shall be shimmed or removed prior to testing so
that it does not prevent the possible withdrawal ofthe
anchor.
2. If an anchor fails the tension test, 20 anchors, installed
by the same trade Jn the immediate vicinity ofthe failed
anchor shall be tested prior to resuming to a 20 percent
sampling rate for testing.
11.3.2 Anchors used in the attachment of equipment and
other components. For anchors used in the attachment of
equipment and other components listed in the I^Q5 CBC, Part
2, Title 24, Table I6A-0, the following shall apply:
1. A minimum of one anchor of a given size shall be ten-
sion tested for each piece of equipment or other compo-
nent under consideration. Where the number of anchors
for the piece of equipment or component exceeds four, a
minimum of 20 percent ofthe anchors shall be tension
tested. Where none ofthe anchors in the group have cal-
culated tension, testing shall consist of torque testing.
2. The tension test load shall be three times the maximum
tension force calculated for an anchor in the attachment
group using the design loads specified in Section
1630B of 1998 CnUfonun Bulhiing Code (CBC) or
equivalent provision in later version ofthe CBC or 500
pounds minimum. One-quarter ( /4)-inch diameter
anchors need not be tested.
Exception: Internally threaded anchors, such as shell
type anchors, shall be tested to four times the maxi-
mum calculated design loads. Attachment hardware
shall be shimmed or removed prior to testing so that it
does not prevent the possible withdrawal of the
anchor.
3. If a single anchor fails, all anchors in the attachment
group shall be tested. If two or more anchors fail, the
component shall be retrofitted for the forces as for new
construction.
11.3.3 Tension testing procedure.
L Testing of anchors shall be accomplished by the appU-
cation of externally applied direct tension force to the
anchor. The testing apparatus shall not restrict the prob-
able shear cone failure surface of the concrete or
masonry.
2. Torque testing is not permitted in lieu of tension testing
unless specifically allowed in these provisions.
3. A failure isdefmed when the tension load on the anchor
produces a slip of /^ inch, a shear cone failure in the
concrete or masonry, concrete splitting, or fracture of
the steel anchor itself prior to attaining the test load
value.
Exception: For internally threaded anchors, the
allowable slip shall not exceed /k, inch.
11.3.4 Alternate test criteria. In lieu of testing in accordance
with Section 1 1. 3. 1 or 11.3.2, a test load may be established by
the evaluating engineer. The allowable load that the anchor can
resist shall be determined by dividing the lest load by the
appropriate factors noted in Section 11.3.1 or 1L3.2. No
one-third increase is permitted for seismic or wind loads.
11.3.5 Allowable shear loads. Allowable shear loads on
anchors shall be determined by either ofthe following:
1. Shear values listed in Table I9B-E of 1998 Califoruia
Bifihlifig Code (CBC) or equivalent provision in later
version ofthe CBC. or
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2. Shear values shall be obtained by analysis using
Strength Design of Anchorage to Concrete, Section
A. 6, published by the Portland Cement Association,
1999, with the specified reduction coefricient{s) to con-
vert the "strength"' values to allowable stress design
values of 1.7.
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SEISMIC EVALUATION PROCEDURES FOR HOSPITAL BUILDINGS
APPENDIX
GENERAL SETS OF EVALUATION STATEMENTS
EVALUATION STATEMENTS FOR THE BASIC
BUILDING SYSTEM
Address Ihc following evaluation siaicmcnis, marking each
either irac (T). false (F| or not applicable (N/A). Siatemcius that
are found to be true identify issues that are acceptable according
lo Ilic criteria of these regulations; statements that are found to be
false identify issues that need investigation. For guidance in the
investigation, refer to the section number indicated in parenthe-
ses at the end of the statement.
T F
T F
Building system
LOAD PATH: The structure contains a complete load
path for seismic force effects from any horizontal
direction that serves to transfer the inertial forces
from the mass to the foundation. (Section 3.1)
REDUNDANCY: The structure wiff remain laterally
stable after the failure of any single cicment (Section
3.2)
Configuration
T F N/A WEAK STORY: Visual observation or a Quick
Cheek indicates that there are no significant
strength discontinuities in any of the vertical ele-
ments in the lateral-force-rcsisting system; the
story strength at any story is not less than SO percent
of the strength of the story above. (Section 3.3.1)
T F IN/A SOFT STORY: Visual observation or a Quick
Check indicates that there are no significant stiff-
ness discontinuities in any of the vertical elements
in the lateral-foree-rcsisting system; the lateral
stiffness of a story is not less than 70 percent of that
in the story above or less than SU percent of the
average stiffness of the three stories above. (Section
3.3.2)
T F N/A GEOM ETRY : There are no significant geometrical
irregularities; there are no setbacks (i.e., no changes
in horizontal dimension of the latcral-force-resist-
ing system of more than 30 percent in a story rela-
tive to the adjacent stories). (Section 3 J. 3)
T F JN/A MASS: There are no significant mass irregularities;
there is no change of effective mass of more than 50
percent from one story to the next, excluding light
roofs. (Section 3.3.4)
T F N/A VERTICAL DISCONTINUITIES: All shear walls,
infilled walls and frames arc continuous to the foun-
dation. (Section 3,3.5)
T F TORSION: The lateral-force-resisiing elements
form a well-balanced system that is not subject to
significant torsion. SigniJlcant torsion will be taken
as any condition where the distance between the
story center of rigidity and the story center of mass
is greater than 20 percent of the width of the struc-
ture in either major plan dimension. {Section 3.3.6)
Adjacent buildings
T F ADJACENT BUILDINGS: There is no immediately
adjacent structure that is less than half as tall or has
floors/levels that do not match those of the buitding
being evaluated. A neighboring structure is considered
"immediately adjacent" if it is within 2 inches times the
number of stories away from the building being evalu-
ated. (Section 3.4)
Deflection incompatibility
T F DEFLECTION INCOMPATIBILITY: Column and
beam assemblies that are not part of the lat-
crat-forcc-rcsisting system (i.e.. gravity load-resisting
frames) are capable of accommodating imposed build-
ing drifts, including amplified drift caused by dia-
phragm deflections, without loss of vertical
load-carrying capacity. (Section 3.5)
Short ^^captive^' columns
T F SHORT "CAPTIVE" COLUMNS: There are no col-
umns with height-to-depth ratios less than 75 percent
of the nominal height-to-depth ratios of the typical col-
umns at that level. (Section 3.6)
Materials and conditions
T F N/A DETERIORATION OF WOOD: None of the wood
members shows signs of decay, shrinkage, splitting,
fire damage or sagging, and none of the metal acces-
sories is deteriorated, broken or loose. (Section
3.7.1)
T F N/A OVERDRIVEN NAILS: There is no evidence of
overdriven nails in the shear walls or dia-
phragms. (Section 3.7.2)
T F N/A DETERIORATION OF STEEL: There isno signifi-
cant visible rusting, corrosion or other deterioration
in any of the steel elements in the vertical- or lat-
eral-force-resisting system. (Section 3.7.3)
T F N/A DETERIORATION OF CONCRETE: There is no
visible deterioration of concrete or reinforcing steel
in any of the frame elements. (Section 3.7.4)
T F N/A POST-TENSIONING ANCHORS: There is no evi-
dence of corrosion or .spalling in the vicinity of
posi-iensioningorcnd fittings. Coil anchors have not
been used. (Section 3.7.5)
T F N/A CONCRETE WALL CRACKS: All diagonal cracks
in the wall elements arc l.Q mm or less in width, arc
in isolated locations, and do not form an X pattern.
(Section 3.7.6)
T F N/A CRACKS IN BOUNDARY COLUMNS: There are
no diagonal cracks wider than 1.0 mm in concrete
columns that encase the masonry infills. (Section
3.7.7)
2007 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE
gg
SEISMIC EVALUATION PROCEDURES FOR HOSPITAL BUILDINGS
Materials and conditions — cont.
T F N/A PRECAST CONCRETE WALLS: There is no sig-
nificant visible deterioration of concrete or reinfore-
ing steel or evidenee of distress, especially at the
connections. (Section 2.7.^}
T F N/A MASONRY JOINTS: The inonar cannot be easily
scraped away from the joints by hand with a metal
tool, and there arc no significant areas of eroded mor-
tar. fSeelton 3.7.9)
T F N/A MASONRY UNITS: There is wo visible deteriora-
tion of large areas of masoory units. (Section 3.7. 1 0)
T F N/A CRACKS IN INFILL WALLS: Tkcrc are no diago-
nal craeks in the infilled walls thai extend throughout
a panel or arc greater than LU mm wide. (Section
3,7.11)
T F IN/A GIRDLR FLANGE CONTINUITY PLATES:
There arc girder flange continuity plates at joints.
(Section 4.2 J)
T F N/A STRONG COLUMN/WEAK BEAM: At least one
half of the joints are strong column/weak beam (33
percent on every line of moment frame). Roof joints
need not be considered. (Section 4.2.8)
T F N/A OUT-OF-PLANE BRACING: Beam-column joints
are braced out-of-plane. (Seelton 4.2.9)
T F N/A PRE-NORTHRIDGE HARTHQUAK.H WELDED
MOMENT FRAME JOINTS: Welded steel
moment frame beam-column joints are designed
and consirucicd in accordance with recommenda-
tions in PEMA 267. Iniciim tiuidclincs: Evaluation,
Repair. Modification, and Design of Welded SiccI
Moment Frame Structures, August lyys. (Section
4.2.10)
EVALUATION STATEMENTS FOR VERTICAL SYS-
TEMS RESISTING LATERAL FORCES
Address the following evaluation statements, marking cacli either
true jT), false (P) or not applicable (N/.'X). Statements that arc found
to be true identify issues that arc aeeeplable according to the crite-
ria of these regulations: statements that are found to be false iden-
lify issues that need investigation. Por gjidanee in the
invesiigation, refer to the scciion number indicated in parentheses
ai the end of Ibc statement.
MOMENT FRAMES
Framos with infill walls
T F N/A INTERFERING WALLS: All infill walls placed in
the moment frames are isolated from the structural
elements. (Seelton 4.1,1)
Steel moment frames
T F N/A DRIPT CHECK.: The building satisfies the Quick
Check of the frame drift. (Section 4.2.1 )
T F N/A COMPACT MEMBERS: All moment frame ele-
ments meet the compact section requirements of the
basic AISC documents. (Section 4.2.2)
T F N/A BEAM PENETRATIONS: All openings in
frame-beam webs have a depth less than one fourth
of the beam depth and arc located in Ihe center half
of the frame beams. (Section 4.2.3)
T F N/A MOMENT CONNECTIONS: All beam-column
connections in the lateral- force- resisting moment
frame have fulLpenelration fiange welds and a
bolted or welded web connection. (Section 4.2.4)
T F N/A COLUMN SPUCES; All column splice details of
the moment-resisting frames include eonneclion of
both flanges and the web. (Section 4.2.5)
T F N/A JOINTWEBS: All web thicknesses within joints of
moment-resisting frames meet the AISC criteria for
web shear. (Section 4.2.6)
Concrete moment frames
T F N7A SHEARING STRESS CHECK: The building satis-
fies Ihe Quick Check of the average shearing stress in
die columns. (Section 4.3.1 )
T F N/A DRIPT CHECK.: The building satisfies the Quick
Check of story drift. (Section 4.3.2)
T F .\7A PRESTRESSED FRAME ELEMENTS: The lat-
cral-load-resisting frames do noi include any
pre-strcssed or posl-tcnsioned elements. (Seelton
4.3.3)
T F N/A JOINT ECCENTRICITY: There arc no eccentrici-
ties larger than 20 percent of the smallest column
plan dimension between girder and column cen-
ter-lines. (Scciion 4.3.4)
T F N/A NO SHEAR FAILURES: The shear capacity of
frame members is grcaicr Ihan ihc moment capacity.
{Section 4.3.5)
T F N/A STRONG COLUMN/WEAK. BEAM: The moment
capacity of the columns appears to be greater than
that of the beams. (Section 4.3.6)
T F N/A STIRRUP AND TIE HOOKS: The beam stirrups
and column ties are anchored into the member cores
with hooks of 135 degrees or more. (Section 4.3.7)
T F N/A COLUMN-TIE SPACING: Frame columns have
ties spaced at if/4 or less throughout their length and
at S(/ft, or less at all potential plastic hinge regions.
{Section 4.3.M)
T F N/A COLUMN-BAR SPLICES: All column bar lap
splice lengths arc greater than ^Stli,. long and arc
enclosed by tics spaced at St/;,, or less. (Section 4.3.9)
T F \/A BEAM B.'\RS:At least two longitudinal top and two
longitudinal bottom bars extend continuously
throughoui the length of each frame beam. Ai least
25 percent of the steel provided ai the joints for either
positive or negative moment is continuous through-
out the members. (Section 4.3.10)
100
2007 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE
SEISMIC EVALUATION PROCEDURES FOR HOSPITAL BUILDINGS
Concrete moinenl Frames — coiit.
T F N/A BlIAM-BAR SPLICES: The lap splices for the lon-
gitudinal beam reinforcing are located within the
center halfofilic member lenglhs or in the vicinity of
poieniial plastic hinge?. (Section 4J.1 1 )
T F N/A STIRRUP SPACING: All beams have stirrups
spaced at dll or less throughout their length and at
^dh or less at potential hinge locations. (Section
T F .\/A BEAM TRUSS BARS; Bent-up longitudinal steel is
not used for shear reinforcement. (Section 4.3.13)
T F N/A JOINT REINFORCING: Column tics extend ai their
typical spacing through all beam-column joints at
exterior columns. (Section 4.3.14)
T F .N/A FLAT SLAB FRAMES: The system is not a frame
consisting of a flat slab/plate without beams. (Sec-
lion 4.3.15)
Precast concrete moment frames
T F IN/A PRECAST FRAMES: The lateral loads are not
rcsisicd by precast concrete frame clcmcnls. {Sec-
tion 4.4.1)
T F N/A PRECAST CONNECTIONS: For buildings with
concrete shear walls, the connection between pre-
cast frame elements such as chords, ties and collec-
tors in the lateral-force-rcsisting system can
develop the capacity of the connected members.
(Section 4.4.2)
Frames not part of the lateral-l'orce-resisting system
T F N/A COMPLETE FRAMES: The steel or concrete
frames form a complete vertical load-carrying sys-
tem. (Section 4.5.1)
SHEAR WALLS
Concrete shear walls
T F N/A SHEARING STRESS CHECK: The building salis-
tles the Quick Check of the shearing stress in the
shear walls. (Section 5. 1.1 1
T F N/A OVERTURNING: Allshearwalls have A„//„ ratios
less than 4 to 1 . (Section 5.1.2)
T F N/A COUPLING BEAMS: The stirrups in all coupling
beams are spaced at dll or less and are anchored
into the core wiih hooks of 135 degrees or more.
(Section 5.1.3)
T F N/A COLUMN SPLICES: Steel column splice details in
shear wall boundary elements can develop the ten-
sile strength of the column. (Section 5.1.4)
T F JN/A WALL CONNECTIONS: There is positive con-
nection between the shear walls and tbc steel beams
and columns. (Section 5,1.5)
T F N/A CONFINEMENT REINFORCING: For shear
walls wiih//u'//ii' greaierihan 2.0. Ihe boundary ele-
ments arc confined wiih spirals or ties with spacing
less then St/^. (Section 5.1.6)
T F N/A REINFORCING STEEL: The area of reinforcing
steel for concrete walls is greater than 0.0025 limes
the gross area of the wall along both the longitudinal
and transverse ajtes and the maximum spacing of
reinforcing steel is 18 inches. (Section 5.1.7)
T F N/A REINFORCING AT OPENINGS: There is special
wall reinforcement around alt openings. (Section
5.1. f^)
Precast concrete shear walls
T F N/A PANEL-TO-PANEL CONNECTIONS: Adjacent
wall panels arc not connected by welded sicci
inserts. (Section 5.2.1 )
T F N/A WALL OPENINGS: Openings constitute less than
75 percent of the length of any perimeter wall with
the wall piers having hji„ ratios of less than 2.0.
(Section 5.2.2)
T F N/A COLLECTORS: Wall elements with openings
larger than a typical panel at a building corner arc
connected to the remainder of the wall wilh collector
reinforcing. (Section 5,2.3)
Reinforced masonry shear walls
T F N/A SHEARING STRESS CHECK: The building satis-
fies Ihe Quick Check of the shearing stress in the
reinforced masonry shear walls, (Section 5.3.1)
T F N/A REINFORCING: The total vertical and horizontal
reinforcing sicel in reinforced masonry walls is
greater than [J. 002 times the gross area of the watl
with a minimum ofO.UUO? in either of the two direc-
tions, the spacing of reinforcing steel is less than 4y
inches and all vertical bars extend to the top of the
walls. (Section 5.3.2)
T F N/A REINFORCING AT OPENINGS: All wall open-
ings that interrupt rcbar have trim reinforcing on aE[
sides. (Section 5-3.3)
Unreinforced masonry shear walls
T F N/A SHEARING STRESS CHECK: The building satis-
fies the Quick Check of the shearing stress in the
unreinforced masonry shear walls. (Section 5.4.1 )
T F N/A MASONRY LAY-UP: Filled collar joints of
mulii-wyihe masonry walls have negligible voids.
(Section 5.4.2)
2007 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE
101
SEISMIC EVALUATION PROCEDURES FOR HOSPITAL BUILDINGS
T F N/A
T F N/A
T F N/A
T F N/A
T F N/A
T F N/A
T F JN/A
T F N/A
T F N/A
T F N/A
T F N/A
Infill walls in frames
PROPORTIONS: Tlic hcight/thickiicss ratio of the
wall panels is as follows (Seciioii 5.^.1):
One-story building
hji^ !4
Multistory building
Top slory
hjt < 9
Other stories
h„/i^ 20
SOLID WALLS: The infill walls arc not of cavity
construction. (Section 5.5.2)
CONTINUOUS WALLS: The infill walls arc con-
tinuous to the soffits of the frame beams. (Section
5.5.^}
WALL CONNECTIONS: All infill panels are con-
structed to encompass the frames around their entire
perinieier (Section 5.3.4)
Walls in wood-Frame buildings
SHEARING STRESS CHECKS The building satis-
fies the Quick Check of the shearing stress in the
wood shear walls. (Section 5.6.1 )
OPENINGS: Walls with garage doors or other large
openings are braced with plywood shear walls or arc
supported by adfacent construction through sub-
stantial positive ties. (Section 5.6.2)
WALL REQUIREMENTS: All walls supporting
tributary area of 24 to 100 square feet per foot of
wall are plywood sheathed with proper nailing, or
rod braced and have a hcighi-to-depih(H/D) ratio of
1 to 1 or less, or have properly detailed and eon-
slrucled hold downs. (Section 5.6.3)
CRIPPLE WALLS: All exterior cripple walls
below the first fioor level are braced to the founda-
tion with shear elements. (Section 5.6.4)
NARROW SHEAR WALLS: Narrow wood shear
walls with an aspect ratio greater than 2 to I do not
resist forces developed in the building. (Section
5.6.5)
STUCCO (EXTERIOR PLASTER) SHEAR
WALLS: Multistory buildings do not rely on exte-
rior stucco walls as the primary lateral- force-resist-
ing system, (Section 5.6,6)
PLASTER OR GYPSUM WALLBOARD SHEAR
WALLS: Interior plaster or gypsum wallboard is
not being used for shear walls in buildings over one
story in heighL (Section 5.6.7)
BRACED FRAMES
Coneenlrie braeed frames
T F IN/A STRESS CHECK: The building safisfies die Quick
Check of the stress in the diagonals. (Section 6. 1.1)
T F IN/A STIFPNESS OF DIAGONALS: All diagonal ele-
ments required to carry compression have A.7/y- ratios
less than 120. (Section 6.1.2)
T F N/A TENSION-ONLY BRACES: Tension-only braces
are not used as the primary diagonal bracing ele-
ments in structures over two stories in height. (Sec-
tion 6.1.3)
T F N/A CHEVRON BRAClNtl: The bracing system does
not include chevron-. V- or K-braced bays. (Section
6.1.4)
T F N/A CONCENTRIC JOINTS: Al! the diagonal braces
frame into the beam-column Joints concentrically.
(Section 6.1.5)
T F N/A CONNECTION STRENGTH: All the brace con-
nections are able to develop the yield capacity of the
diagonals. (Section 6.1 .6)
T F N/A COLUMN SPLICES: All column splice details of
the braced frames can develop the column yield
capacity. (Section 6.1.7)
T F N/A CONCRETE BRACED FRAMES: None of the
braces in Ihe framing system are of reinforced con-
crete consiniction. (Section 6,1.8)
Eccentric braced frames
T F N/A LINK. BEAM LOCATION: The link beams arc not
connected to the columns. (Section 6.2.1)
EVALUATION STATEMENTS FOR DIAPHRAGMS
Address the following evaluation statements, marking each either
true (T), false (P) or not applicable (N/A). Statements thai arc fojnd
to be true identify issues that are acceptable according to the criteria
of these regulations: statements that are found to be false identify
issues that need investigation. For guidance in the investigation,
refer to Ihe section njmbcr indicated in parentheses at the end ofthc
statement.
General
T F N/A PLAN IRREGULARITIES: There is significant
tensile capacity at reentrant corners or other loca-
tions of plan irregularities, (Section 7.1.1 )
T F N/A CROSS TIES: There are continuous cross tics
between diaphragm chords. (Section 7.1.2)
T F N/A REINFORCING AT OPENINGS: There is rein-
forcing around all diaphragm openings larger than
50 percent ofthc building width in either major plan
dimension. (Section 7.1 .3)
T F N/A OPENINtiS AT SHEAR WALLS: Diaphragm
openings immediately adjacent to the shear walls
consiiiLiie less than 25 percent ofthc wall length.
and the available length appears sufficient. (Section
7.1.4)
102
2007 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE
SEISMIC EVALUATION PROCEDURES FOR HOSPITAL BUILDINGS
General — cont.
Horizontal bracing
T F N/A OPENINGS AT BRACED FRAMES: Diapliiagm
openings immediately adjacent to the braced frames
extend less than 25 percent of the length of the brac-
ing. (Section 7J .5)
T F N/A OPENINGS AT HXTEREOR MASONRY SHEAR
WALLS: Diaphragm openings immediately adja-
cent lo exterior masonry walk arc no moic than H
feet long. (Section 7J.6)
Wood diaphragms
T F N/A SHEATHING: None of tlic diaphragms consist of
straight sheathing or have span/depth ratios greater
than 2 to L (Section 7.2.1)
T F N/A SPANS: All diaphragms with spans greater than 24
feet have plywood or diagonal sheathing. Struetures
in Building Type 2 may have rod-braced systems.
(Section 7,2.2)
T F N/A UNBLOCKED DIAPHRAGMS: Unbtoeked wood
paneE diaphragms consist of horizontal spans of less
than 40 feet and have span/depth ratios less than or
eqjal to 3 to I . (Section 7.2.3)
T F N/A SPAN/DEPTH RATIO: if the span/depth ratios of
wood diaphragms are greater than 3 to 1. there are
nonstructural walls connected to all diaphragm lev-
els at less than 40-foot spacing. {Section 7.2.4)
T F N/A DIAPHRAGM CONTINUITY: None of the dia-
phragms arc composed of split-feveE floors or, in
wood commercial or industrial buildings, have
expansion joints. (Section 7,2.5)
T F N/A CHORD CONTINUITY: All chord elements arc
continuous, regardless of changes in roof elevation.
(Section 7.2.6)
Metal deck diaphragms
T F N/A DECK TOPPING: Alhnetal deck roofs have a rein-
forced concrete lopping slab. (Section 7.3.1 )
T F N/A UNTOPPED DIAPHRAGMS: Untapped metal
deck diaphragms consist of horizontal spans of less
than 40 feet and have span'depth ratios less than or
equal to 3 to I . (Section 7.3.2)
Precast concrete diaphragms
T F N/A TOPPING SLAB: Precast concrete diaphragm ele-
ments are interconnected by a reinforced concrete
topping slab. (Section 7.4.1 )
T F N/A CONTINUITY OF TOPPING SLAB: The topping
slab continues uninterrupted through the interior
walls and into the exterior walls or is provided with
dowels with a total area equal to the topping slab
reinforcing. (Section 7.4.2)
T F N/A HORIZONTAL BRACING: Horizontal bracing
forms a complete system of adequate capacity.
(Section 7.5.1)
Other systems
T F N/A OTHER SYSTEMS: The diaphragm system does
not include thin planks and/or toppings of gypsum.
(Section 7.6.1)
EVALUATION STATEMENTS FOR STRUCTURAL
CONNECTIONS
Address the following evaluation statcnicnts, marking each either
Iruc(T), false (F) or not applicable (N/A). Statements that are found
to be true identify issues that are acceptable according to the criteria
of these regulations; statements that are found to be false identify
issues that need investigation. For guidance in the investigation,
refer to the section number indicated in parentheses at the end of the
statement.
Anchorage for normal forces
T F N/A WOOD LEDGERS: The connection between the
wall panels and the diaphragm does not induce
cross-grain bending or tension in the wood ledgers.
(Section K.2.])
T F N/A WALL ANCHORAGE: The exterior concrete or
masonry walls arc anchored to each of the dia-
phragm levels for out-of-planc loads. (Section
S.2.2)
T F N/A MASONRY WALL ANCHORS: Wall anchorage
connections are steel anchors or straps that are
developed into the diaphragm. (Section K.2.3)
T F N/A ANCHOR SPACING: The anchors from the floor
and roof systems into exterior masonry walls are
spaced at 4 feet or less. (Section S.2.4)
T F N/A TILT-UP WALLS: Precast-bearing walls arc con-
nected to the diaphragms for out-of-plane loads;
steel anchors or straps arc embedded in the walls
and developed into the diaphragm. (Section H.1.5)
T F N/A PANEL-DIAPHRAGM CONNECTION: There
are at least two anchors from each precast wall pane!
into the diaphragm elements. (Section 8.2. 6)
T F N/A INADEQUATE STIFFNESS OF WALL
ANCHORS: Anchors of walls to wood structural
elements are installed taut and are stiff enough to
prevent movement between the wall and roof. (Sec-
tion 8.2.7)
2007 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE
103
SEISMIC EVALUATION PROCEDURES FOR HOSPITAL BUILDINGS
Shear transfer
T F ^/A TRANSFER TO SHEAR WALLS: Diaphragms arc
reinforced and connected for iransfci of loads lo the
shear walls. (Seetion W.3J )
T ¥ JN/A TRANSFER TO STEEL FRAMES: The method
usedlo transfer diaphrogin shears to Ihc steel frames
is approved for use under lateral loads. (Seetion
S.3.2)
T F N/A TOPPING SLAB TO WALLS AND FRAMES:
Reinforced eonercte lopping slabs that interconnect
the precast concrete diaphragm elements are dow-
eled into the shear wall or frame elements. (Section
8.3.3)
Vertical components
T F N/A STEEL COLUMNS: The columns in the lat-
era l-foree-rcsis ting frames arc substantially
anehorcdioihc building foundation, f Section M.4J )
T F N/A CONCRETE COLUMNS: All longitudinal column
steel is doweled into the foundation. (Section 8.4. 2)
T F N/A WOOD POSTS: There is positive connection of
wood posts to the foundation and the elements being
supported. (Section S.4.3)
T F N/A WALL REINFORCING: All vertical wall reinforc-
ing is doweled into ihe foundation. (Section J^.4.4)
T F N/A SHEAR-WALL-BOUNDARV COLUMNS: The
shear wall columns are substantially anchored to the
building foundation. (Section S.4.5)
T F N/A WALL PANELS: The wait panels are connected to
ihe foundation and 'or ground floor slab with dowels
equal lo the vertical panel reinforcing. (Seeiion
K.4.6)
T F N/A WOOD SILLS: All wall elements arc bolted to the
foundation sill at 6-foot spacing or less with proper
edge distance for concrete and wood. (Section
Interconnection of elements
T F N/A GIRDERS: Girders arc supported by walls, or pilas-
ters have special lies lo secure ihe anchor bolls. (Sec-
tion 8.^.1)
T F N/A CORBEL BEARING: If the frame girders bear on
column corbels, the length of bearing is greater than
3 inches. (Section S.5.2)
T F N/A CORBEL CONNECTIONS: The frame girders arc
not supported on corbels with welded elements,
(Section M,5.3)
Roof decking
T F N/A LIGHT-GAGE METAL. PLASTIC OR
CEMENTITIOUS ROOF PANELS: All light-gage
metal, plastic or cementitious roof panels arc prop-
erty connected to the roof framing at not more than
12 inches on center. (Section S.6.1 )
T F N/A WALL PANELS: All wall panels (metal, fiberglass
or cementitious) arc properly connected to the wall
framing. (Section J^.6.2)
EVALUATION STATEMENTS FOR FOUNDATIONS
AND GEOLOGIC SITE HAZARDS
Address the following evaluation statements, marking each either
Irue(T), false (E) or not applicable (N/A). Statements that are found
to be true identify issues that are acceptable according to the criteria
of these regulations; statements that arc found lo be false identify
issues that need invcsiigation. For guidance in Ihc invcsiigation,
refer to the sec lion number indicated in parentheses ai ihe end of the
statement.
Condition of foundations
T F EOUNDATIUN PERFORMANCE: The structure
docs not show evidence of CKcessive foundation move-
ment such as settlement or heave that would affect its
integrity or strength. (Section 9.LI)
T F DLTLRIORATION: There is no evidence that founda-
tion elements have dctcrioraicd due to corrosion, sul-
phate attack, material breakdown or other reasons in a
manner that would affect the integrity or strength of the
structure. (Section 9.1.2)
Capacity of foundations
T F OVERTURNING: The ratio of the cffcciivc hori-
zontal dimension, at the foundation level of the seis-
mic-resisting system to the building height
(basc/bcigbt) exceeds 1.4AV. (Section 9.2.1)
T F TIES BETWEEN FOUNDATION ELEMENTS:
Foundation ties adequate for seismic forces exist
where footings, piles and piers arc noi resirained by
beams, slabs or competent soils or rock. (Section
9.2.2)
T F N/A LOAD PATH AT PILE CAPS: The pile caps are
capable of transferring overturning and lateral
forces between the structure and individual piles in
the pile cap. (Scclton 9.2.3)
T F N/A LATERAL FORCE ON DEEP FOUNDATIONS:
Piles and piers are capable of transferring the lateral
forces between the structure and Ihe soil. (Section
9.2.4)
T F N/A POLE BUILDINGS: Pole foundations have ade-
quate embedmeni. (Seciion y.2.5)
T F SLOPING SITES: The grade difference from one
side of the building to another docs not exceed
one-half story. (Section 9.2.6)
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2007 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE
SEISMIC EVALUATION PROCEDURES FOR HOSPITAL BUILDINGS
Geologic site hazards
Cladding and veneer
T F N/A
T F
T F
LlQLll£FACT[ON: Liquefaction-susceptible, satu-
rated, loose granular soils that could jeopardize Ihc
building's seismic performance do not exist in Ihc
foundation soils at depths within 50 feet under the
building. (Section yj.l)
SLOPE FAILURE: The building site is sufficiently
remote from potential earthquake-induced slope
failures orroekfalls to be unaffected by sueh failures
or is capable of accommodating small, piedieted
movements without failure. (Section ^.3.2)
SURFACE FAULT RUPTURE: Surface fault rup-
ture and surface displacement at the building site are
not Einticipated. (Section 9.3J)
EVALUATION STATEMENTS FOR ELEMENTS
THAT ARE NOT PART OF THE
L.ATERAL-FORCE-RESISTING SYSTEM
Address the following evaluation statements, marking each either
true jT), false (F) or not applicable (N/A). Statements that are found
to be true identify issues that arc acceptable according to the criteria
of these regulations; statements that are found to be false identify
issues that need investigation. For guidance in the investigation,
refer to the SQCtion number indicated in parentheses at the end of the
.statement.
T F W/A
T F IN/A
T F N/A
T F N/A
MASONRY VENEER: Masonry veneer is con-
nected to the back-up with corrosion-resistant tics
spaced 24 inches on center maximum with at [east
one tie for every 27^ square feet. (Section 10J.2J )
CLADDING PANELS IN MOMENT FRAME
BUILDINGS: For moment frame buildings of stccE
or concrete, panels are isolated from the structural
frame to absorb predicted interstory drift without
coifapse. (Section I0.L2.2)
CLADDING PANEL CONNECTIONS: Where
bearing connections arc required, there are at least
two bearing connections for each cladding panel,
and there are at least four connections for each clad-
ding panel capable of resisting out-of-p[anc forces.
(Section I0.L2J)
CLADDING PANEL CONDITION: Cladding
panel connections appear to be installed properly.
No connection element is severely deteriorated or
corroded. There is no cracking in the panel materi-
als indicative of substantial structural distress.
There is no substantial damage to exterior cladding
due to water leakage. There is no subs1an1ia[ dam-
age to exterior wall cladding due to temperature
movements. (Section I0.L2.4)
Metal stud back-up systems
NONSTRUCTLfRAL WALLS
Partitions
T F N/A MASONRY PARTITIONS: There arc no unbraced
unrcinforccd masonry or hollow clay tile partitions
in critical eare areas, clinical laboratory service
spaces, pharmaceutical service spaces, radiological
service spaces, and central and sterile supply areas,
exit corridors, elevator shafts or stairwells. (Section
ia.1.1.3)
T F N/A STRUCTURAL SEPARATIONS: At structural
separations, partitions in exit corridors have seismic
or control joints. (Section KJJ .L2}
T F N/A PARTITION BRACING: In exit corridors, the tops
of partitions that extend only to the ceiling line have
lateral bracing. (Section lOJ .L3)
T F N/A
T F N/A
T F N/A
T F N/A
GENERAL: Additional steel studs frame window
and door openings. Corrosion of veneer ties, tie
screws, studs and stud tracks is minimal. Stud tracks
are adequately fastened to the structural frame,
(Section 10.1.3.1)
MASONRY VENEER WITH STUD 8ACK.-UP:
Masonry veneer more than 30 feet above the ground
is supported by shelf angles or other elements at
each floor level. Masonry veneer is adequately
anchored to the back-up at locations of through-wall
flashing. Masonry veneer is connected to the
backup with corrosion-resistant ties spaced 24
inches on center maximum and with at least one tie
for every 2~/■^, square feet. (Section IU.L3.2)
MASONRY VLNLHR WITH CONCRETE
BLOCK BACK-UP— GENERAL: The concrete
block back-up qualifies as reinforced masonry.
(Section 10.1.4.1)
MASONRY VENEER SUPPORT: Masonry
veneer more than 30 feet above the ground is sup-
ported by shelf angles or other elements at each
floor level. Masonry veneer is adequately anchored
to the back-up at locations of through-wall flashing.
Masonry veneer is connected to the back-up with
corrosion-resistant tics spaced 24 inches on center
maximum and with at least one tie for every 22/3
.square feet. The concrete block back-up is posi-
tively anchored to the structural frame at 4-foot
maximum intervals along the floors and roofs, (Sec-
tion 10.1.4.2)
2007 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE
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SEISMIC EVALUATION PROCEDURES FOR HOSPITAL BUILDINGS
Other vcnccr/pancI systems
T F N/A THIN STONE VENEER PANELS: Stone anchor-
ages arc adequate for computed loads. (Section
T F N/A WOOD/AGGREGATE PANHLS: There is no visi-
ble dclcrioration of screws or wood at panel attach-
ment points. (Section 10.1.5.2)
Parapets^ cornices^ ornamentation and appendages
T F N/A PARAPETS, CORNICES, ORNAMENTATION
AND APPENDAGES: There arc no laterally
unsLipportcd unreinforeed niEisoury parapets or cor-
nices above the highest anchorage level with
hcight/thickncss ratios greater than 1.5. Concrete
parapets with lieight/thiekness ratios greater than
1 .5 have vertical reinforcement. Cornices, parapets,
signs and other appendages that extend above the
highest anchorage level or caniilcvcr from exterior
wall faces and other exterior wall ornanicniation are
reinforced and well anchored to the structural
system. (Section IU.1.6)
T F N/A ME.\NS OE EGRESS: Canopies arc anchored and
braced lo prevent collapse and blockage of butfding
exits. (Section 10.1.7)
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SEISMIC EVALUATION PROCEDURES FOR HOSPITAL BUILDINGS
HISTORY NOTE APPENDIX FOR CHAPTER 6
Administrative Regulations for (he Office of State^^ide Health Planning and Development
(Title 24^ Part 1^ California Code of Regulations)
The format of the history notes has been changed to be consis-
tent with the other parts of the Califonua Buihfing Standards
Code. The history notes for prior changes remain within the
text of this code.
\. (OSHPD 1/96) Adoption of Chapter 6. Seismic Ev.nlua-
tion Procedures for Hospital Buildings, Pan K Title 24, C.C.R.
Filed with the secretary of slate on April 8, 1997, effective
April 8. 1 997. Approved by the California Building Standards
Commission on February 6, 1997.
2. (OSHPD 1/97) New Article I-Definitions and Require-
ments based on SB 1953. Approved by the California Building
Standards Commission on March 18, 1998. Filed with the Sec-
retary of State on March 25, 1998, effective March 25, 1998.
3. (BSC 2/99) Article 1-7, Conflict of Interest Code. Amend
Section 1-701. Approved by the Fair Political Practices Com-
mittee on October 29, 1999. Filed with the Secretary of State on
December 3 K 1999. effective January 30, 2000.
4. (OSHPD EF 1/00) Part I, Chapter 6, Articles MO, I! and
Appendix. Approved as submitted by the California Building
Standards Commission on February 28. 2000. Filed with the
Secretary of Stale on March 3. 2000, effective March 3, 2000.
Permanent approval by California Building Standards Com-
mission on May 24, 2000. Certification of Compliance filed
with Secretary of State May 26, 2000.
5. (OSHPD EF 2/00) Pan I . Amend Chapter 6. Articles 1 . 2,
10 and \\. Emergency approval by the California Building
Standards Commission on May 24. 2000. Filed with the Secre-
tary of State on May 26, 2000. effective May 26. 2000. Perma-
nent approval by California Building Standards Commission
September 20, 2000. Certification of Compliance filed with
Secretary of State November 15, 2000.
6. (OSHPD EF 5/0 1) Emergency adoption of amendments to
hospital seismic safety evaluation regulations contained in
Title 24, C.C.R.., Part I , Chapter 6. Approved by the California
Building Standards Commission on November 28. 2001. Filed
with the Secretary of State on December 4, 2001. effective
December 4, 2001.
7. (OSHPD EF 01/02) Amend Chapter 6 and 7 of Pan 1.
Approved as emergency by the California Building Standards
Commission on January 1 5, 2003. and filed with the Secretary
of State on January 16,2003. Effective January 16,2003.
8. (OSHPD EF 01/02) Amend Chapters 6 and 7 of Pan I.
Approved as permanent emergency by the California Building
Standards Commission. Permanent approval on May 14,2003.
Certification of Compliance filed with the Secretary of State on
May 15.2003. Effective January 16.2003.
9. (OSHPD EF 01/05 ) Amend Pan 1, Chapter 6. Anicle II
and Table 11.1. Approved as emergency by the California
Building Standards Commission on December 13. 2005. Filed
with the Secretary of Stale on December 14, 2005 with an
effective date of December 14, 2005.
1 0. (OSHPD EF 1/05) Amend Pan I , Chapter 6, Anicle 1 1
and Table I I.I. Re-adopted/approvedasemergency by the Cal-
ifornia Building Standards Commission on March 22. 2006.
Filed with the Secretary of State on March 30, 2006 with an
effective date of March 30. 2006.
11. (OSHPD 01/04) Amend Arficle I for nonconforming
hospital buildings. Filed with Secretary of State on May 23,
2006. and effective on the 30th day afler filing with the Secre-
tary of State.
12. (OSHPD EF 01/05) Amend Title 24, Pan I, Chapter 6,
Article 1 1 and Table I I.I. The language for the permanent rule
will remain effective and unchanged from the
readoption/approval of Emergency Finding (OSHPD EF
01/05) Supplement dated May 30. 2006. Approved as perma-
nent by the California Building Standards Commission on July
27. 2006 and filed with the Secretary ofState on July 28, 2006.
13. (OSHPD EF 01/07) Amend Title 24, Pan I. Chapter 6,
Article I , Article 2, Article 4, Article 6, Article 1 1 , Table 1 1 . 1 .
Approved by the California Building Standards Commission
on July 19,2007. Filed with Secretary of State July 20, 2007,
effective July 20, 2007.
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CHAPTER 7
SAFETY STANDARDS FOR HEALTH FACILITIES
ARTICLE 1
GENERAL
7-101- Scope. The regulations in this part shall apply to the
administrative procedures necessary to implement the Alfred
E. Alqiiist Actof 19S3 and to comply with Slate Building Stan-
dards Law.
Section 129680, Health and Safety Code, authorizes the
OSHPD to enforce and amend the Calijbnua Birilding Slun-
dards Code for the safety of hospitals, skilled nursing facilities
and intermediate care facilities.
Unless otherwise staled, all references to sections of statute
are sections found in the Health and Safety Code.
Auchority: lleadh and Safely Code Scclions 127015 and 129S50.
Reference: Henllh and Safely Code Sections 129675-129998.
HISTORY:
\. (OSIIPD 2/^5]Regularorder by the Ollke of Slalewide Health Plan-
ning and Development 1o amend Section 7-101. Filed witli the secre-
tary of stale on Augu^il M. 1996. become? eflective September IM,
1996. Approved by the California Building Standard? Commission on
March 19. 1996.
7-103- Jurisdiction. The following are within the jurisdiction
of Office of Statewide Health Planning and Development:
(a) For development of regulations in the Callfonuti Build-
ing Sfundurds Code and enforcement thereof
1. Hospital buildings as defined by Section 129725,
Health and Safety Code. Correctional Treatment Cen-
ters shall certify to the OfTice in compliance with Sec-
tion 7-156.
2. Skilled nursing facilities as specified in paragraphs (2)
and (3) of subdivision (b) of Section 129725, Health
and Safety Code.
3. Intermediate care facilities as specified in paragraphs
(2) and (3) ofsubdivision(b)ofSection 129725, Health
and Safety Code.
(b) For development of regulations in the Cttliforula Buihl-
iiig Slundurds Codt'.
1. Clinics,asdefinedbySectionl200and 129725 (b)(1),
Health and Safety Code, are under the jurisdiction of
the local building official for enforcement, except as
other\^'ise specified in Article 21, Section 7-2104 {d)of
this chapter.
Exception: When licensed under an acute care hospi-
tal and serving more than 25 percent inpatients pursu-
ant toSections 129725 (b)(l )and 129730.Healthand
Safety Code, the Office shall retain jurisdiction for
enforcement.
2. Correctional Treatment Centers, as defined by Secfion
129725 (b) 6, 7 (A) or 7 (B). Health and Safety Code,
operated by or to be operated by a law enforcement
agency of a city, county or a city and county are under
the jurisdiction of the local enforcing agency for
enforcement.
Correctional Treatment Centers shall certify to the
Office in compliance with Section 7-156.
{c)Forhospital buildings, skilled nursing facilities and inter-
mediate care facilities, the Office shall also enforce the regula-
tions of the Calijoruia BirHdi/ig Stundnrds Code as adopted by
the Office of the State Fire Marshal and the Division of the
State Architect/Access Compliance Section, for fire and life
safety and accessibility compliance for persons with disabili-
ties, respectively.
Correctional Treatment Centers shall certify to the Office in
compliance with Section 7-156.
Aurhority: Health and Safety Code Sections 127015 and 139S50.
Reference: Health and Safety Code Sections 1 29675- 12999S.
HISTORY:
\. 10SIIPD 2.95) Regtilarorder by the OfUce of Statewide Health Plan-
ning and Development to amend Section 7-103. Filed vvidi the secre-
tary of stale on August 14, 1996. becomes effective September 13.
1996. Approved b> (he California Building Standards Commission on
March 19, 1996.
2. {OSIIPD 2/96) 1996 Annual Code Adoption Cyc[e will amend Section
7-103, of Part l.Tide 24, C.C.R. Filed with the secretary of stale on
March 4. 1997^ effective April 3, 1997. Approved by the CaliforDia
Building Standards Commit^sion on February 6, 1997,
7-105, Authority, (Deleted)
H [STORY:
\. (OSHPD 2/95]Regularorder by the Office of Statewide Health Plan-
ning and Development to delete Section 7-105. Filed with the secretary
of Silate on August 14, 1996, becomes^ effective September 13, 1996.
Approved by Ihe California Building Standards Commission on March
19. 1996.
7-107, Interpretation. No regulation shall be construed to
deprive the OfTice of its right to exercise the powers conferred
upon it by law. or to limit the Office in such enforcement as is
necessary to secure safety of construction, as required by Divi-
sion 107. Chapter 7 (commencing with Section 129675).
Health and Safety Code.
Aulhority: Health and Safety Code Sections 127015 and 129S50.
Reference: flealth and Safety Code Sections 129675-12999S,
7-109. Applicalion of regulations.
{a) Except as otherwise provided, these regulations and all
applicable parts of the Califonua Buikling Stamknds Code
shall be the basis for design, plan review and observation of
constructionof hospital buildings, skilled nursing facilities and
intermediate care facilities.
{b) Deleted.
(c) Additions, structural repairs or alterations to existing
health facilities shall be made in accordance with the provi-
sions of Part 2. Title 24, California Code of Regulations, Cali-
Jbrnia Building Standards Code.
{d) Before any health facility not previously licensed under
Section 1 250 ofthe Health and Safety Code can be licensed and
used as a health facility, the applicant shall provide substantiat-
ing documentation from a structural engineer that the building
is in full conformance with the requirements ofthe California
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SAFETY STANDARDS FOR HEALTH FACILITIES
Building Standards Cods for new buildings; if not, the building
shall be reconstructed to conform to the requirements of the
Cdlijbrnla Building Slumlurds Code.
(e) Routine maintenance and repairs shall not require prior
approval by the Office but shall be performed in compliance
with the applicable provisions of the Cufi/brnin Building Stan-
dards Ci}de.
Aulhorily: Heallli and Safely Code Seclions L270L5 and 129S50.
Reftrcncc: ficalth and Safely Code Sections 1 29675- 12999B.
HISTORY:
\. (OSHPD 2/95]Regularorder by the OlUce of Slalewide Health Plan-
ning and Development lo amend Seclion 7-109. Filed will] the secre-
tary of stale on Augu^il [A. 1996. beconie? efl"ect[ve September 13,
1996. Approved by ihe Calirornia Building Slandards Commission on
March 19, 1996.
ARTICLE 2
DEFINITIONS
Unless otherwise stated, the words and phrases defined in this
article shall have the meaning stated therein throughout Chap-
ter 7, Part I, Title 24.
7-llL Definitions.
ADDITION means any work which increases the floor or roof
>area or the volume of enclosed space of an existing building.
ALTERATION means any change in an existing building
which does not increase and may decrease the floor or roof area
or the volume of enclosed space.
APPROVED PLANS AND SPECIFICATIONS means all
plans, specifications, addenda, change orders and deferred
approvals which have the written approval of the Office. The
stamp of the OfTice shall not be construed to mean the written
approval of plans required by Section 7-1 13.
ARCHITECT means a person who is certified and holds a
valid license under Chapter 3 (commencing with Section
5500), Division 3, the Business and Professions Code.
ASSIGNMENT means the project scope of services, expected
results, completion time and the monetary limitation for the
services.
ASSOCIATED STRUCTURAL ALTERATIONS means
any change affecting existing structural elements or requiring
new structural elements for vertical or lateral support of an oth-
erwise nonstructural alteration.
CANDIDATE means an applicant who is accepted by the
Office as eligible to participate in a flospital Inspector Certifi-
cation Examination pursuant to the qualification criteria
described in these regulations.
CIVIL ENGINEER means an engineer holding a valid
license under Chapter 7 (commencing with Section 6700),
Division 3. the Business and Professions Code.
CONSTRUCTION means any construction, reconstruction
or alteration of. or addition or repair to any health facility.
DEFERRED APPROVALS means those portions of the con-
struction that cannot be fully detailed on the approved plans
because of variations in product design and manufacture.
DIRECTOR means the Director of the Office of Statewide
Health Planning and Development or the Director's designee
authorized to act in his or her behalf
ENGINEERING GEOLOGIST means a person who is val-
idly certified under Chapter 12.5 (commencing with Section
7800), Division 3. the Business and Professions Code, in that
branch of engineering which is applicable.
FIRM includes any qualified corporation, legal entity, archi-
tect or engineer.
HEALTH FACILITY as used in this part and all applicable
parts of the Callfonna Building Siuudurds Code means any
health facility licensed pursuant to Section 1250 of the Health
and Safety Code under the jurisdiction of the Office.
(a) Hospital building includes:
1. HOSPITAL BUILDING as used in this part and other
applicable parts of the CaHforifia Building Standards
Code means any building used for a health facility of a
type required to be licensed pursuant to Section 1250 of
the Health and Safety Code.
2. Except as provided in paragraph (7) of subdivision (b),
hospital building includes a correctional treatment cen-
ter, as defined in subdivision (j) of Section 1250, the
construction of which was completed on or afler March
7, 1973.
(b) HOSPITAL BUILDING does not include any of the
following:
1. Any building in which outpatient clinical services of a
health facility licensed pursuant to Secfion 1250 are
provided that is separated from a building in which hos-
pital services are provided. If any one or more outpa-
tient clinical services in the building provide services to
inpatients, the building shall not be included as a "hos-
pital building" if those services provided to inpatients
represent no more than 25 percent of the total outpatient
visits provided at the building. Hospitals shall maintain
on an ongoing basis, data on the patients receiving ser-
vices in these buildings, including the number of
patients seen, categorized by their inpafient or outpa-
tient status. Hospitals shall submit this data annually to
the State Department of Health Services.
2. Any building used, or designed to be used, for a skilled
nursing facility or intermediate care facility, if the
building is of single-story, wood-frame or light steel
frame construction.
3. Any building of single-story, wood-frame or light steel
frame construction in which only skilled nursing or
intermediate care services are provided if the building
is separated from a building housing other patients of
the health facility receiving higher levels of care.
4. Any freestanding structures of a chemical dependency
recovery hospital exempted under the provisions of
subdivision (c) of Section 1275.2.
5. Any building licensed to be used as an intermediate care
facility/developmentally disabled habilitative with six
beds or less and any intennediate care facility/develop-
mentally disabled habilitative of 7 to 15 beds that is a
single-story, wood-frame or light-steel frame building.
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SAFETY STANDARDS FOR HEALTH FACILITIES
6. Any building subject Eo licensure as a correctional treat-
ment center, as defined in subdivision (j) of Section
1250, the construction which was completed prior to
March?. 1973.
7.
A. Any building that meets the definition of a correc-
tional treatment center pursuant to subdivision (j)of
Section 1250, for which the final design documents
were completed or the construction of which was
begun prior to January I, 1994, operated by or to be
operated by the Department of Corrections, the
Department of the Youth Authority, or by a law
enforcement agency of a city, county, or a city and
county.
B. In the case of reconstruction, alteration, or addition
to, the facilities identified in this paragraph, and
paragraph (6) or any other building subject to
licensure as a general acute care hospital, acute psy-
chiatric hospital, correctional treatment center, or
nursing facility, as defined in subdivisions (a), (b),
(j) and (k) of Section 1 250. operated or to be oper-
ated by the Department of Corrections, the Depart-
ment of the Youth Authority, or by a law
enforcement agency of city, a county, or city and
county, only the reconstruction, alteration, or addi-
tion, itself, and not the building as a whole, nor any
other aspect thereof, shall be required to comply
with thischapterorthe regulations adopted pursuant
thereto.
HOSPITAL BUILDING SAFETY BOARD means the
Board which shall advise the Director and. notwithstanding
Health and Safety Code Section 13142.6 and except as pro-
vided in Section 18945, shall act as a board of appeals in all
matters relating to the administration and enforcement of
building standards relating to the design, construction, alter-
ation and seismic safety of hospital building projects submitted
to the Office pursuant to this chapter.
further, notwithstanding Section 13142.6, the Board shall
act as the board of appeals in matters relating to all fire and
panic safety regulations and alternate means of protection
detentiinalions for hospital building projects submitted to the
Office pursuant to this chapter.
The Board shall consist of 16 members appointed by the
Director of the Office. Of the appointive members, two shall be
structural engineers, two shall be architects, one shall be an
engineering geologist, one shall be a geotechnical engineer,
one shall be a mechanical engineer, one shall be an electrical
engineer, one shall be a hospital facilities manager, one shall be
a local building official, one shall be a general contractor, one
shall be a fire and panic safety representative, one shall be a
hospital inspector of record and three shall be members of the
general public.
There shall be six ex officio members of the Board, who
shall be the Director of the Office, the Slate Fire Marshal, the
State Geologist, the E.vecutive Director of the California Build-
ing Standards Commission, the State Director of Health Ser-
vices, and the Deputy Director of the Facilities Development
Division in the Office, or their officially designated representa-
tives,
HOSPITAL INSPECTOR means an individual who has
passed the OSHPD certification examinafion and possesses a
valid Hospital Inspector Certificate (or Construction Inspector
for Health Facilities Certificate) issued by the Office.
HOSPITAL INSPECTOR OF RECORD means an individ
ual who is:
(a) An OSHPD certified Hospital Inspector^ pursuant to the
provisions of these regulations and
(b) Employed by the hospital governing board or authority
and
(c) Approved by the architect and/or engineer in responsible
charge and the Office as being satisfactory to inspect a speci-
fied construction project.
LICENSE means the basic document issued by the Depart-
ment of Health Services permitting the operation of a health
facility under the provisions of Title 22. California Code of
Regulations, Division 5.
LOCAL GOVERNMENT ENTITY means a building
department of a city, city and county, or county,
MINORITY, WOMEN AND DISABLED VETERAN
BUSINESS ENTERPRISE shall have the respective mean-
ings set forth in Section. 10115.1 ofthe Public Contract Code.
NONREQlilRED STRUCTURAL ALTERATION means
any alteration of existing structural elements or provision of
new structural elements which is not necessary for vertical or
lateral support of other work and is initiated by the applicant
primarily for the purpose of increasing the vertical or lateral
load carrying strength or stiffness of an existing building.
NONSTRUCTURAL ALTERATION means any alteration
which neither affects existing structural elements nor requires
new structural elements for vertical or lateral support and
which does not increase the lateral force in any story by more
than five percent.
OFFICE means the Facilities Development Division within
the Office of Statewide Health Planning and Development.
PRIMARY GRAVITY LOAD RESISTING SYSTEM
(PGLRS) means assembly of structural elements in the build-
ing that resists gravity loads, including fioor and roof
beams/girders supporting gravity loads or any other members
designed to support significant gravity loads. Foundations sup-
porting loads from the PGLRS shall he considered part of the
PGLRS.
RECONSTRUCTION means the rebuilding of any "existing
building'' to bring it into full compliance with these regulations
and all applicable parts of the California Building Standards
Code.
SEISMIC FORCE RESISTING SYSTEM (SFRS) means
assembly of structural elements in the building that resists seis-
mic loads, including struts, collectors, chords, diaphragms and
trusses. Foundations supporting loads from the SFRS shall be
considered part of the SFRS.
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SAFETY STANDARDS FOR HEALTH FACILITIES
>
SITE DATA means reports of investigation Into geology,
earthquake ground motion and geotechnical aspects of the site
of a health facility construction project.
SMALLBUSlNESSmeansafirmthatcomplies with the pro-
visions of Government Code Section 14837.
STRUCTURAL ELEMENTS means floor or roof dia-
phragms, decking, joists, slabs, beams or girders; columns;
bearing wails; retaining wails; masonry or concrete nonbearing
walls exceeding one story in height; foundations; shear walls
or other lateral force resisting members; and any other ele-
ments necessary to the vertical and lateral strength or stability
of either the building as a whole or any of its parts including
connections between such elements.
STRUCTURAL ENGLNEER means a person who is validly
certified to use the title structural engineer under Chapter 7
(commencing with Section 6700J. Division 3, the Business and
Professions Code.
STRUCTURAL REPAIRS means any change affecting
existing or requiring new structural elements primarily
intended to correct the effects of deterioration or impending or
actual failure, regardless of cause.
HISTORY:
1.
fOSILPD 2/95) Regiilarorder by Ihe Office DfSlalewide Health Plan-
ning and Developinenllo amend Section 7-1 1 1. Filed vvilhlhcsecrelarv
of slate on August 14. I^'IG, becomes effective Seplember l_^, 1996.
Approved by Ihe California Building Siandards Commission on March
19, 1996.
(OSirPD 1/96) 1996 Annual Code Adoption Cycle will amend Section
7-111, ol Pan 1. Title 24. C.C.R. Filed with the secretary oislale on
March 4. 1997; eiTeclive April 3, 1997 Approved by the California
Building Standards Commission on February 6, 1997,
ARTICLES
APPROVAL OF PLANS AND SPECIFICATIONS
7-113. Application for plan^ report or seismic compliance
extension review.
(a) Except as otherwise provided in this part, before com-
mencing construction or alteration of any health facility, the
governing board or authority thereof shall submit an applica-
tion for plan review to the Office, and shall obtain the written
approval thereof by the Office describing the scope of work
included and any special conditions under which approval is
given.
1. The application shall contain a definite identifying
name for the health facility, the name of the architect or
engineer of record who is in general responsible charge
of the work, the names of the architects or registered
engineers responsible for the preparation of portions of
the work, the estimated cost of the project and all such
other information required for completion of the appli-
cation. Refer to Section 7-131 regarding incremental
design, bidding and construction.
2. Submission of documents to the Office may be in three
consecutive stages:
A. Geotechnical Review: One application for plan
review and. when applicable, three copies of the site
data must be attached.
B. Preliminary Review: One copy of reports or prelimi-
nary plans and outline specifications. Two copies of
preliminary plans and outline specifications must be
submitted if additions, structural alterations or new
buildings are included. Plans/drawings size shall not
exceed 36 x 48 inches, and bundled sets of
plans/drawings shall not exceed 40 lbs in weight.
C. Final Review: One copy of final plans and specifica-
tions or reports. Two copies must be submitted if
additions, structural alterations or new buildings are
included. Plans/drawings size shall not exceed 36 x
4S inches, and bundled sets of plans/drawings shall
not exceed 40 lbs in weight.
(b) Application for seismic compliance extension requires
submission of OSHPD Application Form #OSH-FD-384,
"Application for 2008 Extension/Delay in Compliance." The
submittal must comply with the applicable requirements of
Chapter 6, Article 1 . Section 1 .5.2 "Delay in Compliance."
(c) For every project there shall be an architect or engineer of
record in general responsible charge of reviewing and coordi-
nating all submittals, except as set forth in Section 7-1 15(c).
1 . A project may be divided into parts, provided that each
part is clearly defined by a building or similar distinct
unit. The part, so defined, shall include all portions and
utility systems or facilifies necessary to the complete
functioning of that part. Separate assignments of archi-
tect or engineer of record may be made for the parts.
(d) The assignment of architect or engineer of record, and
the responsibility for the preparation of plans and specifica-
tions and the administration of the work of construction for
portions of the work shall be clearly designated on the applica-
tion for approval of reports or plans and specifications.
Authorltj: Ikallh and Salely Code Seclions 18929 and 139675-130070.
Reference: Hcnilh and Safely Code Section 129^50.
HISTORY:
1. (OSEIPD 2/95]Regularorder by ihcOllkeofSlfllewide Health Plan-
ning and Dcvelopmeni to amend Seclion 7-113. Filed wilh the secre-
tary of stale on Augu^l 14. 1996. become? eflectLve September 13,
1996, Approved by Ihe California Building Standard? Commission on
March T9. 1996.
7-115. Preparation of plans and specifications and reports.
(a) Ail plans and specifications or reports, except as pro-
vided in (c) below shall be prepared under the general responsi-
ble charge of an architect or engineer of record. Prior to
submittal to the office, the architect or engineer of record for a
project shall sign every sheet of the drawings, and the title
sheet, cover .sheet or signature sheet of specifications and
reports. Anoiation may be provided on the drawings indicating
the architect's or engineer's role in preparing and reviewing the
documents. Plans/drawings submitted to the office shall not
exceed the size and weight described in Section 7-1 13 (a)(2).
!, Except as provided in paragraph 2 below, the architect
or engineer of record in general responsible charge of
the work shall be an architect or structural engineer.
2. For the purposes of this section, a mechanical, electrical
or civil engineer may be the engineer of record in gen-
eral responsible charge of alteration or repair projects
that do not affect architectural or structural conditions,
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SAFETY STANDARDS FOR HEALTH FACILITIES
and where the work is predominately of the kind
normally performed by mechanical, electrical or civil
engineers.
3. Preparation of plans and specifications and administra-
tion ofihe work of construction for designated portions
of the work may be performed by other architects
and/or engineers as provided in (b) below. Preparation
of portions of the work by others shall not be construed
as relieving the architect or engineer of record of his
rights, duties and responsibilities under Section 129805
of the Health and Safety Code.
(b) Architects or engineers registered in the appropriate
branch of engineering may be responsible for the preparation
of plans and specifications and administration of the work of
construction as pennitted by their license or registration, and as
provided below. Architects and engineers shall sign and afTLX
their professional stamp to all drawings, specifications or
reports that are prepared under their responsible charge. All
plans shall be signed and stamped prior to issuance of a build-
ing permit.
L The structural plans and specifications or reports shall
be prepared under the responsible charge of a structural
engineer.
2. A mechanical or electrical engineer may prepare plans,
specifications or reports for projects where the work is
predominately of the kind normally prepared by
mechanical or electrical engineers.
3. A civil engineer may prepare plans specifications or
reports for the anchorage and bracing of nonstructural
equipment.
(c) A licensed specially contractor may prepare plans and
specifications and may administer the work of construction for
health facility construction projects, subject to the following
conditions:
1. The work is performed and supervised by the
licensed specialty contractor who prepares the plans
and specifications,
2. The work is not ordinarily within the standard practice
of architecture and engineering,
3. The project is not a component of a project prepared
pursuant to 7-1 15 (a) and (b),
4. The contractor responsible for the design and installa-
tion shall also be the person responsible for the filing of
reports, pursuant to Section 7-151, and
5. The work is limited to one of the following types of pro-
jects:
A. Fire protection systems where none of the fire sprin-
kler system piping exceeds 2 A inches (63.5 mm) in
diameter
B . Low voltage systems not in excess of 9 1 volts. These
systems include, but are not limited to, telephone,
sound, cable television, closed circuit video, nurse
call systems and power limited fire alann systems.
C- Roofing contractor performing reroofing where
minimum Vj inch (6.4 mm) on 12 inch (305 mm)
roof slopes are existing and any roof mounted
equipment needing remounting does not exceed 400
pounds.
D. Insulation and acoustic media not involving the
removal or penetration of fire- rated walls, or ceiling
and roof assemblies.
Aulhonty: lleadh and Safely Code Seclions !K929and l2%75-330070.
Reference: Heallh and Safely Code Section 129850.
HISTORY:
1. (OSIIPD 2/^5) Regularorder by theOllkeof Slalewide Health Plan-
ning and Development to amend Seclion 7-115. Filed wilh the jjccre-
tarv of" stale on Augu^l 14, 1996^ becomes effective September 13,
1996. Approved by the California Building Standards Com mis 5 ion on
March 19. 1996.
7-117, Site data,
(a) The site data reports shall be required for all proposed
construction except:
1 . As provided in Pan 2, Title 24.
2. One-story, wood-frame or light steel frame buildings of
Type (1 or V construction and 4,000 square feet or less
in floor area not located within Earthquake Fault Zones
or Seismic Hazard Zones as shown in the most recently
published maps from the California Geological Survey
(CGS).
3. Nonstructural alterations.
4. Structural repairs for oiher Ihan earthquake damage,
5. Incidental structural additions or alterations.
(h) Three copies of site data reports shall be furnished to the
Office for review and evaluation prior to the submittal of the
project documents for final plan review. Site data reports shall
comply wilh the requirements of these regulations and Part 2,
Title 24. Upon the determination that the investigation of the
site and the reporting of the findings was adequate for the
design of the project, the OfTice will issue a letter stating the site
data reports are acceptable.
Aulhority: Keallh and Safely Code Seclions 1270] 5 and 129S50.
Reference: Health and Safely Code Sections 129675-12999S,
HISTORY:
1. (OSIIPD 2/^5]Regiilarorder by iheOfUceofSlalewide Health Plan-
ning and Developmenllo amend Seclion 7.1 17. Filed wilh the ^ecrelary
of Silate on August 14, 1996, becomes^ effective September 13, ]99(i.
Approved by ihe California Building Slandards Commission on March
19. 1996.
7-12L Preliminary plans and outline specifications.
(a) One copy of the preliminary plans and outline specifica-
tions shall be submitted to the OfTice. Two copies must be sub-
mitted if itdditions. structural alterations or new buildings are
included. If applicable, each of the site data reports listed in
Section 7-117 (a) I shall have been submitted previously. The
preliminary design documents will be reviewed by the Office
forcompliance with Titles 19 and 24, California Code of Regu-
lations. These documents shall provide the following data:
(b) Architectural, structural or other plans shall include:
1 . Plot plan showing roads, fire flow supply and demand
calculations, fire hydrants, courses and distances of
property lines, existing buildings, proposed buildings,
parking areas, sidewalks, topography and any ease-
ments of record.
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SAFETY STANDARDS FOR HEALTH FACILITIES
2. Plans of basement, other floors or levels and roof which
indicate:
A. The function, occupancy or usage of each room, area
or space. Floor plans for addition or alteration pro-
jects shall be accompanied by floor plans of the
existing buildings showing the existing space
usages.
B. The size and location of each fixed equipment item
as follows:
0)Fi>^ed building service equipment which
includes utility systems and machinery neces-
sary for the effective functioning of the building
such as heating, ventilating, air conditioning,
elevators and communications.
(2) Other fixed equipment permanently fastened to
the building or the ground which are required
for the program function of the building.
3. Provisions for meeting the fire and life safety require-
ments in Titles 19 and 24, either on preliminary plans or
in outline specifications. At least the following shall be
indicated:
A. Compartment of the buildings.
B. Door swings and corridor widths.
C. Enclosures of stairwells and elevator shafts.
D. Location of fire alarm components, to include Are
zones,
E. Extent of fire sprinkler coverage.
4. Assembly ratings as specified by the Underwriter's
Laboratories. Inc., or other nationally recognized test-
ing laboratories.
5. Provisions formaking facilities accessible to and usable
by persons with disabilities in conformance with the
CaHfornla Buikdug Slcritdards Code, Title 24, Califor-
nia Code of Regulations.
(c) Mechanical plans shall include:
1 . Single line layouts of major ducts and piping systems.
2. Location and layout of boiler room or space and major
associated equipment and central heating, cooling and
ventilating units.
3. Fire dampers, smoke dampers and other fire safety
items required by Titles 1 9 and 24, California Code of
Regulations.
4. Riser diagrams for multistory construction.
(d) Electrical plans shall include:
L Plans showing space assignment.
2. Sizes and outline of fixed equipment, such as trans-
formers, main switch gear, switch boards and generator
sets.
3. Simple riser diagrams for multistory construction
showing arrangements of feeders and branch circuit
panels.
4. Simplified single-line diagram(s).
5. Fire detector locations, exit and emergency fights and
fire alarms systems required in Titles 19 and 24, Cali-
fornia Code of Regulations.
(e) Outline specifications shall include:
L A general description of the construction, including
interior finishes, types and location of acoustical mate-
rial and special fioor coverings.
2. Adescriptionoftheplumbing, air conditioning, heating
and ventilation systems, including controls, ducts and
piping for all areas.
3. A general description of electrical services including
voltage, number and location of feeders whether over-
head or underground. A specific description of items to
be served by emergency power and description of
design considerations for special areas, such as anes-
thetizing locations and critical care areas.
4. All fire and life safety items shown on the preliminary
plans. These items shall include the flame spread rating
of all applicable materials and finishes and a descrip-
tion of mechanical and electrical devices required for
the intended occupancy of the building.
(f) Acceptance of preliminary plans and outline specifica-
tions.
Upon completion of the review of the preliminary plans and
outline specifications, the Office will return a marked-up set of
the plans and specifications or a written report to the applicant
indicating any items that need correction or clarification.
Atthe time the final plans and specifications are submitted to
the Office, the marked-up copies of the preliminary plans and
specifications shall accompany the other documents being
filed.
Authority: Health and Safety Code Sections 127015 and 129850.
Reference: Health and Safely Code Sections 1 29675-1 :i999S.
HISTORY:
I. [OSIIPD2/95) Re[iiilar order by ihe Oifice or Statewide Health Plan-
ning and Development to amend Section 7-121. Filed with the sccre-
iar\' of sitale on Augusi 14, \996. becomes eflecllve September 13,
1996. Approved by iheCalilornia Building Standards Commission on
March 19. 1996.
7-125. Final review of plans and specifications.
(a) One copy of the final plans and specifications and site
dala reporls shall be submiUed lo the Office.
L Two copies must be submitted if additions, structural
alterations or new buildings are included.
2. The plans and specifications shall include: architec-
tural, mechanical, electrical, structural seismic
restraint, and fire and life safety details.
(b) Plans and specifications are to be completely and thor-
oughly checked by the responsible architect or engineer before
submission to the Office. Plans and specifications which are
incomplete or incorrect will be returned to the applicant.
L Where a portion of the construction cannot be fully
detailed on the approved plans because of variations in
product design and manufacture, the approval of the
plans for such portion may be deferred until the mate-
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SAFETY STANDARDS FOR HEALTH FACILITIES
rial suppliers are selected provided the following condi-
tions are met:
A. The plans clearly indicate that a deferred approval
by the Office is required for the indicated portions of
the work prior Co fabrication and installation.
B. The plans and specifications fully describe the per-
fonnance and loading criteria for such work.
C. The deferred approval submittals are made in con-
formance with Section 7-153.
Exception: Seismic Force Resisting System (SFRS), Pri-
mary Gravity Load Resisting System (PGLRS) and stairs
shall not de deferred.
2. Due to the difficulty of anticipating every unsatisfac-
tory condition that might exist in connection with the
existing work where alteration or reconstruction work
is proposed, the following clause or one of similar
meaning shall be included in all specifications to which
the Office gives approval in connection with either
reconstruction or alteration work: ''The intent of the
plans and specifications is to reconstruct the hospital
building in accordance with the Ciilifbnn'n Building
Staiuianls Ct)tk\ Titles 19 and 24. California Code of
Regulations. Should any conditions develop not cov-
ered by the approved plans and specifications wherein
the finished work will not comply with Title 24, Cali-
fornia Code of Regulations, a change order detailing
and specifying the required work shall be submitted to
and approved by the Office before proceeding with the
work,"
(c) Final plans and specifications, and site data reports,
except those items specified in Section 7-117 (a), shall be sub-
mitted to the Office forreview and shall include the following:
L Site data reports as previously accepted by the Office
pursuant to Section 7-117 shall be included with the
plans and specifications.
2. Architectural plans shall include, where apphcable;
A. Plot plan,
B. Floor plans.
C. Reflected ceiling plans.
D. Roof plans.
E. Elevations and sections.
F. Necessary details.
G. Schedule of finishes, doors and windows,
H. Exit system.
I. Fire and smoke wall locations.
J. Occupancy separations and indicate different occu-
pancies.
K. Location and identifying data on major items of
movable equipment and fixed hospital equipment;
e.g.. autoclaves, sterilizers, kitchen equipment, lab-
oratory equipment, X-ray equipment, cabinets and
storage racks.
L. Anchorage of all equipment items shall be detailed.
Exceptions:
1. Equipment weighing less than 400 pounds
supported directly on the floor or roof
2. Furniture.
3. Temporary or movable equipment.
4. Equipment weighing less than 20 pounds
supported by vibration isolators.
5. Equipment weighing less than 20 pounds
suspended from a roof or floor or hung from
a walL
M. Fire extinguishers.
3. Structural plans shall include, where applicable:
A. Plans of foundations, floors, roofs and any interme-
diate levels showing a complete design with sizes,
secfions and relative location of the various mem-
bers and a schedule of beams, girders and columns.
Assumed soil bearing pressures and type of material
shall be shown on foundation plans.
B. Details of all connections, assemblies and expan-
sion joints.
C. Details of structural framing systems necessary for
support and seismic bracing of major nonstructural
elements and items of major fixed building equip-
ment and hospital equipment.
Exceptions:
i. Equipment weighing less than 400 pounds
supported directly on the floor or roof,
2. Furniture.
3. Temporary or movable equipment.
4. Equipment weighing less than 20 pounds
supported by vibration isolators.
5. Equipment weighing less than 20 pounds
suspended from aroof or floor or hung from
a wall.
D. Structural plans shall be accompanied by computa-
tions, stress diagrams and other pertinent data and
shall be complete to the extent that calculations
for individual structural members can be readily
interpreted.
The computations shall be prefaced by a state-
ment clearly and concisely outlining the basis for the
structural design and indicating the manner in which
the proposed hospital building will resist vertical
loads and horizontal forces. The computations shall
be sufficiently complete to establish definitely thai
the structure will resist the loads and forces pre-
scribed by these rules and regulations. Assumed
safe bearing pressures on soils and ultimate
strengths of concrete shall be given in computations
and noted on plans. Where unusual conditions
occur, such additional data as are pertinent to the
work shall be submitted.
4. Mechanical plans shall include, where applicable:
A. Radiatorsand steam-heated equipment, such as ster-
ilizers, autoclaves, warmers and steam tables.
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SAFETY STANDARDS FOR HEALTH FACILITIES
B. Heating and steam mains, including branches with
pipe sizes.
C. Pumps, tanks, boiler breaching and piping, and
boiler room accessories.
D. Air conditioning systems with refrigeration equip-
ment, water and refrigerant piping, and ducts.
E. Exhaust and supply ventilating systems showing
duct sizes with steam or water connections and pip-
ing.
F. Size and elevation of street sewer, house sewer,
house drains, street water main and water service
into the building.
G Location and size of soil, waste and vent stacks with
connections to house drains, fixtures and equip-
ment.
H. Size and location of hot. cold and circulation water
mains, branches and risers from the service
entrance, and tanks.
I. Riser diagram or other acceptable method to show
all plumbing stacks with vents, water risers and fix-
ture connections for multistory buildings.
J. Medical gas and special connections.
K. Fire extinguishing equipment such as fixed extin-
guishing systems, sprinklers, and wet and dry
standpipes.
L. Plumbing fixtures and fixtures which require water
and drain connections.
M. Anchorage of all equipment shall he detailed.
Exceptions:
1. Equipment weighing less than 400 pounds
supported directly on the floor or roof
2. Furniture.
3. Temporary or movable equipment.
4. Equipment weighing less than 20 pounds
supported by vibration isolators.
5. Equipment weighing less than 20 pounds
suspended from a roof or floor or hung from
a wall.
5. Electrical plans shall include, where applicable:
A. Electrical service entrance equipment.
B. Transformers and their connections Jf located in the
building or on the site.
C. Main switchboard, distribution panels, lighting and
appliance panels, motor control centers and associ-
ated equipment.
D. Feeder size including conductors, conduit and over
current protection.
E. Lighting and appliance outlets, receptacles,
switches and circuitry.
F. Telephone layout.
G. Nurses' call system.
H. Fire alarm systems.
L Emergency electrical system, when required.
J. Switchboard and panel schedules with tabulated
loads.
K. Single-line diagram(s).
L. Anchorage of all equipment shall be detailed.
Exceptions:
1. Equipment weighing less than 400 pounds
supported directly on the floor or roof
2. Furniture.
3. Temporary or movable equipment.
4. Equipment weighing less than 20 pounds
supported by vibration isolators.
5. Equipment weighing less than 20 pounds
suspended from aroof or floor or hung from
a wall.
6. Architectural, structural, mechanical and electrical
specifications which fully describe, except where fully
indicated and described on the plans, the materials,
workmanship and the kind, sizes, capacities, finishes
and other characteristics of all materials, products, arti-
cles and devices.
7. Additions to or alterations and repairs of existing struc-
tures which include:
A. Types of activities within the existing buildings,
including distribution.
B. Type of construction of existing buildings and num-
ber of stories.
C\ Plans and details showing attachment of new con-
struction to existing structural, mechanical and elec-
trical systems.
8. A title block or strip on each sheet of the construction
document plans shall include the following:
A. Name and address of the architect or engineer.
B. Name and address of the projecL
C. Number or letter of each sheet.
D. Date of preparation of each sheet and the date of
revision, if any.
E. The scale of each plan or detail.
9. The north point of reference and the location or refer-
ence dimensions of the building, with respect to the site
boundaries and property lines, shown on all plot plans
and on all floor plans where applicable.
(d) After the Office has made its check of the submitted doc-
uments, the marked-up set of plans and specifications will be
returned to the architect or engineer. A set of prints from cor-
rected plans and specifications shall be filed for recheck when
the original check indicates that extensive changes are neces-
sary. Where necessary corrections are of minor nature, cor-
rected original plans and specifications may be filed for
recheck. Changes in plans and specifications, other than
changes necessary for correction, made after submission for
approval, shall be brought to the attention of the Office in writ-
ing or by submission ofrevised plans and specifications idenli-
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SAFETY STANDARDS FOR HEALTH FACILITIES
fying those changes. Failure to give such notice voids any
subsequent approval given to the plans and specifications.
The Office places its stamp on the original reproducible
plans and the master cover sheet of the specifications when
they have been corrected to comply with these regulations.
This stamp is affixed for identification only and must not be
construed as "written approval of plans'^ required in Section
129810 of the Health and Safety Code.
The prints, specifications, compulations and other data filed
with the application are the property of, and are retained by, the
Office.
(e) The architect or engineer shall submit to the Office a set
of plans and specifications bearing the identification stamp of
the Office. Upon receipt of this set, the Office shall provide
written approval of the plans and specifications.
Any changes made to the approved plans or specifications
shall hemade in accordance with Section 7-153. Any change,
(TEXT CONTINUES ON PAGE 117)
2007 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE
JANUARY 1, 2008 SUPPLEMENT
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SAFETY STANDARDS FOR HEALTH FACILITIES
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JANUARY 1, 2008 SUPPLEMENT
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SAFETY STANDARDS FOR HEALTH FACILITIES
erasure, alteration ormodification not made in accordance with
Section 7-153 of any plan or specification bearing the iden-
tification stamp of the Office shall void the approval of the
application.
Aurhorlty: lleaUh and Salely Code Seclions 127015 and 12flS50.
Reftrtncc: Health and Safely Code Sections 129675-12999S.
HISTORY:
\. {OSLLPD 2/95) Regular order by Ihe Ottke of Slalewide Health Plan-
ning and Development lo amend Section 7-125. Filed will] ihe sccre-
lary o I" stale on Augusi 14. 1996. becomes efTeclive September 13.
]^^6. Approved by Ihe California Building Standards CommisEionon
March 19, 1996.
2. (OSEiPD 7/96) 1 996 Annual Code Adoption Cycle will amendSection
7-125, of Part l.Tide 24, C.C.R. Filed wilh Ihe secretary of stale on
March 4. 1997; effeclive April 3. 1997 Approved b> the California
Building Standards Commission on February 6. 1997.
7-129. Time limitations for approval.
(a) Final plans and specifications shall be submitted to the
OfTice within one yearof the date of the Office's report on pre-
Uminary plans and outline specifications or the application
shall become void unless an extension has been requested and
approved.
(b) The procedures leading to obtaining written approval of
final plans and specifications shall be carried to conclusion
without suspen.sion or unnecessary delay. The application shall
become void when either (1 ) prints from corrected plan.s or cor-
rected original plans are not filed forrecheck within six months
after the date of return ofchecked plans to ihe architect or engi-
neer or (2) a set of prints of the stamped plans and specifica-
tions are not submitted to the Office within six months after the
date shown on the stamp by the Office.
(c) Construction, in accordance with the approved plans and
specifications, shall commence within one year after obtaining
the written approval of plans and specifications, or this
approval shall become void. The OfTice may require that the
plans and specification be revised to meet current regulations
before reinstating a voided approval.
(d) If the work of construction is suspended or abandoned
forany rea.son for a period ofone year following its commence-
ment, the Office's approval shall become void. The Office may
reinstate the approval as described in Section 7-129 (c) above.
AurhoHly: lleallh and Safely Code Seclions 127015 and 129S50.
Reference: Heallh and Safely Code Sections 129675-129998.
HISTORY:
I. [OSIIPD 2/95)Regiilarorder by the OfUce of Stalewide Health Plan-
ning and Development lo amend Seclion 7-129. Filed wilh Ihe secre-
tary of stale on AugusI 14, 1996^ becomes eflective September 13,
1 996. Approved by ihe California Building Standards Commission on
March 19. 1996.
7-131. Incremental design* bidding and construction.
(a) Incremental design, bidding and construction or
"fast-tracking"" isa process by which construction of a building
is commenced prior to completion of the contract documents
for the total project. The OfTice will approve this process con-
tingent upon receipt of application for approval of plans and
specifications.
(b) Applicants wishing lo employ the incremental process
shall notify the Office no later than the dale of submission of
the application cited (a) above. Increments shall be limited to
complete phases of construction, such as foundations and base-
ment walls, structural framing, architectural work, mechanical
work or electrical work. The following supplementary infor-
mation shall accompany the application:
1 . Transmittal letter requesting the use of the incremental
or fast-track procedure.
2. The site data reports required in Sections 7-1 17 and
7-125 (c).
3. A chart showing the proposed coordination of the
design, bidding and construction schedules, including
slate and local plan review time and the estimated date
of occupancy of the project.
4. The preliminary plans and outline specifications
required in Section 7-121.
(c) The plans of each construction increment shall be suffi-
ciently definitive of the architectural, structural, mechanical
and electrical elements, and the loadings thus summarized, to
provide identification of the sources of dead, live and lateral
loads for the purposes of review of design. Changes to the work
done under previously approved increments shall be required
if. upon submission of plans of subsequent increments, the
summarized loadings are found to be incorrect or connection
details are found to be incompatible.
(d) The plans of each construction increment shall clearly
identify the scope of the work to be included in that particular
increment. All plans are to be complete and thoroughly
checked by the project architect or engineers as to design,
detailing, dimensions and coordination with other increments
before submission to the OfTice. The Office will return incom-
plete documents without review and request that the docu-
ments be completed and resubmitted.
(e) Time intervals between construction increments shall not
be permitted unless specific, written approval is granted by the
Office.
(f) Seventy percent of the fee. based upon the estimated con-
struction cost of the entire facility, as calculated in accordance
with Section 7-133, shall bepaid to the Office upon the submis-
sion of the plans of the first construction increment. The final
fee shall be based upon the detennination of the final actual
construction cost.
(g) After the OfTice has made its check of the submitted doc-
uments and the applicant has corrected the originals accord-
ingly, the stampof the Office of Statewide Health Planning and
Development shall be placed on the original reproducible plans
and the master cover sheet of the specifications. The stamp
shall indicate the increment being approved. This incremental
approval stamp is affixed for identification only and is not the
written approval of plans cited in Section 7-125 (d). An Office
approval letter shall be issued for each increment which clearly
identifies the scope of work involved in the increment being
approved. The letter for the final increment shall indicate
approval of the entire project.
(h) Verified compliancereports shall be submitted in confor-
mance wilh Section 7-151; addenda and change orders, as per
Section 7-153 for each increment. Where all increments are
being constructed under a single general contract or under a
designated agent responsible for the consiruclion of the entire
project, the verified reports may cover the work of more than
one increment.
2007 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE
117
SAFETY STANDARDS FOR HEALTH FACILITIES
(i) Approval of construction will be issued for each incre-
ment being constructed under £i separate contract. Where all
increments are being constructed under a single general con-
tract or where an owner's agent is responsible for the construc-
tion of the entire project, final approval of the construction will
be issued upon completion of the entire project.
Aulhority: lleadh and Safaty Code Seclions 127015 and 129S50.
Reftrtncc: Health and Safety Code Sections 1 29675- 12999S.
HISTORY:
\. {OSIIPD 2/95) Ri^gtilarorder by the Office of Statewide Health Plan-
ning and Deveiopraenl to amend Section 7-131. Filed vvidi the secre-
lary o I" stale on August 14, l')')6. becomes efTeclive September 12.
1996. Approved b> the Callforniji Building Standards Commission on
March 19, 1996.
7-133. Fees.
(a) The fee for plan review and field observation shall be
based on the estimated cost of construction as specified below.
If the actual construction cost for a hospital or skilled nursing
facility project exceeds the estimated construction cost by
more than five percent (5%). a further fee shall be paid to the
Office, based on the applicable schedule specified in (a)(1) or
(2) and computed on the amount by which the actual cost
exceeds the estimated cost.
1. The fee for hospital buildings is 1.64 percent of the esti-
mated construction cost;
A. The Office shall charge actual costs for review and
approval of seismic evaluations and compliance
plans prepared pursuant to Article 8, Chapter 1 , Part
7, Division 107, (commencing with Section
130000) of the Health and Safety Code. Total cost
paid for these review services shall be
nonrefundable and shall be deducted from the fee
for a future project involving seismic retrofit or new
construction pursuant to the hospital building com-
pliance plan approved by the Office.
2. The fee for skilled nursing and intermediate care facili-
ties, as defined in Subdivision (c), (d), (e)or(g) of Sec-
tion 1250, Health and Safety Code, is L5 percent of the
estimated construction cost;
3. The minimum filing fee shall be S250.00. This filing fee
is nonrefundable and shall be applied toward the total
fee for plan review and field observation.
(b) The fee for submitting an amended seismic evaluation
report or compliance plan is S250. The fee for review and
approval of the amended report or compliance plan shall be
subject to Section 7-133 {a) I A above.
(c) The fee for submitting an application for extension to
seismic compliance is S250.
Aulhority: Health and Safety Code Sections 1S929 and 129675-130070
Rcfercnec: Heallh and Safely Code Section 1297R5.
H [STORY:
1. [OSIIPD 2,95)Regularorder by the Ollke of Statewide Health Plan-
D\ag and Developmenl 1o amend Section 7-133. Filed witli the secre-
tary of stale on August 14, 1996^ becomes eflectlve September 13,
1996. Approved by the Colifornia Building Standards Commission on
March 19. 1996.
7-134- Fee refund
(a) Upon written request from the applicant, a fee refund
may be issued purauant to this section.
L The written refund request must be submitted to the
OfTice within:
a. One year of the date that a project is closed.
b. One year of the date the project is withdrawn by the
applicant, or
c. One year of the date when an application may
become void, based on the requirements of Section
7-129. Time Limitations for Approval.
2. No refund shall be issued before the date the project is
closed or withdrawn or the application is voided.
3. If delinquent fees are owed to the Office for any health
facility construction project at the subject facility, no
refund shall be issued until the delinquent fees are paid.
4. Refunds, pursuant to Section 7-134, shall be exclusive
ofthe £250 filing fee.
5. Refunds shall be calculated pursuant to Sections 7-134
(b)or{c).
(b) Refunds for projects that arc completed. If the esti-
mated construction cost of a project exceeds the actual con-
struction cost by more than five percent (5%). the excess
portion ofthe fees paid pursuant to Section 7-133 {a) (t ) or (2)
shall be refunded to the applicant health facility. The refund
amount shall be computed based on the amount by which the
estimated cost exceeds the actual construction cost.
Exception: The Oflice will not issue a refund if the appli-
cant did not complete construction of at least 75% ofthe
square footage included in the original approved plans and
specifications for the project, or if the applicant reduces the
scope ofthe project shown on the original approved plans
by more than 25%.
(c) Refunds for projects that arc withdrawn or
eaneelled.A portion ofthe fees paid to ihe Office, pursuant to
Section 7-133. may be refunded to the applicant under the fol-
lowing specified circumstances:
1. Ifthe applicant withdraws a project prior to commence-
ment of plan review, the total fee, exclusive ofthe S250
filing fee. shall be refunded to the applicant.
2. Ifthe applicant withdraws a project after commence-
ment of plan review and prior to commencement of
construction. 30% ofthe fee submitted for that project
shall be refunded to the applicant.
3. Ifthe applicant cancels a project after commencement
of construction, the Office shall not issue a refund.
4. If a project submitted under an annual permit is with-
drawn by the applicant, the S250 filing fee shall not be
refunded by the Office.
5. If fees are paid for a project that is determined by the
Office to be exempt from the plan review process or
otherwise not reviewable under the OfTtce's jurisdic-
tion, the total fee, exclusive ofthe S250 filing fee, shall
be refunded to the applicant.
(d) Ifthe applicant is able to demonstrate extraordinary cir-
cumstances, the Director of the Office may authorize reflinds in
addition lo those specified above.
Aulhority: Health and Safety Code Sections 1S929 and 129675-130070.
Reference: Healtli and Safety Code Section 1297S5.
na
2007 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE
SAFETY STANDARDS FOR HEALTH FACILITIES
ARTICLE 4
CONSTRUCTION
7-13?. Time of beginning construction.
(a) Construction shall not commence until the he:i[th facility
has applied for and obtained from the Office:
1 . Written approval of the plans and specifications.
2. A building permit.
3. Written approval of the testing, inspection and observa-
tion program.
Note: See Infection Control Program provisions of
Title 22, Section 70739(b).
Aulhority: lleadh and Safely Code Seclions 127015 and 129S50.
Reftrtncc: Health and Safely Code Sections 129675- L2999S.
HISTORY:
1. iOSLLPD 2/95) Regularorder by Ihe Office of Statewide lleallh Plan-
ning and Development lo amend Section 7-135. Filed will] ihe secre-
tary of stale on Augu^il lA. 1996. become? eflective September 13,
1 996. Approved by ihe California Building Standard? Commission on
March 19. 1996.
7-137- Notice of start of construction.
(a) As soon as a contract has been awarded, the governing
board or aiiihoriiy of the health facility shall provide to the
Office, on a form provided by the Office, the following;
1 . Name and address of the contractor
2. Contract price.
3. Date on which contract was awarded,
4. Date of construction start.
Aulbority: Health and Safely Code Sections 127015. l297S5and 129850: and
Goverameni Code. Section 1 L152.
Reference: Health and Safely Code Section 1297S5.
HtSTORV:
I. (OSHPD 2/95]Regularorder by the OfUce of Statewide Health Plan-
ning and Development lo amend Section 7-137. Filed with the jjccre-
tarv of stale on Augu^il 14. 1996. become? eflective September 13,
1996. Approved by (he California Building Standard? Commission on
March 19. 1996.
7-139. Notice of suspension of construction.
(a) When construction is suspended for more than two
weeks, the governing board or authority of the hospital shall
notify the Office in writing.
(b) If the work of construction is suspended or abandoned
for any reason for a period of one year following its commence-
ment, the Officers approval shall become void. The Office may
reinstate the approval as described in Section 7-129 (c).
Aulhority: llea[Eh and Safely Code Seclions 127015 and 129S50
Reference: Health and Safety Code Sections 1 29675- 12999S.
HtSTORY:
I. [OSIIPD 2/95)Regiilarorder by the Ollke of Slalewide Health Plan-
ning and Development lo amend Section 7-139. Filed with the secre-
tary of stale on Augu^il 14. 1996. become? eflective September 13,
1996. Approved by ihe California Building Standard? Commission on
March 19. 1996.
7-141. AdministratioD of constructioD.
(a) The administration of the work of construction shall be
under the general responsible charge of an architect or struc-
tural engineer. Where neither structural nor architectural ele-
ments are substantially involved, a mechanical or electrical
engineer registered in the branch of engineering most applica-
ble to the project may be in responsible charge of the
administration of the work of construction.
(b) All architects and engineers to whom responsibility has
been delegated for preparation of plans and specifications as
listed on the application shall observe the work of construction
for their portion of the project. They shall consult with the per-
son in general responsible charge in the interpretation of the
approved plans and specifications, the preparation of addenda,
change orders and deferred approvals, and the selection of
inspectors and testing laboratories. By manual signatures they
shall indicate their responsibility for and approval of change
orders and deferred approvals which affect their portion of the
project.
(c) The architect or engineer having general or delegated
responsibility may name one or more persons to act as alter-
nate(s) for observation of the work of construction provided
such persons are architects or engineers qualified under these
regulations to assume the responsibility assigned.
(d) The architect or engineer of record in general responsible
charge of the work shall prepare a testing, inspection and
observation program which shall be submitted to the OfTice for
approval prior to the issuance of the building pennit.
(e) The testing program shall identify materials and tests lo
be performed on the project. Thefirm(s)and/or individual(s)to
perform each of the required tests shall also be identified. The
testing program shall include, at a minimum, those tests
required by applicable sections of the Ctdifornki Building
Stiinihirii.s Code.
(f) The inspection program shall include a completed appU-
cation for inspector(s) of record for the project. If a project has
more than one inspector of record, the distribution of responsi-
bilities for the work shall be clearly identified for each inspec-
tor of record. The inspection program shall also identify all
special inspections to be performed on the project and the indi-
vidual(s) to perform the inspections. The special inspections
shall include, at a minimum, those special inspections required
by applicable sections of the CaUfoniia Building Standards
Code.
(g) The observation program shall identify each professional
that must, through personal knowledge as defined in Section
7-151, verify that the work is incompliance with the approved
plans and specifications. The contractor or owner/builder and
the inspector(s) of record shall verify that the work is in com-
pliance with the approved plans and specifications in accor-
dance with the requirements for personal knowledge as it
applies to each participant or discipline. The program shall
give specific intervals or project milestones at which such
observation is to occur for each affected participant or disci-
pline. Each required observation shall be documented by a
compliance verification report prepared by each participant or
discipline and submitted to the Office.
(h) The tests, inspection and observation program shall
include samples of test and inspection reports and provide time
limits for the submission of reports.
(i) All completed test, inspection and observation reports
shall be submitted to the Office.
2007 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE
110
SAFETY STANDARDS FOR HEALTH FACILITIES
Aulhority: lleadh and Safely Code Seclions 127015 and 125S50.
Reference: Henllh and Safely Code Sections 1 29675- 12999S,
HISTORY:
]. (OSILPD 2/95) Regularorder by IheOrtke of Statewide Health Plan-
ning and Developmenl Id amend Seclion 7-1 4 L Filed will] Lhe secre-
lary of slate on Augusi 14, l')')6. becomes effeclive September 12.
1996, Approved by lhe California Building Standards Commission on
March 19, 1996.
7*143. Responsibility of the contractor.
(£i) The contractor shall complete the work in accordance
with the approved plans and specifications. The contractor
shall not be relieved of any responsibility by lhe activities of
the architect, engineer, inspector or the Office in the perfor-
mance of their duties.
(b) The contractor shall submit verified compliance reports
to the Office in accordance with Section 7-151.
(c) Where no general contractor is involved, the governing
body or authority of a health facility shall designate an agent
who shall be responsible for the construction of the project in
accordance with the approved contract documents and such
agent shall submit the verified reports to the Office.
AurhoHly: lleallh and Safely Code Seclions 127015 and 12flS50.
Reference: Health and Safety Code Sections 129675-12999S.
H [STORY:
1. (OSILPD 2/95) Regtilarorder by the Office of Slalewide Health Plan-
ning and Development lo amend Seclion 7-143. Filed wilh lhe secre-
tary of stale on August 14. l')')6. becomes effective September 13.
1996. Approved by lhe California Building Standards Commission on
March 19, 1996.
7-144. Inspection.
(a) The hospital governing board or authority shall provide
for competent, adequate and continuous inspection by one or
more inspectors satisfactory to the architect or structural engi-
neer or both, in responsible chargeof the work, or the engineer
in responsible charge of the work and the Office.
(b) When the hospital governing board or authority proposes
more than one inspector for a construction project, a lead
inspector may be identified to coordinate construction inspec-
tion and communication with the Office. If identified, the lead
inspectorshall be certified in a class appropriate to the scope of
the project.
(c) Inspector(s) for a hospital construction project shall be
approved by the Office in accordance with the provisions of
Section 7-212. Ifan inspector on a project is not competently or
adequately performing inspection or has violated a provision
of these regulations, as determined by the Office, the provi-
sions of Sections 7-213 and. if necessary. Section 7-214 shall
be applicable.
Aurhority: lleallh and Safely Code Seclions 18929 and 129675- 130070.
Reference: Health and Safety Code Section 129S25.
HISTORY:
1. (OSILPD 2/95) Regularorder by the Office of Statewide Health Plan-
ning and Development lo amend Seclion 7-144. Filed wilh the secre-
tary of slate on August 14, 1996. becomes elfective September 13.
1996. Approved by the California Building Standards Commission on
March 19, 1996.
2. {OSILPD 1/96] 199(1 Annual Code Adoption Cyc[e will amend Seclion
7-144, of Pari 1. Title 24, C.C.R. Filed wilh the secretary of stale on
March 4. 1997; effective April 3, 1997. Approved by the CaliforDia
Building Standards ComniLssion on February 6, 1997.
1A45. Continuous inspection of the work.
(a) The general duties of the inspector shall be as follows:
1 . The inspector shall have personal knowledge, obtained
by continuous inspection of all parts of the work of con-
struction in all stages of its progress to ensure that the
work is in accordance with the approved plans and
specifications.
2. Continuous inspection means complete inspection of
every part of the work. Work, such as concrete or
masonry work which can be inspected only as it is
placedor assembled, shall require the constant presence
of the inspector Othertypesof work which can be com-
pletely inspected after the work is installed may be car-
ried on while the inspector is not present. In no case
shall the inspector have orassume any duties which will
prevent continuous inspection.
3. The inspector shall work under the direction of the
architect or engineer. All inconsistencies or seeming
errors in the approved plans and specifications shall be
reported promptly to the architect or engineer for inter-
pretation and instructions. In no case, however, shall
the instructions of the architect or engineer be con-
strued to cause work to be done which is not in confor-
mity with the approved plans and specifications.
4. The inspector shall maintain a file of approved plans
and specifications on the job at all fimes including all
reports of tests and inspecfions required by the plans
and specificafions and shall immediately return any
unapproved documents to the architect or engineer for
proper action. The inspector shall also maintain on the
job at all times, all codes and regulations referred lo in
the approved plans and specifications.
5. The inspector shall notify the Office:
A. When the work is started or resumed on the project.
B. At least 48 hours in advance of the time when foun-
dation trenches will be complete, ready for footing
forms.
C. At least 48 hours in advance of the firslpour of con-
crete.
D. When work has been suspended for a period of more
than two weeks.
6. The inspector shall maintain a record of certain phases
of construction procedure as follows:
A. The record shall include the time and date of placing
concrete; time and date of removal of forms and
shoring in each portion of the structure; location of
defective concrete: and time, date and method of
correction of defects.
B. The record shall include identification marks of
welders, lists of defective welds, and manner of cor-
rection of defects and other related events.
C. The record shall include a list of test reports of all
nonconforming materials or defecfive workmanship
and shall indicate the corrective actions taken.
D. When driven piles are used for foundations, the
record shall include the location, length and penetra-
lai
2007 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE
SAFETY STANDARDS FOR HEALTH FACILITIES
tion under the last ten blows for each pile. It shall
also include £i description of the characteristics of
the pile driving equipment.
E. All records of construction procedure shall be
retained on the job until the completion of the work.
See Section 7-155.
(b) The inspector shall notify the contractor, in writing, of
any deviations from the approved plans and specifications or
new construction not in compliance with Ctdifornki Buikling
Standards Codt\ which have not been immediately corrected
by the contractor Copies of such notice shall be forwarded
immediatelytothearchitect. engineer, owner and to the Office.
Auchority: Keallh and Salely Code Seclions 127015 and 139S50.
Rcftrtncc: Health and Safely Code Sections 1 29675- 12999S.
HISTORY:
I. [OSIIPD 2/95]Regularorder by the Olllce of Slalewide Health Plan-
ning and Developmenl to amend Section 7-145. Filed vvidi ihe secre-
tary of stale on Augu^il 14. 1996. become? eflective September 13,
1996. Approved b> (he California Building Standard? CommisEion on
March 19. 1996.
7-147- ObservRtion by the office,
(a) During the construction, of any health facility, the Office
shall make such observation as in its judgment is necessary or
proper for the enforcement of these regulations and all applica-
ble parts of the Ctdlfaniia Budding Standards Cade.
Whenever the OfTice finds a violation of these regulations
and/or applicable parts of the California Building Standards
Code that requires correction, the citation of the violation shall
be issued to the hospital governing board or authority in writ-
ing and shall include a proper reference to the regulation or
statute being violated.
Aulhority: I lea[Eh and Safely Code Seclions 127015. 129S25and 129S50.
Reference: Health and Safely Code Sections 129675-12999S.
HISTORY:
I. [OSHPD 2/95]Regularorder by the Oflke of Slalewide Health Plan-
ning and Development 1o amend Seclion 7-147. Filed wilh the secre-
tary of stale on Augu^l [A. 1996. becomes eflective September 13,
1996. Approved by ihe California Building Standards Commission on
March 19. 1996.
7-149, Tests,
(a) Pursuant to Section 7-141. the architect or engineer in
charge shall establish and administer the testing program.
Where job conditions warrant, Ihe architect or engineer may
waive certain specified tests contingent upon the approval of
the Office. The Office shall be notified as to the disposition of
materials noted on laboratory reports. One copy of all te.si
reports shall be forwarded to the Office by the testing agency.
The reports shall state definitely whether the material tested
complies with the approved contract documents.
(b) The governing board or aulhority of a health facility shall
select a qualified person or testing laboratory as the testing
agency to conduct the tests. The selected person or te.sting labo-
ratory must be approved by ihe architect or engineer. The gov-
erning board or authority shall pay for all tests.
Aulhority: HeaElh and Safety Code Seclions 127015 and I2985D.
Rertrtnce: Flealth and Safety Code Sections 1 29675-1 2999B.
HISTORY:
I. [OSHPD 2/95)Regularorder by the OlUce of Slalewide Health Plan-
ning and Developmenl to amend Seclion 7-149. Filed widi the secre-
tary of stale on August N. 1996. beoomes effective September 13,
1996. Approved b> Ihe California Building Standards Commission on
March 19, 1996.
7-151- Verified compliance reports.
(a) In accordance with Section 7-151 (e), or when required
by the Office, the architect(s). engineers(s). inspector(s) of
record, special inspector(s) and contractor or owner/builder
shall each .siibmil to the Office a verified compliance report,
wilh their original signature and based on their own personal
knowledge, as defmed by this section. The report .shall:
1 . Verify that the work during the period, or a portion of
the work, covered by the report has been performed and
materials used and installed are in accordance with the
approved plans and specifications.
2. Set forth detailed statements of fact as are required by
the Office.
(b) The term "personal knowledge," as used in this section
and as applied to the licensed architect or engineer or both,
means personal knowledge that is obtained by periodic visits to
the project site, of reasonable frequency, for the purpose of
general observation of the work. It also includes knowledge
that is obtained from the reporting of others as to the progress
of the work, testing of materials, and inspection and supervi-
sion ofthe work that is performed between the periodic visits of
the architect or the engineer. Reasonable diligence shall be
exercised in obtaining the facts.
(c) The term ^'personal knowledge,'' as applied to the inspec-
tor, means the actual personal knowledge that is obtained from
the inspector's personal continuous inspection ofthe work of
construction, in all stages of its progress at the site where the
inspector is responsible for inspection. Where work is carried
out away from the site, personal knowledge is obtained from
the reporting of others on the testing or inspection of materials
and workmanship, for compliance wilh plans, specifications or
applicable standards. Reasonable diligence shall be exercised
in obtaining the facts.
(d) The term ''personal knowledge." as applied to the con-
tractor, means Ihe personal knowledge that is obtained from the
construction ofthe building. Reasonable diligence is required
to obtain Ihe facts.
(e) Verified compliance reports shall be submitted to Ihe
OfTice at the intervals or stages of the work as stated in the
approved testing, inspection and observation program. In no
case shall the submittal of verified compliance reports be less
than:
1 . One copy prepared and signed by each required partici-
pant or discipline at the complelion ofthe work.
2. One copy prepared and signed by any participant or dis-
cipline al any time a special verified compliance report
is required by the Office.
( f) The architect or engineer in general responsible charge of
the work shall be responsible for ensuring all required verified
compliance reports are submitted to Ihe Office.
Aulhority: Health and Safety Code St^ctions 127015 and 129850.
Refcrcnct: Health and Safety Code Sections 1 29675- 12999S.
HISTORY:
1. (OSIIPD 2/95)Regiilarorder by theOllkeof Slalewide Health Plan^
ning and Developmenl to amend Seclion 7-15 L Filed widi ihe secre-
tary of stale on August 4, 1995, becomes effective September 13, 1996.
2DD7 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE
121
SAFETY STANDARDS FOR HEALTH FACILITIES
Approved by the California B uilding Standards Commission on
March 19, 1996.
7-152. Supplantation of an architect^ engineer or inspector
of record^ special inspector or contractor.
(a) When supplanting any of the listed individuals, the fol-
lowing shall be submitted to ihe Office:
1. Prior to plan approval
A. Revised application(s) listing the new responsible
individuals).
2. Following plan approval
A. Revised application(s) listing the new responsible
individualls).
B. An initial report, prepared by the supplanting indi-
vidnal(s). based on field observation(s) that Ihe
work performed and materials used and installed to
date are in accordance with the project^s approved
plans and specifications. Any observed issues of
nonconformance shall be listed in the report. The
supplanting individual{s) shall be responsible for
verification of project compliance, pursuant to Sec-
tion 7-1 5 K for the remainder of the project.
C A final verified report from the supplanted individ-
ual(s).
Exception to (C): In the event that the supplanted
individual refuses to, or cannot provide a final ver-
ified report, the owner shall submit a letter to Ihe
Office verifying thai the work performed and
materials used and installed are in accordance with
the project's approved plans and specifications.
The letter shall also list Ihe reason the verified
report could not be obtained.
Aulhority: lleadh and Safely Code Scclions 1270] 5 and 129S50.
Reference: Henllh and Safely Code Sections 1 29675- 12999S,
7-153. Addenda^ change orders and deferred approvals.
(a) Work shall be executed in accordance with the approved
plans and specifications. Changes in Ihe approved plans and
specifications shall be made by addenda or change orders
approved by the Office.
(b) Changes or alterations of the approved plans and specifi-
cations prior to awarding a construction contract, or similar
instrument of agreement for ihe work involved, shall be made
by means of addenda. Addenda shall be signed by the architect
or engineer responsible for ihe preparation of the plans and
specifications and shall be submitted for approval by ihe
Office. Two copies of the approved addenda shall be furnished
to the Office.
(c) Changes or alterations of Ihe approved plans and specifi-
cations after a contract or similar instrument of agreement has
been awarded shall be made by means of change orders.
1. Change orders shall state the reason for the change,
show the related addition lo or deduclion from the cur-
rem coniraci price and shall be accompanied by supple-
mentary plans when necessary.
2. All change orders shall be signed by the applicant and
the architect or engineer generally responsible for Ihe
work of construction and approved by the Office prior
to installation of the work except:
A. Emergency changes to the work relating to Ihe
safety of persons at the construction site may be
made immediately. Such emergency changes shall
be documented by subsequent change orders and
may require modification to comply with these
regulations.
B. To prevent undue delay, changes may be com-
menced following preliminary approval of an
instruction bulletin by the Office. Such changes
shall be confirmed immediately by change order
(d) Submittal documents for deferred submittal items shall
be submitted to the architect or engineer to whom responsibil-
ity has been delegated for preparation of plans and specifica-
tions, as listed on the application, for review prior to submittal
to Ihe Office,
1. The architect or engineer lo whom responsibility has
been delegated for preparation of plans and specifica-
tions, as listed on Ihe application, shall review and for-
ward submittal documents for deferred submittal items
lo the Office with a notation indicating that the deferred
submittal documents have been reviewed and that they
have been found to be in general confonnance with Ihe
design of the project.
2. The deferred submittal items shall not be installed until
their design and submittal documents have been
approved by the Office.
Aulhonty: llealEh and Safely Code Scclions 1270] 5 and 129S50.
Reference: Health and Safely Code Seclions 12967?-12999S.
HISTORY:
1, (OSIIPD 2/95) Regularorder by Ihe Office of Slalewide Health Plan-
ning and Development lo amend Seclion 7-153. Filed will] the j;ecre-
lary of stale on August 14, 1*^*^6. becomes elfective September 13.
1996. Approved by ihe California Building Slandard^ Commission on
March 19, 1996.
2. {OSHPD7/96) 1996 Annual Code Adoption Cycle will amend Seclion
7-153, of Pari l.Tide 24, C C.R. Filed wilh ihe secrelary of stale on
February 1 9. 1997: effective March 21.1 997. Approved by iheCalifor-
nia Building Standards Commission on February 6, 1997.
7-155- Final approval of the work-
(a) The Office shall schedule a final state agency inspection
of the work subsequent to the receipt of the responsible archi-
tect's or engineer's statement that the contract is performed or
substantially performed.
(b) The final approva! of the construction shall be issued by
the Office when:
1. All work has been completed in accordance with the
approved plans and specifications.
2. The required verified compliance reports and test and
inspection reports have been filed with the Office.
3. All remaining fees have been paid to the Office.
(c) Final approval shall be confirmed by a letter sent to Ihe
Department of Health Services with a copy lo the applicant.
The letter shall state that the work has been constructed in
accordance wilh the Califbniki Bin!di/ig Slctndctrds Co (/f, Title
24, California Code of Regulations.
122
2007 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE
SAFETY STANDARDS FOR HEALTH FACILITIES
(d) Upon completion of the project, all copies of construc-
tion procedure records as required by Section 7-145 (a) 6 shall
be transmitted to ihe Office.
Aulhority: lleadh and Safely Code Seclions 127015 and 129S50.
Rtftrtncc: Health and Safely Code Sections 1 29675- 12999S.
HISTORY:
1. (OSHPD 2/95)Regiilarorderby theOllkeof Slalewide lleallh Plan-
ning and Development 1o amend Section 7-155. Filed will] ihe secre-
tary of stale on Augu^l 14. 1996. become? eflective September 13,
1996. Approved by Ihe California Building Standards Commission on
March 19. 1996.
7-156. Ccrtincation of correctional treatment centers.
(a) Plans and specifications prepared by or under the super-
vision of the Department of Corrections or on behalf of the
Department of the Youth Authority for the new construction,
reconstruction, alteration or addition of any hospital building
and/ or correctional treatment center, as defined in Section
1250. Health and Safety Code, or any building specified in Sec-
tion 129875. Health and Safety Code shall be certified to the
Office by the Department of Corrections orihe Department of
the Youth Authority. Plans, specifications and construction of
these facilities shall be in full compliance with all applicable
building standards including, but not limited to. architectural,
structural, mechanical, plumbing, electrical, and fire and life
safety.
The Department of Corrections and the Department of the
Youth Authority shall use a secondary peer review procedure
to review the design of new construction, reconstruction, alter-
ation or addition in order to ensure that the plans are in compli-
ance with the building standards of Title 24, Parts 2. 3, 4. 5 and
9. The secondary peer review shall be performed by a Califor-
nia licensed architect, structural engineer, mechanical engineer
and electrical engineer, as applicable.
Upon completion of construction, a written certification
signed by the Director or designee of the Department of Cor-
rections or Department of the Youth Authority shall be submit-
ted to the Office and shall include:
1. Description of the project scope;
2. Certification that plans, specifications and construction
are in full compliance with all applicable building stan-
dards of Title 24, Parts 2, 3, 4, 5 and 9;
3. Certification that a secondary peer review has been
completed and the peer review indicates that Ihe design
for new construction, reconstruction, alteration or addi-
tion to the facility adheres to all building standards of
Title24. Parts2.3.4. 5 and 9;
4. Certification that construction inspection was per-
fonned by a competent on-site inspector and that all
work was completed in accordance with the complying
plans and specifications; and
5. Attachments which include the fmal as-built plans and
specifications.
(h) Plans and specifications prepared by or under the super-
vision of a city, county or city and county law enforcement
agency for the new construction, reconstruction, alteration or
addition of any hospital building and/or correctional treatment
center, as defined in Section 1250, Health and Safety Code, or
any building specified in Section 129875, Health and Safety
Code shall be certified to the Office by the law enforcement
agency. Plans, specifications and construction of these facili-
ties shall be in full compliance with all applicable building
standards including, but not limited to. architectural, structural,
mechanical, plumbing, electrical and fire and life safety.
Upon completion of construction a written certification
signed by the law enforcement agency head or designee shall
be submitted to the Office and shall include:
1. Description of the project scope;
2. Certification that plans, specifications and construction
are in full compliance with all applicable building stan-
dards of Title 24, Parts 2, 3, 4, 5 and 9; and
3. Attachments which include the fmal as-built plans and
specifications.
Aulbority: I leadh and Safety Code Sections 1275, 127010, 127015, 129790
and I29S50.
Reference: Health and Safety Code Section 15076.
HISTORY:
\. (OSHPD 2/96) 1996 Annual Code Adoption Cycle v^'ill add Section
7-15(1, of Pari l.Tide 24, C C.R. Filed with the secretary of stale on
March 4. 1997: elleclive April 3. 1997. Approved by the California
Building Standards Commission on February 6. 1997.
7-157. Records. (Deleted)
HISTORY:
1. (OSHPD 2/95) Regularorder by the Office of Slalewide Health Plan-
ning and Development lo delete Section 7-157. Filed with ibe secretary
of slate on August 14. I''''6, becomes effective Seplember l_^, 1996.
Approved by Ihe California Building Standards Commission on March
19, 1996,
ARTICLE 5
APPEALS TO THE HOSPITAL BUILDING
SAFETY BOARD
7-159. Appeals.
(a) The Hospital Building Safely Board, except as provided
in Section 1 8945 of the Health and Safely Code, shall act as a
board of appeals in all matters relating to the administration
and enforcement of building standards relating to the design,
construction, alteration and seismic safety of health facility
projects submitted to the Office pursuant to Chapter 1, Divi-
sion 107, Health and Safety Code.
Further, notwithstanding Section 13142.6 of the Health and
Safety Code, the board shall act as the board of appeals in mat-
ters relating to all fire and panic safety regulations and alternate
means of protection determinations for health facility projects
submitted to the Office pursuant to Chapter 1, Division 107,
Health and Safety Code.
(b) In the event of disagreement with the rulings, orders,
decisions or acts of the Office acting within the scope of Divi-
sion 107 (commencing with Section 129675) of the Health and
Safety Code, an appeal may be made by the current or prospec-
tive licensee or their authorized agent. hereaEler known as the
appellant, of a health facility to the Hospital Building Safety
Board. Such appeal shall be considered by the Hospital Build-
ing Safety Board only following the failure of an informal con-
ference, held to resolve the appeal in accordance with Section
7-161.
Aulhority: I lea[Eh and Safely Code Sections 127015. 129S50and 129925
Reference: Health and Safety Code Sections 129675-12999S.
2007 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE
123
SAFETY STANDARDS FOR HEALTH FACILITIES
HISTORY:
\. iOSHPD 2/95] Regitlarorder by the OiTice of SlQlewide Health Plan-
ning and Dcvclopracnl Id amend Seclion 7-159. Filed will] ihe secre-
lary o I" stale on Augusi 14, l')')6. becomes elTeclive September 13.
1996. Approved b> Ihe Californm Building Stiiiidard^ CcmmisEionon
March 19, 1996.
7-16L Informal conference.
{£i) Wiihinsixmonthsofaruling, order, decision or act of the
OfTice acting within the scope of Division 107 (commencing
with Section 129675} of the Health and Safely Code, the appel-
lant may issue a written request for an infonnal conference
upon such ruling, order, decision or act to the Office.
(b) Within 1 5 business days ofreceiptofa written request for
an informal conference, the Office shall give notice of the date,
time and place of such conference to review the ruling, order,
decision or act being questioned. The informal conference
shall be in a convenient place mutually agreeable to the parties.
The informal conference shall be held within 25 business days
of receipt by the Office of the written request for an informal
conference.
(c) The infonnal conference shall be conducted by an Office
representative. Parties to such conference may include the
appellant, architects and engineers and other appropriate con-
sultants under contract to the appellant or the appellant's legal
counsel.
(d) The purpose of the informal conference shall be to dis-
cuss the ruling, order, decision or act of the Office with the
intent to resolve the issue.
(e) Within 10 business days following the informal confer-
ence, the Office shall notify the appellant in writing as to the
OfTice's action on iheruling. order, decision or act. Such action
shall be to confirm, modify, or reverse the original ruling,
order, decision or acL
Aulbority: lleadh and Safety Code Seclions 1S929 and 129675-130070
Reftrtnce: Health and Safety Code Section 129955.
HISTORY:
I. (OSHPD 2/95]Regiilarorder by the Ollke of Slalewide Health Plan-
ning and Development lo amend Seclion 7-161. Filed will] the jjccre-
tary of stale on August 14. 1996. become? eflective September 13,
1996. Approved by Ihe California Bmlding Standards Commission on
March 19. 1996.
7-163. Formal hearing request.
(a) If the appellant wishes to continue an appeal after the
Office's decision following the informal conference, a formal
hearing may be requested of the Hospital Building Safety
Board. The appellant shall submit a written request for an
appeal to the Hospital Building Safety Board through the
Office within 15 business days of receipt of ihe notice of the
result of the informal conference.
(b) The notice ofappeal shall be followed within 60 business
days by documents supporting the request for a formal hearing
before the Hospital Building Safety Board. Such documents
shall be submitted to the Office and shall contain specific infor-
mation regarding the Office's ruling, order, decision or act and
the basis for the appeal.
Aulbority: lleadh and Safely Cade Sections 1S929 and 129675-130070
Reference: Health and Safely Code Section 129955.
HISTORY:
1. [OSIIPD 2/95]Regularorder by the OlUce of Stalewide Health Plan-
ning and Development Id amend Seclion 7-163. Filed with the secre-
tary of stale on August 14. 1996^ becomes eflective September 13,
1996. Approved by Ihe California Building Standards Commission on
March 19. 1996.
7-165- Formal hcRring.
(a) The Hospital Building Safety Board, or a committee of
the Board, appointed by the Chair of the Board, shall act as the
hearing body and shallconducta public hearing on the appeal.
(b) The Chair of the Hospital Building Safety Board shail
call a hearing on an appeal. The hearing shall be convened at a
location selected by the Chair which, where possible, is reason-
ably close to the appellant.
{c) The hearing shall be held within 45 business days of the
receipt of documents supporting the request for an appeal hear-
ing. Within 20 business days of the Office's receipt of the sup-
porting documentation, the parties to the appeal shall be
notified in writing of the time and place of the hearing and the
composition of the hearing body.
(d) The Chair of the Hospital Building Safety Board shall
develop, and have sent to each member, an agenda listing the
matters to be considered and. insofar as practicable, copies of
all written reports which are to be presented to the Board. The
agenda and written reports shall be provided to the members of
the Board at least 10 business days before the date of the
hearing.
(e) Whenever notice of an appeal hearing for decision of an
appeal is issued by the Hospital Building Safety Board or a
committee of the Board, such notice shall be provided to the
appellant, theOfficeand all parties to the action at least 10 busi-
ness days before the date of the hearing.
(f) If a committee of the Board is appointed to hear the
appeal, at least five voting members of the Board shall be
appointed to such committee. The Chair of the hearing commit-
tee shall be appointed by the Chair of the Hospital Building
Safety Board. The appeal shall be heard by at least three of the
voting members appointed to an appeal committee. The deci-
sion shall bear the endorsement of a simple majority of the
committee members present.
(g) If the Board is to hear the appeal, at least nine voting
members of the Board shall be present to hear the matter The
decision shall bear the endorsement of a simple majority of the
Board members present.
(h) The proceedings shall be recorded by tape recorder.
Transcripts shall be made available to anyone making a request
therefor upon deposit with the Hospital Building Safety Board
of the amount of money which the Board has determined nec-
essary to cover the costs of transcript preparation. In addition to
the tape recording of the proceedings, decisions of the Board or
a committee of the Board shall be recorded by stenographic
recording and shown in the minutes of the meeting. The min-
utes shall show how each Board or committee member voted
on the decision.
(i) The appellantmay, at his own expense, arrange for steno-
graphic recording and transcription of the hearings.
Aulbority: lleallh and Safely Code Seclions 18929 and 129675-130070.
Reference: Health and Safety Code Section 129955.
HISTORY:
I. [OSHPD 2/95)Regiitarorder by the OfUce of Statewide Health Plan-
ning and Development to amend Section 7-165. Filed with the sccre-
124
2007 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE
SAFETY STANDARDS FOR HEALTH FACILITIES
tary of stale on Augu^il lA. 1996. beoomea effective September 13,
1996. Approved by (he California Building Standards Com mis 5 ion on
March 19. 1996.
7-167. Rights of the appellant.
(a) Tlie appellant shall have the right to counsel, to suhmit
documentary evidence and exhibits, and to have witnesses
appear and testify. These rights shall be executed by the appel-
lant at the appellant's own expense.
(b) The appellant shall have the right to question representa-
tives of the OfTice and other witnesses presenting testimony or
documents in the hearing.
(c) The appellant shall have the right to question potential
conflicts of interest of any voting member of the Hospital
Building Safety Board or committee of the Board hearing an
appeal. The Chair of the hearing will rule on such potential
conflict and the ruling shall be entered in the record of the
hearing.
Aulhority: lleadh and Safety Code Sections 127015 and I29R50
Refcrtncc: Health and Safety Code Sections 129675-12999S.
HISTORY:
1. (OSHPD 2/95)Regiilarorder by the Omce of Slalewide Health Plan-
ning and Development lo amend Secliun 7-Hi7. Filed with the secre-
tary of" stale on August 14. 1996. becomes eflective September 13,
1996. Approved by the California Building Standards Commission on
March 19. 1996.
7-169. Appeal hearing procedure.
(a) An appeal hearing conducted hy the Hospital Building
Safety Board or a committee of the Board shall not he con-
ducted in accordance with strict rules ofevidence or courtroom
procedure. During the hearing, the Chair may accept into the
record without formal proof any generally accepted technical
or scientific matter related to seismic, architectural, structural,
mechanical, electrical, fire and life safety of health facilities.
Hearsay evidence may be allowed for the purpose of supple-
menting or explaining other evidence, but shall not be suffi-
cient in itself lo support the findings.
(b) The Chair ofthe hearing shall determine the order of wit-
nesses and presentation and introduction of documents, evi-
dence and exhibits into the record ofthe hearing. The Chair
may impose reasonable time limits, rule on admissibility ofevi-
dence, maintain decorum in the hearings, call recesses and rule
on. continuation of the hearings.
(c) The Chair may request counsel from the Office for advice
on points of law.
(d) Prior to the closing of the hearing, the Chair shall
announce either ofthe following:
1. The recommended decision ofthe committee ofthe
Board.
2. The decision of the Board,
Aulhority: lleadh and Safely Code Seclions 127015 and 129S50.
Reftrtnce: Health and Safety Code Sections 1 29675- 12999S.
HISTORY:
I. {OSIIPD 2/95) Regtilarorder by IheOflke of Slalewide Health Plan-
ning and Development lo amend Seclion 7-169. Filed with the secre-
tary of stale on Augusi 14, 1996. becomes effective September 13.
1 996. Approved by the California Budding Standards Commission on
March 19, 1996.
7-171. Decision on appeaL
(a) Decision on an appeal heard by a committee of the Board
shall be reached as follows:
1. If all parties agree to the decision recommended by a
committee of the Board, the agreement and the names
of parties to the appeal shall be entered in the record.
The appeal action shall be con.sidered terminated when
all parlies to the appeal have .stipulated to the agreement
in writing.
2. If all parties to the appeal do not agree with the decision
recommended by a committee, the fmdingsof fact, sup-
porting documents, evidence, exhibits and decision
recommended by the committee shall be transmitted lo
the Hospital Building Safety Board.
3. Within 30 business days after the findings of fact, sup-
porting documents, evidence exhibits and a recom-
mended decision are received, the Board shall hear final
arguments from the appellant and render a decision on
the appeal. The appellant, the appellant's counsel or the
appellant's representatives may not introduce new evi-
dence without approval ofthe Board.
(b) Decision on an appeal heard by or referred to the Hospital
Building Safety Board shall be reached as follows:
1. The Board shall render a decision in public meeting and
transmit such decision in writing to each party to the
appeal hearing within 15 business days after the close
ofthe hearing.
2. The Board may afTirni, reverse or amend the ruling,
order, decision or act being appealed or remand the
issue for further study.
3. If the Board remands all or a portion of the issues at
appeal for further study, the Board shall specify the
issuesor matters to be studied, who is to study the issues
and completion dates for such further study.
4. Findings and recommendations from further study will
be transmitted to all parties to the action prior to the
Hospital Building Safety Board^s public hearing for
decision.
5. Within 30 business days of receipt ofthe findings and
recommendations from further study ofthe issues, the
Hospital Building Safely Board shall convene a public
hearing to consider the findings and recommendations
and arguments from the appellant or the appellant's rep-
resentatives. The decision of the Hospital Building
Safety Board shall be announced in a public hearing
and transmitted in writing to all parties involved within
30 business days of the conclusion of the public
hearing.
6. Decisions ofthe Hospital Building Safety Board shall
become effective immediately upon their announce-
ments by the Chair of the Board, unless otherwise spec-
ified by the Chair.
(c) Should the appellant determine he or she has been
adversely affected by the decision of the Hospital Building
Safety Board, the appellant may further appeal the issue for res-
olution by the California Building Standards Commission, in
accordance with Health and Safety Code Section 18945.
Aulliorily: lleallh and Safely Code Sections lB929and 129675-130070.
2D07 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE
125
SAFETY STANDARDS FOR HEALTH FACILITIES
Reference: Health and Safely Code Section 129955.
H [STORY:
I. [OSIIPD 2/^5) Regularorder by the OlUce of Stalewide Health Plan-
ning and Development to amend Seclion 7-171. Filed wilh Ihe Jiccre-
tary of stale on Augu^l 14. 1996^ become? eflective September 13,
1996. Approved by ihe California Building Standard? Commission on
March 19, 1996.
ARTICLE 6
CONTRACTS
7-19L Contract qualification criteria.
(a) Individuals performing services under contracts entered
into wilh ihe OfTice pursuant to Health and Safety Code, Sec-
tion 129855 shall meet the following qualifications:
L Plan reviews shall be performed only by architects or
engineers validly certified under Division 3 of the Busi-
ness and Professions Code as follows:
A. Selection criteria. The direclor shall establish
selection criteria which will comprise the basis for
the selection of eligible firms or local government
entities to independently perform ihe required archi-
tecuiral and engineering services. The criteria will
include such factors as:
(1) Professional experience in performing services
of similar nature.
(2) Knowledge of applicable codes, regulations
and technology associated with the services
required.
(3) Quality and relevance of recently completed or
ongoing work.
(4) Reliability, continuity and proximity of firmer
local government entity to the Office.
(5) Demonstrated competence.
(6) Staffing capability.
(7) Education and experience of key personnel to
be assigned.
(8) CurrenI workload and ability to meet review
deadlines according to schedule.
(9) Other technical factors the director deems rele-
vant lo the specific service to be performed.
These factors shall be weighed by the director according to
the nature of the proposed projecl or service, Ihe complexity
and special requirements of the specific services and the needs
of the Office.
Auchority: Health and Safely Code Sections 129S50. 129355 and IS949.3;
Government Code Seclion 4526.
Reference: Government Code Sections 4526 and 4527.
B. Announcement.
(1) A statewide announcement of specific services
sought from firms shall be published in Ihe Cal-
ifornia State Contracts Register, in accordance
with the Government Code (commencing with
Section 14825). and whenever possible, in the
publications of the respective professional
societies. Failure of any professional society to
publish the announcement shall not invalidate
any contract. Services sought from the local
government enfities are exempt from advertis-
ing in the California State Contracts Register
pursuant to standard State of Cahfomia operat-
ing procedures.
(2) The announcement for each proposed project
or service shall include, at a minimum, a brief
description of the project or services required,
location, duration, submittal requirements,
contact person for the Office, and the final
response date for receipt of statements from
firms of their demonstrated competence and
professional qualifications.
(3) The director shall identify potentially qualified
minority, women and disabled veteran business
enterprises and small businesses interested in
contracting with the Office, and shall provide
copies of announcements to those businesses
that have indicated an interest in receiving the
announcements. Failure of the director to send a
copy of an announcement to any business shall
not invalidate any contract.
Aulhority: Health and Safety Code Sections 129S50, 129355 and 13949.3;
Government Code Section 4526.
Reference: Government Code Seclions 452G and 4527-
C. Selection of qualified firms.
( 1 ) Afler the expiration of the final response date in
the published announcement, the director shall
review and evaluate the written responses to the
announcement, using the selection criteria con-
tained in Section 7-191 (a) 1 A, and rank, in
order of qualifications, the finns determined as
eligible to perform the required services.
(2) The director shall conduct discussions with at
least the three most eligible firms, or a lesser
number if fewer than three eUgible firms have
responded, to further expand on those qualifi-
cations and experience required to perform the
services sought. From the firms with which dis-
cussions are held, the director shall select, in
order of qualification, not less than three firms,
or lesser number if fewer than three eligible
firms responded, deemed to be the most highly
qualified to perform the required services.
Aulhority: Health and Safely Code Sections 129S50. 129355 and 13949.3;
Government Code Section 4526.
Reference: Government Code Sections^ 452ti and 4527.
D. Selection of qualified local government entities.
(1) For specific services to be performed by local
government entities, the director shall solicit,
review and evaluate the qualifications of the
local government entities using the selection
criteria contained in Section 7-191 (a) I A.
(2) The director shall select, in order of qualifica-
tion, those local government enfities deemed to
126
2007 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE
SAFETY STANDARDS FOR HEALTH FACILITIES
be the most highly qualified lo perform the
required services.
Aulbority: Health and Safely Code Sections I29S50. I29S55 and 18949.^;
Govemmenl Code Section 4526,
Reference: Government Code Sections 4526 and 4528.
E. Estimate of value of services.
( I) Before entering into fee negotiations with any
firm or local government entity selected pursu-
ant to Section 7-191 (a) I C (2) orD, the Office
shall prepare an estimate of the value of the pro-
posed services based on accepted billable rates
for comparable services.
{2) At any time the director determines the Office's
estimate to be unrealistic, the director shall
require the estimate lo be reevaluated and, if
deemed necessary, modified. If the director
modifies an estimate, negotiations will resume
with the best qualified firm or local government
entity.
Aulhority: Health and Safety Code Sections L8929and 129675-130070
Reference: Heallh and Safely Code Section 129B55 and Government Code
SeclLon 4526.
F, Fee Negotiation witli firms.
(1) The director shall ask firms selected pursuant to
Section 7-191 (a) 1 C (2) to submit a fee sched-
ule of hourly billable rates. The director shall
then attempt to negotiate hourly billable rates
detentiined to be fair and reasonable with ihe
firms, beginning with the best qualified and
continuing with the remaining firms, in order of
qualifications.
(i) The firm negotiating with the director shall
be given two opportunities to respond to ihe
Office's request to meet the fair and reason-
able estimate for hourly billable rates for the
contract services;
(ii) The firm must respond within 7 business
days to each request by the Office for a new
estimate which either meets or does not
exceed by more than 10 percent the Office's
fair and reasonable estimate for hourly hill-
able rates; and
(iii) If after the second attempt, the firm is
nonresponsive or a satisfactory hourly bill-
able rate cannot be negotiated, the director
shall terminate negotiations with that firm.
(2) After successful negotiations, a retainer con-
tract will be executed with the firm. There may
be multiple contracts awarded and each shall
specify a contract period and monetary limita-
tion. Work shall commence only upon execu-
tion of an assignmenL Assignments will be
negotiated pursuant to Section 7-191(a)lG.
{3) For firms selected pursuant to Section 7-191 (a)
1 C (2) to provide services for a specific project
where the scope of work is extremely complex
or unusual, fee negotiations will proceed in
accordance with Section 7-191 (a) 1 G.
Aurhonty: Keallh and Safely Code Sections 18929 and 129675-130070.
Reference: Heallh and Safely Code Section 129S55 and Government Code
Sections 4526 and 452R.
G. Services negotiations witli firms.
(1) From among the firms selected in Section
7-191 (a) 1 C (2), as most highly qualified to
perform services required, the director shall
attempt lo negotiate a satisfactory assignment
orcontractwiih the best qualified firm at a com-
pensation which the Office determineslo be fair
and reasonable.
{i) The firm negotiating with the director shall
be given two opportunities to respond to Ihe
Office's request to meet the fair and reason-
able estimate for assignment or contract
services;
(iij The firm must respond within 7 business
days to each request by the Office for a new
estimate which either meets or does not
exceed by 1 percent the Office's fair and
reasonable estimate;
(iiij If after the second attempt, the firm is
nonresponsive or a satisfactory rate cannot
be negotiated, the director shall terminate
negotiations with that firm; and
(iv) Negotiations with the next best-qualified
firm shall commence.
(2) The director shall confinue the negotiation pro-
cess with the remaining qualified firms, if any.
in order of qualifications, until a satisfactory
assignment or contract is reached. If unable to
negotiate a satisfactory assignment or contract
with any of the qualified firms, the director
shall abandon the negotiation process for the
required services.
Aulhority: TTeallli and Safely Code Seclions 1S929 and 129675-130070.
Reference: Heallh and Safely Code Section 129S55 and Government Code
ScclLonj; 4526 and 452S.
H. Fee and services negotiation witli local govern-
ment entities.
(1) From among the local government entities
selected in Section 7-191 (a) 1 D (2), as most
highly qualified to perform services required,
the director shall attempt to negotiate a satisfac-
tory contract with the best qualified local gov-
ernment entity at a compensation which the
Office determines to be fair and reasonable.
(2) If the director is unable to negofiate a satisfac-
tory contract with the best qualified local gov-
ernment entity at a compensation which is
detennined to be fair and reasonable, negotia-
tions with that local government entity shall be
terminated and negotiations undertaken with
the second best qualified local government
entity. If unable to negotiate a satisfactory con-
2007 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE
127
SAFETY STANDARDS FOR HEALTH FACILITIES
tract with the second best qualified local
government entity at a compensation which the
OfTice detennines is fair and reasonable, nego-
tiations with that local government entity shall
be terminated and negotiations undertaken with
the third best qualified local government entity.
If unable to negotiate a satisfactory contract
with the third best qualified local govenunent
entity at a compensation which the Office
detennines is fair and reasonable, negotiations
with that local government entity shall he
terminated.
The director shall continue the negotiation
process with the remaining qualified local gov-
ernment entities, if any, in order of qualifica-
tions, until a satisfactory contract is reached. If
unable to negotiate a satisfactory contract with
any of the qualified local government entities,
the director shall abandon the negotiation pro-
cess for the required services.
Aulhority: lleallh and Safely Code Sections 129S50. I29S55 and IS949.3;
Govemmi^nl Code Seclion 4526.
Reference: Governmenl Code Sections 4526 and 4528.
I. Amendments. When the director determines that a
change in the assignment or contract is necessary
during the performance of the services, the parties
may. by mutual consent, in writing, agree to modifi-
cations, additions or deletions in the general tentis.
conditions and specifications for the services
involved, with an appropriate adjustment in the
firm*s or local government entity's compensation, if
necessary.
Aulhority: lleallh and Safely Code Sections 129H50. I29S55 and IS949.3;
Governmenl Code Section 4526.
ReTcrpnce: Governmenl Code Seclion.s 4526 and 4528.
J. Contracting in phases. When the director deter-
mines it Js necessary or desirable for a project to be
perfomied in separate phases, increments or stages
due to a change in design or scope ofwork, the direc-
tor may negotiate compensation for the initial phase,
increment or stage of the services required; pro-
vided, however, the director first determines that the
firm selected is best qualified to perfonti the entire
project. The assignment shall include a provision
that the Office may, at its option, utilize the finn to
perform other phases, increments or stages of the
services under terms which the Office determines to
be fair and reasonable, to be later negotiated and
included in a mutual written agreement. In the event
that the Ofiice exercises its option under the contract
to utilize the firm to perform other phases, incre-
ments or stages of the project, the procedures of this
article regarding esfimates of value of services and
negotiation shall be followed,
Auchority: Keallh and Salely Code Sectians 18929 and L 29675- 130070.
Reference: ICeallh and Safely Code Section 129S55 and Government Code
Seclions4525 and 4528.
K. Statewide participation goals. In the negotiafion
of a satisfactory contract as provided in Section
7-191 (a) 1 F and G, qualified firm (s) must meet the
statewide participation goals for minority, women
and disabled veteran business enterprises or demon-
strate that a good faith effort was made to meet them.
The best qualified finn shall comply with the state-
wide participation goals or demonstrate a good faith
effort as required by the regulations contained in
Title 2. California Code of Regulations. Sections
1896.61-1896.67 and 1896.90^1896.96.
Autboriry: Governmenl Code Seclion 4526: Public Conlraci Code
SeclLoninil5.3.
Reference: Governmenl Code Section 452S; Public Contract Code Seclions
10115. 10115.1, 10 1 15.2 and 10115.3.
L. Emergency. When the director makes a finding that
the public health, safety or welfare would be
adversely affected in a significant way because
insufficient time exists within which to implement
the foregoing procedure to secure necessary ser-
vices, the director may negofiate a conlraci for such
services without the necessity of following such
procedure, or any part thereof.
Aulbority: Health and Safely Code Sections 129S50, I29S55 and 1S949.3;
Governmenl Code Section 4526.
Reference: Government Code Sect[on 4526.
M. Unlawful considerations. Each contract shall
include a provision by which the firm or local gov-
ernment entity warrants that the contract was not
obtained or secured through rebates, kickbacks or
other unlawful considerations either promised or
paid to any Office employee. Failure to adhere to
this warranty may be cause for contract termination
and recovery of damages under the rights and reme-
dies due the Office under the defauh provision of the
contract.
Aulbority: Governmenl Code Section 4526.
Reference: Government Code Sect[on 4526.
N. Proliibitcd relationsliips. No Office employee
who participates in the evaluation or selection pro-
cess leading to award of a contract shall have a rela-
tionship with any of the firms or local government
entity seeking that conlraci, if that relationship is
subject to the prohibition of Government Code Sec-
don 87100.
Aulbority: Government Code Section 4526.
Reference: Governmenl Code Sections 4526, 87 1 00 and R7 1 02.
HISTORY:
I
(OSIIPD 2/95) Regular order by the Oflke of Slalewide llealtb Plan-
ning and Development 1o amend Section 7-]1]. Filed will] ibe Jiccre-
tary of stale on AugusI 14, 1996^ become? eflectlve September 13,
1996. Approved by Ihe California Building Standards Commission on
March 19, 1996.
ARTICLE?
TESTING AND INSPECTION
Testing and inspection requirements are found in the Califot-
niti Building Staudarth Code.
128
2007 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE
SAFETY STANDARDS FOR HEALTH FACILITIES
ARTICLES
CALIFORNIA BUILDING STANDARDS
Ardiiteclural, mechanical, electrical, stmclural, and fire and
life safety and accessibility standards are found in the Culijbr-
nia Building Standards Code.
ARTICLE 19
CERTIFICATION AND APPROVAL OF
HOSPITAL INSPECTORS
7-200. Administration of hospital inspector examination
and certification.
(a) The Office shall test and certify inspectors in one or more
of the following classes:
L Class "A'' Hospital Inspector may inspect all areas of
construction, including: architectural, mechanical,
plumbing, electricaL fire and life safety, and structural
elements.
2. Class "B" Hospital Inspector may inspect only the fol-
lowing areas of construction: archilecturaL mechanical,
plumbing, electricaL fire and life safety, and anchorage
of nonstructural elements.
3. Class "C" Hospital Inspector may inspect one or more
areas of construction specialty, including but not lim-
ited to the areas listed in Section 7-204(c)l, but may not
inspect the complete scope of construction authorized
for ''A" or ""B" inspectors.
(b) In order to be certified in and perform the scope of
responsibilities of a hospital inspector as specified in para-
graph (a)(1). (2) or (3), an individual must be successful in the
examination for that classification.
Aulhority: lleadh and Safely Code Seclions lS929ancl 129675-130070
Reference: Heallh and Safely Code Section 129S25.
7-20L Location of office. All correspondence, applications
and remittances related to the certification or re certification of
Hospital Inspector shall be directed to: Office of Statewide
Health Planning and Development, Facilities Development
Division, 1600 Ninth Street, Room 420, Sacramento. CA
958J4.
Aurhority: I tealth and Safety Code Seclions 1275, 127010, 127015, 129680
and I29S25.
Reference: Heallh and Safely Code Section;; 1296S0 and 129S25.
7-202. Filingchangeof name* address or telephone number
An applicant for the certification examination or a Hospital
Inspector possessing a valid certificate issued by the Office,
shall file name, mailing address or telephone number changes
with the Office in Sacramento within 10 working days of that
change. The information filed shall include both the new and
former name, mailing address or telephone number.
Aulhority: Health and Safety Code Sections 1275, 127010, 127015, 1296S0
and I29R25.
Reference: Health and Safety Code Sections 1296B0 and 129S25.
7-203. Applying for the certitication examination.
(a) An applicant may apply for the Hospital Inspector Certif-
ication Exam by submitting, to the Office, the following items
prior to the final filing date announced for a scheduled exam:
L A completed original application, provided by the
OfTice. shall be submitted to the Office in Sacramento
and shall include the exam title, preferred examination
location, applicant's name, mailing address and tele-
phone number
2. Certificates or transcripts indicating educational
courses completed by the applicant which relate to the
minimum qualifying requirements stated in Section
7-204.
3. Work verification form or letter from current and/or
previous employer(s) regarding any job which meets
the minimum qualifications for the certification exam-
ination and which includes the applicant's name,
dates of employment, job description and employer's
signature.
4. An "Application Review Fee" in the amount specified
on a certificafion examination announcement for a
scheduled exam and pursuant to Section 7-206.
5. Citizenship'Qualified-Alien verification fonti, ''State-
ment of Citizenship, Alienage, and Immigration Status
for State Public Benefits,'* provided by the Office as
stipulated in Section 7-2 1 6 (e) L
(b) Incompletesubmittalsmay be rejected by the Office. The
application, documents and fees will be returned to the appli-
cant with a statement of reason for nonacceptance.
(c) Upon review, verification and evaluation of the appli-
cant's qualifications, the Office will notify the applicant, in
writing, of eligibility or ineligibility for entrance to the
requested certification examination.
Amhorily: Health and Safety Code Sectians 1892 and 129675-130070.
Reference: Flealth and Safety Code Section 129S25.
7-204. Minimum qualification for examination.
An applicant must meet the following criteria to be eligible to
participate in the certification examination for a Class "A."
""B," or ''C" Hospital Inspector:
(a) Minimum qualifications for Class "A^^ Hospital
Inspector Exam:
1 . High school graduation or the equivalent and six years
experience involving building projects of Type I or II
construction as an architect's, engineer's, owner's,
local building official's or general contractor's repre-
sentative in technical inspection or inspection supervi-
sion [Note: Experience in subsection (a) 1 may be
substituted with college education with major work in
architecture, engineering, building inspection and/or
construction on ayear-for-yearbasis for a maximum of
two years.]; or
2. Possess a valid California registration/license as a
mechanical, electrical, or civil engineer and two years
experience involving building projects of Type I or II
construction as an architect's, engineer's, owner's,
local building official's or general contractor's repre-
sentative in technical inspection or inspection supervi-
sion; or
3. High school graduation or the equivalent and two years
of working experience as a Class ''B'" Hospital Inspec-
tor; or
2007 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE
120
SAFETY STANDARDS FOR HEALTH FACILITIES
4. Possess a valid California registration/license as a
structural engineer or a valid California license as an
architect.
(b) Minimum qualincations for Class ""'B*^ Hospital
Inspector Exam:
L High school graduation orthe equivalent and four years
experience involving building projects of Type 1 or 11
construction as an architect's, engineer's, owner's,
local building ofTiciars or general contractor's repre-
sentative in technical inspection or inspection supervi-
sion [Note: Experience in subsection (b) 1 may be
substituted with college education with major work in
architecture, engineering, building inspection and/or
construction on a year-for-year basis for a maximum of
two years.]: or
2. Possess a valid California registration/license as a civil
engineer and two years experience involving building
projects of Type I or 11 construction as an architect's,
engineer's, owner's, local building official's or general
contractor's representative in technical inspection or
inspection supervision; or
3. Possess a valid California registration/license as a
structural, mechanical or electrical engineer, or a valid
California license as an architect.
fc) Minimum qualifications fur Class "C^^ Hospital
Inspector Exam:
1 . High school graduation orthe equivalent and four years
experience involving building projects as the represen-
tative in testing, inspection or observation of construc-
tion for an architect, engineer, owner, local building
official, local fire authority, testing lab, specialty con-
tractor or general contractor and possess a valid certifi-
cate issued by:
Fire Alarm— NICET, Level 111
Fire Extinguishing Systems — NICET, Level Til
Fire Resistive Construction — ICC Building Inspector
Certification
Medical Gas Systems — PIPE Certification
Plumbing— lAPMO Certification
Mechanical — lAPMO Certification
Electrical — ICC Certification
Concrete ( Prestressed and Reinforced) — ICC Certifica-
tion
Masonry — ICC Certification
Steel — ICC, Structural Steel Certification
Welding— AWS Certificafion
Framing and Drywall — ICC Building Inspector Certifi-
cation
Roofing — National Roofing Contractors Associafion
Anchorage/Bracing of Nonstructural Components —
Certification to be administered by the Office
Architectural — Certification to be administered by the
Office
In addition to these certification organizations listed, the
Office may accept the equivalent certification by a state- or
nationally-recognized organization. [Note: Experience in sub-
section (c) (1) may be substituted with college education with
major work in architecture, engineering, building inspection
and/or construction on a year-for-year basis for a maximum of
two years.]: or
2. Possess a valid California registration/license as an
engineer and two years experience involving building
projects as an architect's, engineer's, owner's, local
building official's, local fire authority's, specialty con-
tractor's or general contractor's representative in testing
inspection or observation of construction and must
posess at least one valid certificate issued by an organi-
zation that is listed or described in (c) (1) above: or
3. Possess a valid California registration/license as a
structural, mechanical or electrical engineer, or a valid
California license as an architect and must possess at
least one valid certificate issued by an organization that
is listed or described in (c) (1) above.
Aurhority: I kalih and Sflleiy Code Sectians 18929 and 120675- 130070.
Reference: Heallh and Safety Code Section 129S25.
7-206, Fees.
(a) Fees required pursuant to subsection {b), shall be trans-
mitted by credit card, money order, cashier check, cerfified
check or personal check, and payable to the Office of Statewide
Health Planning and Development.
(b) The prescribed fees relative !o the Hospital Inspector
Certification Program shall be specifically charged to the
applicant to recover reasonable costs of administering the cer-
tification program. Fees shall be charged as follows:
Application review £100.00 (nonrefundable)
Exam for Class ''A" Inspector Certification S300.00
Exam for Class "B" Inspector Certification 300.00
Exam forClass"C" Inspector Certification 100.00 {for
each specialty certificate)
Recertification exam 100.00
Delinquency fee 100.00
Duplicate certificate 25,00
(c) An application review fee must accompany an applica-
tion for a certification examination. This fee is nonrefundable.
An application for an examination is valid for one year.
(d) An exam fee shall be submitted by an applicant for a
specified examinationprior to participation in the examination.
(e) An applicant shall forfeit the exam fee if the applicant
fails to appear for any portion of the exam for which the appli-
cant is scheduled.
(f) Ifthe Office has a need to reschedule an exam, a qualified
applicant who has submitted the exam fee prior to the resched-
ule will be either reimbursed or credited for the exam fee
amount.
Aulhority: llealEh and Safely Code Seclions 1S929 and 129675-130070.
Reference: FIcalth and Safety Code Section 129S25.
7-207. Examination for certification.
{a) The Office shall administer an exam not less than once in
every calendar year in the Sacramento and Los Angeles areas.
The certification exam will consist of a written exam.
130
2007 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE
SAFETY STANDARDS FOR HEALTH FACILITIES
(b) The scope of the written certification examinations is as
follows:
L The examinations for Class ""A" and "B" Hospital
Inspectors will measure the applicant's ability to read
and understand construction plans and specifications;
ability to identify and understand the application of var-
ious Califoruis.} BKikUn^Ssandtirds Ctjf/f requirements;
knowledge of appropriate inspector duties and ability to
communicate in writing. The test will be divided into
sections covering the following code enforcement areas
of construction inspection, where applicable: struc-
tural, architectural, mechanical, electrical, fire and life
safety, and administrative.
2. The examination for Class ""C" Hospital Inspectors will
measure the applicant's ability to identify and under-
stand the application of various California Bifikling
Standards Code requirements: knowledge of appropri-
ate inspector duties and ability to communicate in writ-
ing. The candidate's inspection certification, pursuant
to Section 7'204(cKl)above, may be substituted for the
technical aspect of the written certification examination
for Class "C" Hospital Inspector
(c) In order to be successful in the Class ''A" and ''B" certifi-
cation exam, a candidate must obtain a passing score of at least
75 percent in each section of the written exam.
(d) In order to be successful in the Class ''C" certification
exam, a candidate must obtain an overall passing score of at
least 75 percent.
(e) It is not necessary for a candidate who has passed the
administrative section of the Class ''A", "B" or "C" certifica-
tion exam to retake this section if the candidate applies for
additional certification(s) within three years of passing the
administrative section of the exam.
Aurhonty: ll^allh and Salcly Code Seclions lB929aiid 129675-130070.
Reference: Hcallh and Safely Code Section 139325.
7-208. Conduct relative to the examination.
(a) An applicant who participates in any of the following acts
before, daring or after the administration of the examination,
shall be disqualified by the Office. The applicant shall not:
1. Copy any portion of the exam.
2. Participate in collusion regarding the exam.
3. Disclose the contents of the examination questions to
anyone other than a person authorized by the Office.
4. Solicit, accept or compile infonnation regarding the
contents of the examination.
5. Falsify documents required for exam entrance.
(b) If an applicant is disqualified from the exam, it shall
result in denial of the application and forfeiture of fees submit-
ted to the Office as specified in Section 7-206.
Aulhority: I leahh and Safety Code Sections 1275, 127010, 127015, 129680
and I29S25.
Reference: Health and Safety Code Sections 1296B0 and 129S25.
7-209. RecxRmination.
(a) A candidate who has failed an examination may partici-
pate in a reexamination no sooner than six months from the
exam previously taken by the candidate.
(b) An applicant or candidate who is disqualified from an
examination may not participate in an examination or reexami-
nation for a period ofone year from the date of disqualification.
(c) The applicant may refile for an examination by submit-
ting an application, documents and fees pursuant to Sections
7-203 and 7-206.
Aulbority: Health and Safety Code Sections 1275, 127010, 127015, 129hB0
and I29R25.
Reference: Health and Safety Code Sections 1296B0 and I29S25.
7-210. Issuance of certification.
(a) If a candidate is successful in the certification or
recertification examinafion. a certificate will be issued to the
Hospital Inspector by the Office. Certificates will expire three
years from the date of issuance with the following exception:
I . Certification may be revoked or suspended pursuant to
Section 7-214.
(b) A duplicate certificate will be granted to a Hospital
Inspector for replacement of an original certificate that is lost,
destroyed or mutilated upon written request and payment of the
duplication fee, as required in Section 7-206.
Aurhorlty: lleaUh and Safely Code Seclions 18929 and 129675-130070.
Reference: Hcallh and Salety Code Section 129S25.
7-211. Renewal of a liospital inspector certificate.
(a) A Hospital Inspector shall participate in a written
recertification exam prior to the expiration of the cerfification
in order to renew and maintain valid certification.
(b) To be eligible for the recertification exam, a Hospital
Inspector shall meet the following minimum criteria:
1. Possess a valid unexpired Hospital Inspector Certifi-
cate (or Construction Inspector of Health Facilities Cer-
tificate) or an expired certificate that meets the
delinquency criteria in subsection (c).
2. Complete a seminar conducted, sponsored, or cospon-
sored by the Office within the three-year cerfification
period.
3. Submit a recertification exam fee pursuant to Section
7-206.
(c) Expired certification may be renewed after the expiration
date, but within six months past that date. The Hospital Inspec-
tor will be required to pay a delinquency fee, pursuant to Sec-
tion 7-206, in order to recertify during the six-month
delinquency period.
(d) The scope of the recertification exam will be a written
test measuring the Hospital Inspector's knowledge of new
and/or revised Califhvuia Building Sfcrndcrrds Codes^ new con-
struction materials and inspection procedures.
AurhorityiHEallh and Safety Code Seclions 1275, 127010, 127015, 1296S0
and I29S25.
Reference: Hcjitth and Safety Code Sections 129680 and I29S25.
7-212. Approval of hospital inspector of record for con-
struction projects.
(a) It is incumbent upon the hospital governing board or
authority and the architect or structural engineer, or both, in
responsible charge of the work, or the engineer in responsible
charge of the work, to select the appropriate inspector(s) for a
project. The hospital governing board or authority shall submit
2007 CALIFORNIA BUILDING STANDARDS ADMIfJISTRATIVE CODE
131
SAFETY STANDARDS FOR HEALTH FACILITIES
to the Office an application for each Hospital Inspector of
Record proposed to perform construction inspection on a spec-
ified hospital construction project. The hospital governing
board or authority shall obtain Office approval of proposed
Hospital Inspeclor(s) of Record prior to commencement of the
hospital construction project in accordance with Section
7-135.
(b) The Office shall notapprove a proposed Hospital Inspec-
tor of Record for a specified hospital construction project if ihe
Office determines one of the following:
1. The Hospital Inspector of Record applicant does not
hold a valid Hospital Inspector certificate pursuant to
the provisions of these regulations.
2. The Hospital Inspector is not appropriately certified in
the class of inspection required for the scope of the con-
struction project. The Class ''C" inspector does not pos-
sess a current certificate for ihe area of inspection
proposed per Section 7-204(c)L
3. The Hospital Inspector is a former Office employee
pursuant to subsection (c) and is within the one year
restriction period governing the Office's approval of an
inspector.
4. The Hospital Inspector is committed to a workload out-
side the specified hospital construction project and is
unable to allot adequate time to perfonti the work on the
specified construction project, as determined by the
process set forth in subsection (d).
5. The Hospital Inspector is the architect or engineer in
responsible charge of the work for Ihe construction
project specified on the Hospital Inspector of Record
application.
Exception: The Office may approve the architect or
engineer in responsible charge of the work, when in
the detent! i nation of the Office: (A) the project scope,
duration and complexity do not merit a separate indi-
vidual to serve as the Hospital Inspector of Record,
and (B) the ability of the Office to obtain accurate and
impartial inspection will not be jeopardized.
(c) A fonner employee of the Office who performed field
inspections/observations or supervised staff perfonti ing field
inspections/observations during employment with the Office
shall not be approved for a project by the Office as a Hospital
Inspector of Record within one year from the effective date of
separation from the Office.
(d) When the Office determines that the cumulative work-
load of a Hospital Inspector of Record applicant appears exces-
sive and may hinder competent and adequate inspection of a
specified hospital construction project, the Office may request
that the Hospital Inspector of Record applicant submit a written
plan including a work schedule and indicating a means to per-
form inspection on tlie specified hospital construction project.
The Office will consider specific work-related factors when
reviewing the Hospital Inspector's work schedule to determine
approval, pursuant to subsection (b) 4. These work-related fac-
tors are limited to ihe following:
1 . The geographic location of current work sites,
2. The scope of current projects.
3. The current phase of each project, and
A. The number of current projects.
(e) When an inspector is approved by the Office, written
notification will be sent to the hospital governing board or
authority; the architect and/or engineer in responsible charge of
the construction project: and the inspector of record applicant.
The inspector must be in possession of this approval notice
prior to commencement of construction.
(f) A Hospital Inspector of Record who has been approved
by the Office must maintain valid certification throughout the
term of the specified project in order to remain a Hospital
Inspector of Record on the project. The Office shall rescind
approval of a Hospital Inspector of Record on a project if the
inspector does not comply with this provision.
Auchority: Ikallh and Salely Code SecUons 18929 and 129675-130070.
RcFcrcnct: FIcallh and Safely Code Section 129B25.
7-213. Monitoring of tlic hospital inspector of record^s per-
formance. When the Office determines that a Hospital Inspec-
tor of Record has violated a provision of these regulations or
that the inspector is not competently or adequately providing
inspection of a facility to ensure the hospital construction is in
compliance with the plans and specifications, the Office will
notify that inspector, the hospital governing board or authority,
and the architect and'or engineer in responsible charge. The
written notification will include the Office's findings, refer-
ence to the statute and/or regulation being violated, and state-
ment of the OfTice's intent to issue a "stop work" order unless
the violation ceases and is rectified immediately.
Auchority: I kallh and Safely Code Sections 1275, 127010, 127015, ]29(iS0
and I29S:5.
Reference: Heallh and Salely Code Seclionj; 129630, 129R25 and I2999S.
7-214. Suspension or revocation of certification. A Hospital
Inspector Certificate issued by the Office may be suspended or
revoked by the Office if the certificate holder misrepresents
any facts presented to the Office, pursuant to these regulations.
Aulhority: I leallh and Safely Code Sections 1275, 127010, 127015, 129(iS0
and I29S25.
Reference: Health and Safety Code Sections 1296S0 and I29S25.
7-215. Appeals.
(a) The applicant, candidate or certificate holder may submit
a wriilen request for an appeal within 60 days of any determina-
tion by the Office pursuant to this article and accompanied by a
detailed statement of reasons.
(b) The Deputy Director of the Office or designee shall
review the issue and when requested appoint a peer board of
appeals to hear the issue and recommend resolution. The Dep-
uty Director will review the recommendation and render a final
decision.
(c) The peer board of appeals shall consist of a minimum of
three Hospital Inspectors, one Regional Compliance Officer,
one Compliance Officer, one architect, one structural engineer
and one liospital representative.
{d)Theapplicant. candidate or certificate holder may appeal
the decision to the Hospital Building Safety Board, pursuant to
Section 7-159 of tliese regulations.
AulborilyiHealdi and SaSely Code Seclions 1275, 127010, 127015, 129680
and 129S25.
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2007 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE
SAFETY STANDARDS FOR HEALTH FACILITIES
Reference: Henllh and Safely Code Seclioiij; 129680 and I29S25.
HISTORY:
I. [OSIIPD 1'96) l^li^ Annual CDd^AdoplionCycIt will add Article 19.
of Part l,Tille24, C C.R. Filed wilh Ihe siccrelary of stale on March 4,
1997; effective Apri[ 3, 1997. Approved by (he California Building
Standards Commission on February 6, 1 997.
7-216. Veriflcation of citizenship or qualified alien status.
(a) All eligibility requirements contained herein shall be
applied without regard to the race, creed, color, gender, religion
or national origin of the individual applying for ihe public
benefit.
(b) Pursuant to Section 41 1 of the Personal Responsibility
and Work Opportunity Reconciliation Act of 1996 [Pub. L. No.
104-193 (PRWORA)],(SU.S.C.§ 1621 ), and notwithstanding
any other provision of this division, aliens who are not quali-
fied aliens, nonimmigrant aliens under the Immigration and
Nationality Acl(IN A) [SU.S.C.ij 1 1 S2(d) (5)] for less than one
year, are not eligible to receive certification as set forth in Arti-
cle 19, "Certification and Approval of Hospital Inspectors.'^
(c) A qualified alien is an alien who, at the time he or she
applies for the Hospital Inspector examination is, under Sec-
tion 43 1(b) of the PRWORA [8 U.S.C. §§ 1641(b) and (c)], any
of the following:
1. An alien lawfully admitted for permanent residence
under the INA (8 U.S.C. iji? 1101 etseq.).
2. An alien who is granted asylum under Section 208 of
theINA(8U,S.C, § 1158),
3. A refugee who is admitted to the United States under
Section 207 ofthe INA (8 U.S.C. § 1157).
4. An alien who is paroled into the United States under
Section 212(d)(5) ofthe INA [8 U.S.C. § 1182(d)(5)]
for a period of at least one year.
5. An alien whose deportation is being withheld under
Section 243(h) ofthe INA [8 U.S.C. § 1253(h)] (as in
effect immediately before the eiTective date of Section
307 of Division C of Public Law 104-208) or Section
241(b)(3) of such act [S U.S.C. S125l(b)(3)] [as
amended by Section 305(a) of Division C of Public
Law 104-208].
6. An alien who is granted conditional entry pursuant to
Section 203(a)(7) ofthe INA as in effect prior to April
1, 1980 [8 U.S.C. §1153 (a)(7)] (see editorial note
under 8 U.S.C. § 1101, "Effective Date of 1980
Amendment'*).
7. An alien who is a Cuban or Haitian entrant [as defined
in Section 501(e) ofthe Refugee Education Assistance
Act of 1980(8 U.S.C. § 1522 note)].
8. An ahen who meets all ofthe conditions of subpara-
graph A. B, C and D below:
A. The alien has been battered or subjected to e.\ireme
cruelly in the United Stales by a spouse or a parent,
or by a member of the spouse's or parent's family
residing in the same household as the alien, and the
spouse or parent ofthe alien consented lo, or acqui-
esced in, such battery or cruelty. Forpurposesof this
subsection, the term ^'battered or subjected to
extreme cruelty" includes, but is not limited to being
the victim of any act or threatened act of violence
including any forceful detention, which results or
threatens to result in physical or mental injury. Rape,
molestation, incest (if the victim is a minor) or
forced prostitution shall be considered acts of
violence.
B. There is a substantial connection between such bat-
tery or cruelty and the need for the benefits to be pro-
vided in the opinion of the Office of Statewide
Health Planning and Development. For purposes of
this subsection, the following circumstances dem-
onstrate a substantial connection between the bat-
tery or cruelty and the need for the benefits to be
provided:
(1) The benefits are needed to enable the alien to
become self-sufficient following separation
from the abuser.
(2) The benefits are needed to enable the alien to
escape the abuser and/or the community in
which theabuser lives, or to ensure the safety of
the alien from the abuser.
(3) The benefits are needed due to a loss of finan-
cial support resulting from the alien^s separa-
tion from the abuser.
(4) The benefits are needed because the battery or
cruelty, separation from the abuser, or work
absences or lower job performance resulting
from the battery or extreme cruelty or from
legal proceedings relating thereto (including
resulting child support, child custody and
divorce actions) cause the alien to lose his or her
job or to earn lessor to require the alien to leave
his or her job for safety reasons.
(5) The benefits are needed because the alien
requires medical attention or mental health
counseling, or has become disabled, as a result
ofthe battery or extreme cruelty.
(6) The benefits are needed because the loss of a
dwelling or source of income or fear of the
abuser following separation from the abuser
jeopardizes the alien's ability to care for his or
her children (e.g., inability to house, feed or
clothe children or to put children into a day care
for fear of being found by the abuser).
(7) The benefits are needed to alleviate nutritional
risk or need resulting from the abuse or follow-
ing separation from the abuser.
(8) The benefits are needed to provide medical care
during a pregnancy resulting from the abuser's
sexual assault or abuse of, or relationship with,
the alien and/or to care for any resulting
children,
(9) Where medical coverage and/or health care ser-
vices are needed lo replace medical coverage or
health care services the alien had when living
with the abuser.
2007 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE
133
SAFETY STANDARDS FOR HEALTH FACILITIES
C. The alien has been approved or has a petition pend-
ing which sets forth a prima facie case for;
(1) Status as a spouse or child of a United States cit-
izen pursuant to clause (ii). (iii) or (iv) of Sec-
tion 204(a)(1)(A) of the INA [8 U.S.C. Section
1154(a)(l)(A)fii),(iii)or(iv)],
(2) Classification pursuant to clause (ii) or (iii) of
Section 204(ii)( I )(B) of the INA [8 U.S.C\ Sec-
tion 1154(a)(l)(B)(ii)or(iii)],
(3) Cancellation of removal under 8 U.S.C. §
1229b as in effect prior to April 1, 1997,
(4) Status as a spouse or child of a United States cit-
izen pursuant to clause (i) of Section
204(a)(1)(A) of the INA [8 U.S.C.
§1154(a)(l)(A)(i)] or classification pursuant to
clause (i) of Section 204 (a)(1)(B) of the INA [8
U.S.C. §1 1 54(a)(l)(A)(i)] or classification pur-
suant to clause (i) of Section 204{a)( 1 )(B) of the
INA [8 U.S.C § 1 1 54(a)([)(B)(i)], or
(5) Cancellation of removal pursuant to Section
240A (b)(2) of the INA [8 U.S.C. § 1229(b)(2)].
D. For the period for which benefits are sought, ihe
individual responsible forthebatlery or cruelty does
not reside in the same household or family eligibility
unit as the individual subjected to the battery or
cruelty.
An ahen who meets all of the conditions of subpara-
graphs A. B. C, D and E below:
A. The alien has a child who has been battered or sub-
jected to extreme cruelty in the United Slates by a
spouse or a parent of the alien (without the active
participation of ihe alien in the battery or cruelty), or
by a member of the spouse's or parent's family
residing in the same household as the alien, and the
spouse or parent consented or acquiesced to such
battery cruelty. For purposes of this subsection, the
term "battered or subjected to extreme cruelty"
includes, but is not limited to. being the victim of
any act or threatened act of violence including any
forceful detention, which results or threatens to
result in physical or mental injury. Rape, molesta-
tion, incest (if the victim is a minor) or forced prosti-
tution shall be considered acts of violence.
B. The alien did not actively participate in such battery
or cruelty.
C. There is a substantial connection between such bat-
tery or cruelly and the need for the benefits to be pro-
vided in the opinion of the Office of Statewide
Health Planning and Development. For purposes of
this subsection, the following circumstances dem-
onstrate a substantial connection between the bat-
tery or cruelty and the need for the benefits to be
provided:
(1) The benefits are needed to enable the alien's
child to become self-sufficient following sepa-
ration from the abuser.
(2) The benefits are needed to enable the alien's
child to escape the abuser and/or the commu-
nity in which the abuser lives, or to ensure the
safety of the alien^s child from the abuser.
(3) The benefits are needed due to a loss of finan-
cial support resulting from the alien's child's
separation from the abuser.
(4) The benefits are needed because the battery or
cruelly, separation from the abuser, or work
absences or lower job performance resulting
from the battery or extreme cruelty or from
legal proceedings relating thereto (including
resulting child support, child custody and
divorce actions) cause the alien's child to lose
his or herjob or earn less or to require the alien's
child to leave his or her job for safety reasons.
(5) The benefits are needed because the alien's
child requires medical attention or mental
health counseling, or has become disabled, as a
result of the battery or extreme cruelty.
(6) The benefits are needed because the loss of a
dwelling or source of income or fear of the
abuser following separation from the abuser
jeopardizes the alien^s child's ability to care for
his or her children (e.g., inability to house, feed
or clothe children or to put children inlo a day
care for fear ofbeing found by the abu.ser).
(7) The benefits are needed to alleviate nutritional
risk or need resulting from the abuse or follow-
ing separation from the abuser.
(8) The benefits are needed to provide medical care
during a pregnancy resulting from the abuser's
sexual assault or abuse of, or relationship with,
the alien's child and/or to care for any resulting
children.
(9) Where medical coverage and/or health care ser-
vices are needed to replace medical coverage or
health care services the alien's child had when
living with the abuser
D. The alien meets the requirements of (c)8.C. above.
E. For the period for which benefits are sought, the
individual responsible for the battery or cruelty does
not reside in the samehousehold or family eligibility
unit as the individuai subjected to the battery or
cruelty.
10. An alien child who meets all of the conditions of sub-
paragraphs A, B or C below:
A. The alien child resides in the same household as a
parent who has been battered or subjected to
extreme cruelty in the United States by that parent's
spouse or by a member of the spouse's family resid-
ing in the same household as the parent and the
spouse consented or acquiesced to such batter or
cruelly. For purposes of this subsection, the term
""battered or subjected to extreme cruelty" includes,
but is not limited to, being the victim of any act or
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2007 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE
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threatened act of violence including any forcefbl
detention, which results or threatens to result in
physical or mental injnry. Rape, molestation, incest
(if the victim is a minor) or forced prostitution shall
be considered acts of violence.
B. There is a substantial connection between such bat-
tery or cruelty and the need for the benefits to be pro-
vided in the opinion of the Office of Statewide
Health Planning and Development. For purposes of
this subsection, the following circumstances dem-
onstrate a substantial connection between the bat-
tery or cruelty and the need for the benefits to be
provided:
(1) The benefits are needed to enable the alien
child's parent to become self-sufficient follow-
ing separation from the abuser.
(2) The benefits are needed to enable the alien
child's parent to escape the abuser and/or the
community in which the abuser lives, or to
ensure the safety ofthe alien child's parent from
the abuser.
(3) The benefits are needed due to a loss of fman-
cial support resulting from the alien child's par-
ent's separation from the abuser.
(4) The benefits are needed because the battery or
cruelty, separation from the abuser, or work
absences or lower job performance resulting
from the battery or extreme cruelty or from
legal proceedings relating thereto (including
resulting child support, child custody and
divorce actions) cause the alien child's parent to
lose his or her job or to earn lessor to require the
alien child's parent to leave his or her job for
safety reasons.
(5) The benefits are needed because the alien
child's parent requires medical attention or
mental health counseling, or has become dis-
abled, as a result of the battery or extreme
cruelty.
(6) The benefits are needed because the loss of a
dwelling or source of income or fear of the
abuser following separation from the abuser
jeopardizes the alien child's parent's ability to
care for his or her children (e.g., inability to
house, feed or clothe children or to put children
into a day care for fear of being found by the
abuser).
(7) The benefits are needed to alleviate nutritional
risk or need resulting from the abuse or follow-
ing separation from the abuser.
(S) The benefits are needed to provide medical care
during pregnancy resulting from the abuser's
se.xual assault or abuse of, or relationship with,
the alien child^s parent and/or to care for any
resulting children.
(9) Where medical coverage and/or health care ser-
vices are needed to replace medical coverage or
health care services the alien child's parent had
when living with the abuser,
C. The alien meets the requirements of 3H(3) above.
(d) For purposes of this section, ''nonimmigrant" is defined
the same as in Section 101(a)(15) of the INA [8 U.S.C. §
!101(a)(15)].
(e) For purposes of establishing eligibility for ""Certification
and Approval of Hospital Inspectors'' examination, as autho-
rized by Sections 1275, 127010, 127015, 1296S9 and 129S25
ofthe Health and Safety Code, all ofthe following must he met:
1. The applicant must declare himselfor herself to be a cit-
izen of the United States, a qualified alien under subsec-
tion (c), a nonimmigrant alien under subsection (d). or
an alien paroled into the United States for less than one
year under Section 212 (d)(5) ofthe INA [8 U.S.C. §
1182(d) (5)]. The applicant shall declare that status
through use of a form provided by the Office of State-
wide Health Planning and Development.
2. The applicant must present documents of a type accept-
able to the Immigration and Naturalization Service
(JNS) which serve as reasonable evidence ofthe apph-
cant's declared status. A fee receipt from the INS for
replacement of a lost, stolen or unreadable INS docu-
ment is reasonable evidence of the alien's declared
status.
3. The applicant must complete and sign the form pro-
vided by the Office of Statewide Health Planning and
Development.
4. Where the documents presented do not on their face
appear to be genuine or to relate to the individual pre-
senting them, the government entity that originally
issued the documents should be contacted for verifica-
tion. With regard to naturalized citizens and derivative
citizens presenting certificates of citizenship and
aliens, the INS is the appropriate government entity to
contact for verification. The Office of Statewide Health
Planning and Development should request verification
from the INS by filing INS Fonn G-845 with copies of
the pertinent documents provided by the applicant with
the local INS ofTice. If the applicant has lost his or her
original documents or presents expired documents or
is unable to present any documentation evidencing his
or her immigration status, the applicant should
be referred to the local INS ofTice to obtain the proper
documentation.
5. The type of documentation referred to the INS for veri-
fication pursuant to INS Fonn G-845 shall include the
following:
A. The document presented indicates immigration sta-
tus but does not include an alien registration or alien
admission number.
B. The document is suspected to be counterfeit or to
have been altered.
C. The document includes an alien registration number
in the A6 000 000 (not yet issued) or A80 000 000
(illegal border crossing) series.
2007 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE
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D. Tiie document is one of the following: an INS Form
l-181b notification letter Issued in connection with
an INS Fonn l-181b Memorandum of Creation of
Record of Pennanent Residence, an Arrival-Depar-
ture Record (INS Form (-94) or a foreign passport
stamped "PROCESSED FOR 1-551. TEMPO-
RARY EVIDENCE OF LAWFUL PERMANENT
RESIDENCE" that INS issued more than one year
before the date of application for the Hospital
Inspector Certification exam.
6. If the INS advises that the applicant has citizenship sta-
tus or immigration status which makes him or her a
qualified alien under the PRWORA, the INS verifica-
tion should be accepted. Ifthe INS advises that it cannot
verify thai the applicant has citizenship status or an
immigration status that makes him or her a qualified
alien, benefits should be denied and the applicant noti-
fied piu^suant to the Hospital Inspector Certification
Examination regular procedures of his or her rights to
appeal the denial of benefits.
(f) Pursuant to Section 434 of the PRWORA (8 U.S.C. §
1644), where the Office of Statewide Health Planning and
Development reasonably believes that an alien is unlawfully in
the state based on the failure of the alien to provide reasonable
evidence of the alien^s declared status, after an opportunity to
do so, said alien shall be reported to the Immigration and Natu-
ralization Service.
(g) Provided that the alien has completed and signed the
form provided by the Office of Statewide Health Planning and
Development under penalty of perjury, eligibility for the Hos-
pital Inspector Certification Examination shall not be delayed,
denied, reduced or terminated while the status of the alien is
verified.
(h) Pursuant to Secfion 432(d) of the PRWORA [8 LJ.S.C.
§1642 (d)]. a nonprofit charitable organization that provides
federal, state or local public benefits shall not be required to
detennine, verify or otherwise require proof of eligibility of
any applicant or beneficiary with respect to his or her immigra-
tion status or alienage.
(i) Any applicant who is determined to be ineligible pursuant
to subsections (b) and (e) or who was made eligible for the Hos-
pital Inspector Certification Examination, whose services are
terminated, suspended or reduced pursuant to subsections (b)
and (e). is entitled to an appeal, pursuant to Section 7-215 of
Article 19, Chapter 7. Part I.
.\ulhority: lleadh and Safely Code Seclions 1S929 and 129675 - 130070.
Reference: Heallh Safety Code SeclIonl29H25 and SU.S,C,§ 162 1.1641 and
1642.
ARTICLE 20
REPAIR OF EARTHQUAKE DAMAGE
7-300- Plan review and approval.
(a) All repair projects are subject to prior plan review, plan
approval and construction permit by the Office except as noted
in subsection (b).
(b) For emergency repairs carried out without the Office
plan review and permit the aftennath of an earthquake, an
application for plan review must be submitted with construc-
tion documents, fees and a letter of transmittal stating the rea-
sons for emergency repairs. Photographs, if available, and
reports of damage and repairs should also be submitted with the
application. Additional repairs may be required if the emer-
gency repairs do not comply with the code. For alternate fee
payment methodology, see Section 129787 of the Health and
Safety Code.
(c) Plan reviews for earthquake damage repairs will be per-
formed on a priority basis. The application for plan review
should clearly state that the scope of the project is to repair the
damage from the earthquake. Where possible, reviews will be
made over the counter
(d) Plan review fees shall be payable for all damage repair
projects per the following:
L L64 percent of estimated construction costs for hospi-
tals.
2. 1.50 percent of estimated construction cost for skilled
nursing facilities (SNF) or intermediate care facilities
(ICF).
3. For alternate fee payment methodology, see Section
129787 of the Heahh and Safety Code.
4. An examination fee where review of existing plans is
required. The fee will be calculated on a time and mate-
rial basis at the prevailing hourly rales applicable for the
review personnel.
(e) Office recommends predesign conference with archi-
tects/ engineers to resolve code issues relevant to the repair
projects.
Aulhority: lleadh and Saiely Code Seclion I29K50.
Rtftrtncc: Hcallh and Safely Code Sections 1297S5, 1297B7 and 129S20.
7-301. Appeals. The Hospital Building Safety Board shall act
as a board of appeals with regard to disagreements between the
Office and hospital/SNF'lCF authorities on interpreting the
repair policy or the establishment of the degree of damage.
(Section 7-159 of Administrative Regulations for the Office)
Aurhority: Heallh and Saiely Code Seclion 129850.
Reference: Henllh and Safely Code Seclion 129925.
7-302- Prc-1973 structures. These hospital buildings were
approved for construction by local building departments prior
to March 7, 1973.
{a) All structural repairs shall be made to conform to vertical
load requirements of the Caiijornia Building Cotic (CBC).
(b) Where lateral load resisting capacity of the building at
any level is reduced by 5 percent or less due to earthquake dam-
age, the repairs may be made with the same construction as
before, subject to structural detailing requirements of the CBC.
(c) Where lateral load resisting capacity of the building at
any level is reduced by more than 5 percent but not more than
10 percentdue to earthquake damage, the repairs shall be made
in accordance with Section 341 1 A J. 2. 2 of the CBC.
(d) Where lateral load resisting capacity of the building at
any level is reduced by more than 1 percent due to earthquake
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SAFETY STANDARDS FOR HEALTH FACILITIES
damage, the repairs shall be made such that the primary struc-
tural system and the seismic bracing of other components and
systems shall conform to the requirements of Section
341LA,3.2,3oftheCBC
(e) Where earthquake repairs consist of alterations which
involve removal of one or more entire stories, pennission for
repairs will be granted if lateral load resisting capacity of the
remaining structure is not reduced (Section 341 lA. 3. 2. 4,
CBC).
(f) Repair/reconstruction of structures should comply with
the design and detailing requirements of engineering materials
stated in Chapters 19 A, 20, 21 A, 22 A and 23 as applicable and
applicable fire-resistive requirements of the CBC.
(g) Epoxy injection repairs shall require submittal of backup
information per Section 104.11, Appendix Chapter 1 of the
CBC.
(h) Repair ofdamage to seismic anchorage of equipment and
nonstructural items shall comply with Section 3403A.2.3 of
the CBC.
Auchority: Heallh and Safely Code Seclion L29K50.
Rcfereace: Health and Safety Code Section 129725.
7-303- Post-1973 structures. These hospital structures were
approved for construction by the Office of the State Architect
or Office after March 7. 1973. They are also referred to in the
regulations as approved existing buildings.
(a) Repairs to the damage shall be made to restore the load
carrying capacities of the affected elements per Section
34I1A.3.1 of the CBC.
(b) Repairof damage to seismic anchorage of equipment and
nonstructural items shall comply with Section 3403A.2.3 of
the CBC.
Aurhority: lleallh and Salely Code Seclion L29850.
Reftrtnct: Health and Safety Code Section 129725.
7-304, Type V Single-story SNF or ICR
(a) All structural repairs shall be made to conform to vertical
load requirements of the CBC.
(b) Repair of damage of seismic anchorage of equipment
shall comply with the CBC.
(c) Where damage has reduced the lateral load capacity by
more than 10 percent in any one line of the lateral force resist-
ing system in the building, repairs ofstructural elements shall
conform to Section 3403.2.3 of the CBC.
Auchority: Heahb and Safety Code Seclion 1 29850.
Rertrtnce: fleaitlt and Safely Code Section 129S75.
7-305. .All hospital buildings.
(a) Where architectural, mechanical, electrical, fire and life
safety systems and components damaged by the earthquake are
to be replaced, new systems and components shall comply with
the current applicable Title 24 codes where practicable in con-
sultation with the OfTice.
(b) Where the repairs to earthquake damage are required in
accordance with Seclion 7-302 or 7-303, hospital facilities may
reopen, after temporary repairs, for a limited period of time
subject to the following:
1. Temporary rcpairs:The hazard resulting from dam-
age to the facility is abated and the facility is at
least restored to its pre-earthquake condition or its
equivalent.
2007 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE
2. Permanent rcpairs/rctrofitiThe hospital successfully
negotiates with theOffice a time bound plan for the per-
manent rep airs /retro fit of the damaged facilities
required by these regulations.
Aulbority: Ikallh and Salely Code Seclion 129850.
Reference: Henllh and Safely Code Sections 129725 and I29S20.
HISTORY:
1. lOSEtPD/EF 1/91) Emergency order by LheOfl1ceolSlalewLdeHeall.h
Planning and Developmeni lo amend Seclion 7-133, Pan I, Tille 24.
California Code of Regulalion?. Filed a? an emergency order with (he
secretary of slale September 25. 1991; effective September 25, 1991.
Approved 35 an emergency by ihe California Buildmg Standards Com-
mission on September 20, 1991.
2. 10SIIPD.EF 1/91) Permanentorderby Ihe Office of Statewide Heallh
Planning and Developmeni to amend Section 7-133, Part I, Title 24,
California Code oi' Regulations. Filed as a permanent order wilh the
secretary of state February 25. 1992; effective September 25, 1991.
Approved a? an emergency by the California Building Standards^ Com-
mission on February 24. 1992.
3. (OSItPD.EF 1/92) Emergency order by the Office of Statewide Health
Planning and Development to amend Sections 7-111 and 7-191. Part 1,
Tille 24, California Code of Regulations Filed a? an emergency order
with the secretary of slate September I, 1992: effective September 1.
1992. Approved as an emergency bv the California Building Standards
Commission on August 27, 1992.
4. 10SI IPD. EF ] /92. permanent) Emergency order by the Office of State-
wide Heallh Planning and Developmeni to amend Sections 7-1 1 1 and
7-191, Pari I, Title 24, California Code of Regulations. Filed as a per-
manent order with the secretary of slate on March 9, 1993: effective
March 9, 1993 Approved as a permanent order by the California Build-
ing Standards Commission on March 5, 1993.
5. lOSIIPD.EF 1.95)Emergency order by Ihe Office of Statewide Health
Planning and Development to add Sections 7-300 through 7-305, Pari
1, Title 24, California Code of Regulations. Filed as an emergency
order with the secretary of stale on September S, 1995; effective Sep-
tembers, 1995. Approved as an emergency by Ihe California Building
Standards Commission on September 7. 1995.
6. (OSIIPD.EF ]/95,permanenU Emergency orderby the Ofllce of State-
wide Heallh Planning and Developmeni to add Sections 7-300 through
7-305, Part I, Tille 24, California Code of Regulations. Filed as a per-
manent order with the secretary of slate on November 30. 1995. Since
there were no changes, effective dale remains September E, 1995.
ARTICLE 21
PLAN REVIEW, BUILDING INSPECTION AND
CERTIFICATION OF SURGICAL CLINICS,
CHRONIC DIALYSIS CLINICS AND
OUTPATIENT SERVICES CLINICS
7^2100. Scope of responsibilities.
(a) Except as otherwise provided in these regulations, a city
or county building jiirisdiciion shall be responsible for plan
review and building inspection of new construction or alter-
ation of clinic facilities specified in 7-2100 (a) (I), (2), (3) and
(4) and shall also provide certification that the clinic facilities
identified in 7-2100 (a) (I ), (2) and (3) are in conformance with
the applicable clinic provisions in the latest edition of the Cali-
furniii Bifikling Suindards Code. For clinic facilities identified
in 7-2100 (a) (1 ), (2) or (3), construction or alteration shall
include buildings converted to the specific purpose.
1. Surgical clinic as defined in Health and Safety Code.
Section 1204(b)(1).
2. Chronic dialysis clinic as defined in Health and Safety
Code. Section 1204(b)(2).
3. Surgical and/or chronic dialysis clinic building which is
freestanding from a building where hospital services
are provided and as defined in Health and Safety Code.
Section 129725 (b) (1 1.
JANUARY 1, 2008 SUPPLEMENT
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SAFETY STANDARDS FOR HEALTH FACILITIES
4. Any building where iiospiial outpatient clinical ser-
vices are provided that is freestanding from a hospital
building, as defined in Health and Safety Code. Section
129725 (a), except those buildings identified in 7-2100
(a)(3).
(b) The city or county shall not establish or apply building
standards for the construction or alteration of hospital licensed
freestanding clinics, as described in Section 7-2100 (a) (3) and
(4), which are more restrictive or comprehensive than compa-
rable building standards established or applied to clinic facili-
ties which are not hospital licensed pursuant to Health and
Safety Code, Chapter 1 (commencing with Section 1200) of
Division 2.
Aurhontj: ll^allh and Salely Code Seclions 18929 and 129675-130070.
Reference: Hcallh and Safely Code Section 129SR5.
7-210L Surgical clinic and clironic dialysis clinic project
submittal to Mic local building jurisdiction.
(a) The governing authority or owner of a clinic, as
described in Section 7-2100 (a) 1 and 2, shall submit construc-
tion plans to the city or county, as applicable, for plan review,
building inspection and certification. Certification by the local
building Jurisdiction shall indicate that the project clinic is in
conformance with the applicable clinic provisions in the latest
edition of the Ctilifoiuki Bitildlng SUimituds Code.
Exception: NotwithstandingSection7-2 1 00(a)(I)and(2),
the governing authority or owner may request the Office to
perform the plan review and certification, pursuant to Sec-
tion 7-2102.
(b) Upon the clinic's initial submittal of project plans, the
city or county shall advise the governing authority or owner, in
writing, of its decision that plan review services will either
include certification or not include certification.
{c)lf the city or county indicates to the governing authority
or owner that it will include certification with plan review of
the specified clinic project, the city or county shall:
1. Review plans to all applicable provisions in the latest
edition of the Califonua Building Standards Code and;
2. Provide written certification to the applicant within 30
days of completion of construction thai the applicable
clinic provisions have been met.
(d) If the city or county indicates to the applicant that it will
not include certification with plan review ofihe specified clinic
project, the city or county shall review the plans to the provi-
sions of the latest edition of the California Building Standards
Code^ excluding the clinic provisions. The governing authority
or owner shall also submit the following items to the Office:
i. A completed application, design plans and specifica-
tions for the clinic project, pursuant to Section 7-113,
and;
2. A fee. pursuant to Section 7-2106.
(e) The Office shall review the plans and specifications to
detenninewhetherornot the clinicproject meets the applicable
clinic provisions in the latest edition of the Culiforniu Bidlding
Standards Code.
(f) Upon completion of plan review and receipt of all appli-
cable fees, the Office shall provide the clinic applicant with
136
JANUARY 1, 2008 SUPPLEMENT
written certification that the project design plans and
specifications meet the clinic provisions in the latest edition of
the California Building Standards Code.
(g) Building construction inspection for the clinic project
shall be performed by the local jurisdiction.
7-2102- Request for Ihc oflicc to provide plan review for
surgical clinics and chronic dialysis clinics.
(a) If the governing authority or owner of a clinic, as
described in Section 7-2100 (a) ( 1} or (2), elects to request the
Oflice to provide plan review ser\'ices for a clinic project, in
lieu of the city or county, the request shall be submitted to the
Office in writing. The Office will consult with the applicable
local building jurisdiction prior to acceptance or nonaccep-
tance of the plan review request and subsequently notify the
clinic, in writing, of its decision.
(b) If the Office agrees to provide plan review and certifica-
tion services for the governing authority or owner, the appli-
cant shall submit the following items to the Office:
[. A completed application, design plans and specifica-
tions for the clinic project, pursuant to Section 7-113,
and;
2. A fee. pursuant to Section 7-2106.
(c) The Office shall review the plans to all applicable provi-
sions in the latest edition of the California Building Standards
Code.
(d) Upon completion of plan review and receipt of all appli-
cable fees, the Office shall provide the applicant with written
certification that the project design plans and specifications
meet the applicable clinic provisions in the latest edition of the
California Building Sloudords Code.
(e) Building construction inspection for the project clinic
shall be performed by the local building jurisdiction. There-
fore, the governing authority or owner shall submit to the city
or county applicable project documents required for these
building inspection services.
7-2103. Hospital outpatient services clinic project
submittal to local building jurisdiction.
(a) The hospital governing authority or owner of a freestand-
ing outpatient services clinic, as described in Section 7-2100
(a) (3) or (4). shall submit construction plans to the city or
county, as applicable, for plan review and building inspection,
pursuant to this section or may request the Office to perform
plan review and building inspection, pursuant to Section
7-2104. Certification by the local building jurisdiction that the
project clinic is in conformance with the applicable clinic pro-
visions in the latest edition of the Culiforniu Building Stan-
dards Code is also required for clinics described in 7-2100 (a)
(3).
(b) If the hospital governing authority or owner of a clinic, as
described in Section 7-2100 (a) (3), initially submits clinic
plans to the city or county for plan review, the city or county
shall respond to the clinic owner, in writing, stating its decision
of whether or not the plan review will include certification.
(c) If the city or county indicates to the hospital governing
authority or owner that it will include certification with plan
review of the specified clinic project, the city or county shall:
2007 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE
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SAFETY STANDARDS FOR HEALTH FACILITIES
L Review plans to all applicable provisions in the latest
edition of the Caiifornkt Building Stanchtrds Code and;
2. Provide written certification to the applicant within 30
days of completion of construciion thai the applicable
clinic provisions have been met.
(d) If the city or county indicates to the hospital governing
authority or owner that it will not include certification with
plan review of the specified clinic project, the city or county
shall review the plans to the provisions of the latest edition of
the Cuii/brnrn Building Standards Code, excluding the clinic
provisions. The applicant shall also submit the following items
to the OfTice:
\. A completed application, design plans and specifica-
tions for the clinic project, pursuant to Section 7-1 13,
and;
2. A fee, pursuant to Section 7-2106.
(e) The Office shall review the plans and specifications for
certification to detennine whether or not the clinic project
meets the applicable clinic provisions in the latest edition of the
Cidijorniu Building Slnndnrds Code.
(f) Upon completion of plan review and receipt of all appli-
cable fees, the OfTice shall provide the clinic applicant with
certification that the project design plans and specifications
meet the applicable clinic provisions in the latest edition of the
California Building Standards Code.
(g) Building construction inspection for the project clinic
shall be performed by the local building jurisdiction.
7-2104. Plan review and building inspection by the ofHce
for hospital outpatient services clinics.
(a) The hospital governing auihoriiy, as described in Section
7-2100 (a) (3) or (4), may request that the Office perform plan
reviewandbuildinginspectionforacluiicproject, inlieuof the
city or county performing these ser\'ices. This request shall be
submitted to the Office in writing.
(b) The Office shall perform the requested plan review and
building inspection services when the hospital governing
authority submits the following items to the Office:
L A completed application, design plans and specifica-
tions for the clink project, pursuant to Section 7-1 13;
and
2. Afee, pursuant to Section 7-2106.
(c) For clinic facilities described in Section 7-2100 (a) 0}>
upon completion of the building construction and receipt of all
applicable fees, the OfTice will provide certification that the
plans and construction comply with the applicable provisions
in the California Building Standards Code.
(d) Aclinic building which has been accepted by the Office,
pursuant to paragraph (a)of this section, shall remain under the
jurisdiction of the Office for plan review and building inspec-
tion of any subsequent alterations, unless the hospital govern-
ing authority or owner submits written notification to the
OfTice. requesting the applicable city or county building juris-
diction to conduct plan review and building inspection for sub-
sequent construction projects of the specified clinic.
Aulhority: lleadh and Safely Code Seclions 13129 and 129675-130070
RcFcrcnct: FIcallh and Safely Code Section 129SS5.
7-2105. ^'Hospital Building'^ dcsignalion of a freestanding
hospital-owned clinic.
(a) A building which is under the Office's jurisdiction, pur-
suant to Section 7-2104 (d) may be designated as a ^'hospital
building'' by the hospital governing authority or owner imder
the following conditions:
1. The hospital governing authority or owner submits
written notification to the Office indicating the determi-
nation to designate the building as a "hospital building"
and;
2. The subject building remains under the jurisdiction of
the Office for plan review and building inspection.
(b) A building designated as a 'liospital building,'^ pursuant
to Section 7-2 105 (a), shall be reviewed and inspected to verify
compliance with the standards and requirements for a hospital
building, as defined in Health and Safely Code, Part 7, Chapter
K (commencing with Section 129675).
7-2106- Fees for review of specified clinics.
(a) Fees for plan review services of clinic buildings
described in Section 7-2 100 (a) K2 and 3, shall be in an amount
not to exceed the actual cost of performing the services.
Exception: When the Office accepts a request from the hos-
pital governing authority or owner to perfonn plan review
and building inspection services for those buildings
described in Section 7-2100 (a) 3, the fee requirements of
Section 7-133 (a)( 1) which apply to hospital buildings shall
also apply to the project building.
{b) When the Office accepts a request from the hospital gov-
erning authority or owner to perfonn plan review and building
inspection services for those buildings described in Section
7-2100 (a) (4). the fee requirements of Section 7-133 (a) (1)
whichapply to hospital buildings shall also apply to the project
building.
(c) Fees shall be paid as follows:
1. A nonrefundable filing fee of S250.00shall accompany
the application for plan review. This filing fee will be
applied toward the total fees due for the project.
2. After a preliminary review of the required documents
received and determination of the services to be per-
formed, the Office will provide an estimate of the total
review fee due based on costs to be incurred.
3. The applicant shall submit payment ofthe estimated fee
prior to start ofthe plan review and building inspection
services.
4. If during the review/inspection process it appears that
actual costs will exceed the estimate by more than five
percent (5%), the applicant will be infomied that addi-
tional fees, not to exceed the actual cost will be due and
payable immediately upon project completion.
5. All applicable fees for a completed project shall be paid
prior to certification by the Office.
Authority: lleallh and S ale ly Code Seclions 18929 and 129675-130070.
Reference: Heallh and Safely Code Seclion 129SS5,
7-2107, Fee refund,
(a) Upon written request from the applicant, a fee refund
may be issued pursuant to this section.
2007 CALIFORNIA BUILDING STANDARDS ADMIfJISTRATIVE CODE
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SAFETY STANDARDS FOR HEALTH FACILITIES
1. The written request must be submitted to the office
within:
a. One year of the date of written certification of com-
pliance with the applicable clinic provisions.
b. One year of the date the project is withdrawn by the
applicant.
c. The time limits specified in Section 7-134 forbuild-
ingis} as described in Section 7-2104.
2. No refund shall be issued before written certification is
provided, or the project is withdrawn or closed.
3. Refunds shall be exclusive of the S250 filing fee.
4. Refunds shall he calculated pursuant to Section
7-2[07(b).(c)or{d).
(b) Fees paid for a project, involving a building(s) as
described in Section 7-2100(a)(l), (2) or (3), which exceed the
actual cost for perfonning plan review and inspection services
by more than five percent (5%), shall be refunded by the
Office.
Exception: Refunds for building(s) described in Section
7-2104 shall be calculated pursuant to the applicable
requirements of Section 7-134.
(c) If an applicant withdraws a project that has been submit-
ted to the Office for plan review ofabuilding(s), as described in
Section 7-2100 (a) (I), (2) or (3). the unexpended balance of
fees paid to the Office for actual cost of plan review services
provided shall be refunded to the applicant.
Exception: Refunds for huilding(s) described in Section
7-2104 shall be calculated pursuant to the applicable
requirements of Section 7-134.
(d) If an applicant requests a refund of fees for a project that
has been submitted to the Office for plan review and building
inspection, as described in Section 7-2IOO(a) (4). a lee may be
refunded to the applicant pursuant to the applicable require-
ments of Section 7-134.
Autbority: Heallh and Safely Code Seclions 1226, 1K929 and
12967^-130070.
Reference: Hcakh and Safety Code Seclion 129SS5.
140 2007 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE
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SAFETY STANDARDS FOR HEALTH FACILITIES
HISTORY NOTE APPENDIX FOR CHAPTER 7
Administrative Regulations for the
Office of Statewide Health Planning and Developmenl
(Title 24* Part 1* California Code of Regulations)
The format of the history notes has been changed to be consis-
tent with the other parts of the CaHfomiu Building Standards
Code. The history notes for prior changes remain within the
text of this code.
L (OSHPD |/Q7)Regubrorderhy the Office ofStatewide
Health and Planning and Development to amend Chapters 6
and 7 as a result of SB 1953. Filed at the secretary of state on
March 25, 1998: effective March 25, 1998. Approved by the
California Building Standards Commission on March 18,
1998.
2. (OSHPD-EF 1/98) Emergency order by the Office of
Statewide Health Planning and Developmentto adopt adminis-
trative regulations specific to Hospital Inspector Citizen-
ship/Alien Certification. Filed at the secretary of state on
March 25. 1998; effective March 25, 1998. Approved by the
California Building Standards Commission on March 18,
1998.
3. BSC 1997 Triennial Code Adoption Cycle (OSHPD
1/97, OSHPD 2/97, OSHPD 3/97). Approved by the California
Building Standards Commission on May 6, 1998. Filed at the
secretary of state's office on September 29, 1998, effective
October 29, 1998.
4. Erratum to correct printing errors. Correction to Section
7-101 to change the date of the Alfred E. Alquist Actto 1983.
Correction of grammatical error in Section 7-111. Publication
date February 15,2001.
5. (OSHPD 9/99) Testing, Inspection, and Observation Pro-
gram. Various sections in Chapter 7. Approved as submitted by
the California Building Standards Commission on May 24,
2000. Filed with the Secretary of State on June 8, 2000, effec-
tive July 7, 2000.
6. (OSHPD 10/99) Filing Fee/Personal Knowledge Veri-
fied Reports. Amend Sections 7-103, 7-111, 7-113, 7-133,
7-151. Approved as submitted by the California Building Stan-
dards Commission on May 24, 2000. Filed with the Secretary
of State on June 8, 2000, effective July 7, 2000.
7. (OSHPD 3/99) Class C Hospital Inspector. Amend Sec-
tions 7-200, 7-204, 7-206. Approved as submitted by the Cali-
fornia Building Standards Commission on May 24, 2000. Filed
with the Secretary of Slate on June 8, 2000, effective July 7,
2000.
8. (OSHPD 01/01) 7-115 Preparation of Plans and Specifi-
cations. 7-152 Supplantation of an Architect, Engineer or
Inspector of Record, Special Inspector or Contractor.
Approved as submitted by the California Building Standards
Commission on September 25, 2001. Files with the Secretary
of State on November 6, 2001, effective December 6, 2001.
9. October 1, 2002 Errata adding Number 8 above.
10. (OSHPD EF 01/02) Amend Chapter 6 and 7 of Part 1.
Approved as emergency by the California Building Standards
Commission on January 1 5, 2003, and filed with the Secretary
of State on January 16, 2003. Effective January 16, 2003.
11. (OSHPD 4/02) Chapter 7, amend various sections.
Safety Standards for Health Facilities. Article 3, Section 7- 125,
Final Review of Plans and Specification. Article 3, Section
7-129, Time Limitations for Approval. Article 4, Section
7-135, Time of Beginning Construction. Article 4, Section
7-141, Administration of Construction. Article 4, Section
7-l55,Final Approval of the Work. Article 19, Section 7-203,
Applying for the Certification Examination. Article 21, Sec-
tion 7-2100 through 7-2106, Scope of Responsibilities.
Approved by the Building Standards Commission on May 14,
2003 and effective June 13,2003.
12. (OSHPD EF 01/02) Amend Chapters 6 and 7 of Part 1.
Approved as permanent emergency by the California Building
Standard.s Commission. Permanent approval on May 14,2003.
Certification of Compliance filed with ihe Secretary of State on
May 15,2003. Effective January 16,2003.
13. (OSHPD 01/04) Amend Chapter6, Article 1 for change
in Seismic Performance Category nonconforming building.
Amend Chapter 7, Article 3 for plan review. Article 4 for con-
struction inspection. Article 5 for appeals to the Hospital
Building Safety Board, Article 6 for contract services. Article
19 for certification of hospital inspectors, and Article 21 for
fees for review of specified clinics. Filed with Secretary of
State on May 23, 2006, and effective on the 30th day of filing
with the Secretary of State.
14. (OSHPD 01/06) Amendments to administrative stan-
dards for the review and construction of health facilities: prep-
aration of plans and specifications. Hospital Inspector
certification, and plan review and inspection of outpatient clin-
ics. Filed with the Secretary of State on February 15, 2007, and
effective 30 days thereafter.
15. (OSHPD EF 01/07) Amend Title 24, Part I, Chapter 7,
Article 1 , Article 2, Article 3, Article 20. Approved by the Cali-
fornia Building Standards Commission on July 1 9, 2007. Filed
with Secretary of Stale on July 20, 2007, effective on July 20,
2007.
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CHAPTER 8
ADMINISTRATIVE REGULATIONS FOR THE
DEPARTMENT OF HEALTH SERVICES (DHS)
ARTICLE 1
PUBLIC SWIMMING POOLS
8-100. Plans and specifications.
(a) A person proposing lo construct, reconstruct or alter a
swimming pool or auxiliary structure or equipment shall sub-
mit legible plans and specifications to the enforcing agent for
review and written approval pdorlocommencingtlie work and
in advance of tlie issuance of any building, plumbing or electri-
cal permit.
(b) Plans submitted for approval pursuant to this section
shall be drawn to a scale of I centimeter equals 0.48 meters { U
inch equals 1 foot), except that plans for spa pools shall be
drawn to a scale of I centimeter equals 0.12 meters {I inch
equals 1 foot).
(c) The enforcing agent may require the submission of such
additional information as may be required to determine the
compliance of plans and specifications submitted for approval.
(d) Within 30 days of the receipt of plans and specifications,
the enforcing agent shall notify the person submitting the plans
and specifications of their approval or disapproval.
Aulhority: lleadh and Safely Code Seclions 20S and 24102.
Reference: Heallh and Safely Code Section 24101.1.
S-IOL Construction.
(a) Swimming pools shall be constructed, reconstructed or
altered in compliance with plans approved pursuant to Section
8-100, unless written approval of variance from such plans is
obtained from the enforcing agent.
(b) Swimming pools shall confonn to the requirements of
Chapter 90, Part 2. Title 24, California Code of Regulations.
Aulfaorily: Healtli and Safely Code Seclions 20S and 24102.
Reference: Henllh and Safely Code Section 2410KK
ARTICLE 2
RETAIL FOOD ESTABLISHMENTS
S-200. Adoption of the most recent edition of the Viuform
Alechttiikiil Cade. Chapter 5. Part 2, Tiile24, California Code
of Regulations, shall be the commercial hood and kitchen ven-
tilation standards for retail food establishments as defined in
Title 17. California Code of Regulations, Section 12100 (a).
Au(hQrity:HeflllhandSflfely Code Sections20a, 28694,28694. 5 and2SB63.
Reference: Flealth and Safely Code Sections 2S196. 2S54? and 2SS:i6.
HISTORY:
I. New Article 10.4 (Sections 13670-13671) filed 9-1 S-KOielfeclive ihir-
tielh day IhereailerfRegisrlerSO. No. 3S).
8-201. Building plan approval.
(a) Building plans for new construction or remodeling of
kitchen ventilation systems in retail food establishments shall
be submitted for review and approval to either the local health
officer or a duly authorized registered sanitarian.
(b) Construction or installation shall not begin without prior
written approval that the building plan complies with the
requirements of Section 8-200.
AurhorityiHeallh and Sately Code Sections 20S.2S694. 28694. 5 and 2SS63.
Reference: I leallh and Safely Code Seclions 2S 196. 28545, 2SS26 and 28865.
ARTICLES
ORGANIZED CAMPS
8-300. Building structures.
(a) Plans and specifications shall be approved by the local
enforcing agency prior to start of any construction.
(b) Every building or structure shall be designed and con-
structed in accordance with the Ciilijbniiii Bu'iUHug Code. Part
2, Title 24. California Code of Regulations and Section 19150
of the Health and Safety Code.
(c) Every building or structure shall be inspected during its
construction. Upon completion of construction, the person,
firm or corporation responsible for its design, shall certify in
writing to the local enforcing agency that the building or struc-
ture was. in fact, constructed in accordance with the approved
plans and specifications therefor.
(d) Nothing in this section shall prohibit the Department of
Health Services or local enforcing agency, from contracting
with the OfTice of the State Architect of the Department of Gen-
eral Services or any private or other governmental agency for
the review of design and performance of inspection of con-
struction of camp buildings and structures, in accordance with
the provisions of this section.
.\ulhorily: lleadh and Safely Code Seclions 20S and 18397.2.
Rcferenee: Heallh and Safely Code Sections lSS97,Zflnd lS944(a).
HISTORY:
I. Amendment filed 3-5-71: eflective Ihirliedi day ihereafler. Approved
bv Slale Building Standards Commission 2-26-71 (Register 71. No.
lb).
1. Amendment filed 1 1-2S-S0: effective tliirlielh day thereafter (Regisler
SO, No. 4B).
3, Amendment Filed 4-2S-S6; effeclive thirtlelli day thereafter (Regi&ter
B6. No. IB).
ARTICLE 4
HOSPITALS
S-'400. Alterations to existing buildings or new construc-
tion.
(a) Alterations to existing buildings licen.sed a.s hospitals or
new constructions shall be in conformance with Chapter 4A,
Part 1, TitJe 24, California Code of Regulations.
(b) Hospitals licensed and in operation prior to ihe effective
date of changes in these regulations shall not be required to
institute corrective alterations or construction to comply with
such changes except where specifically required or where the
2007 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE
143
ADMINISTRATIVE REGULATIONS FOR THE DEPARTMENT OF HEALTH SERVICES (DHS)
Department determines that a definite hazard to health and
safety exists. Any hospital for which preliminary or working
drawings and specifications have been approved by the
Departmentprior to the effective date of changes to these regu-
lations shall not be required to comply with such changes pro-
vided substantial, actual construction is commenced within
one year after the effective date of such changes.
S-40L Application for arcliitectural plan review.
(a) Drawings and specifications for alterations to existing
buildings or new construction shall be submitted to the Depart-
ment for approval and shall be accompanied by an application
for plan review on forms furnished by the DeparimenL The
application shall:
1 . Identify and describe the work to be covered by the plan
review for which the application is made.
2. Describe the land on which the proposed work is to be
done, by lot, block, tract or house and street address or
similar description that will readily identify and defi-
nitely locate the proposed building or work.
3. Show the present and proposed use or occupancy of all
parts of the building or buildings.
4. State the number of square meters (feet) of floor area
involved in new construction and in alterations.
5. Give such other information as may be required by the
Department for unusual design circumstances.
6. Be signed by the person designing the work or the
owner of ihe work.
(b) The application for plan review shall also inciude a writ-
ten statement that a description of the proposed work has been
submitted to the Area Comprehensive Health Planning Agency
approved by the State Advisory Health Council pursuant to
Section 437,7 oftheHeaUh and Safety Code.
ARTICLE 5
ACUTE PSYCHIATRIC HOSPITALS
S'SOO. Alterations to existing buildings or new construc-
tion.
(a) Alterations to existing buildings licensed as hospitals or
new construction shall be in conformance with Chapter 4A.
Part 2, Title 24, California Code of Regulations.
(b) Hospitals licensed and in operation prior to the effective
date of changes in these regulations shall not be required to
institute corrective alterations or construction to comply with
such changes except where specifically required or where the
Department determines that a definite hazard to health and
safety exists. Any hospital for which preliminary or working
drawings and specifications have been approved by tbe
Departmentprior to the efTective date of changes to these regu-
lations shall not be required to comply witb such changes pro-
vided substantial, actual construction is commenced within
one year after the effective dale of such changes.
8-50L Application for plan review.
(a) Drawings and specifications for alterations to existing
buildings or new construction shall be submitted to the Depart-
ment for approval and shall be accompanied by an application
for plan review on forms furnished by the Department. The
application shall:
1. Identify and describethe work to be covered by the plan
review for which the application is made.
2. Describe the land on which the proposed work is to be
done, by lot, block, tract or house and street address or
similar description that will readily identify and defi-
nitely locate the proposed building or work.
3. Show the present and proposed use or occupancy of all
parts of the building or buildings.
4. State the number of square meters (square feet) of fioor
area involved in new construction and in alterations.
5. Give such other infonnation as may be required by the
Department for unusual design circumstances.
6. Be signed by the person designing the work or the
owner of the work.
(b) The application for plan review shall also include a writ-
ten statement tbat a description of the proposed work has been
submitted to the Area Comprehensive Health Planning Agency
approved by the State Advisory Health Council pursuant to
Section 437.7 of the Health and Safety Code.
ARTICLE 6
SKILLED NURSING
S-600. Alterations to existing buildings or new construc-
tion.
(a) Alterations to existing buildings licensed as skilled nurs-
ing facilities or new construction shall be in conformance with
Chapter 4A, Part 2, Title 24, California Code of Regulations
and requirements of the Slate Fire Marshal.
(b) Facilities licensed and in operation prior to the effective
dale of changes in construction regulations shall not be
required to institute corrective alterations or construction to
comply with such new requirements except where specifically
required or where the Department determined in writing that a
definite hazard to health and safety exists. Any facility for
which preliminary or working drawings and specifications
have been approved by the Department prior to the effective
date of changes to construction regulations shall not be
required to comply with such new requirements provided sub-
stantial actual construction is commenced within one year of
the efTective date of such new requirements.
(c) All facilities shall maintain in operating condition all
buildings, fixtures and spaces in the numbers and types as spec-
ified in the construction requirements under which the facility
or unit was first licensed.
Auchority: Ikallh and Salely Code SecUons 20B (a) and 1275.
RtTcrcnpc: Health and Safety Code Section 1276.
ARTICLE?
INTERMEDIATE CARE FACILITIES
8-700. Safety^, zoning and building clearance.
(a) Architectural plans shall not be approved and a license
shall not be originally issued to any intermediate care facility
which does not conform to these requirements or other state
144
2007 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE
ADMINISTRATIVE REGULATIONS FOR THE DEPARTMENT OF HEALTH SERVICES fDHS)
requirements on seismic safety, fire and life safety, and envi-
ronmental impact, and to local fire safety, zoning and building
ordinances, evidence of which shall be presented in writing to
the Department.
(b) It shall be the responsibility of Ihe licensee to maintain
the intermediate care facility in a safe structural condition. If
the Deparimem determines in a written report submitted to the
hcensee that an evaluation of the structural condition of an
intermediate care facility building is necessary, the licensee
may be required to submit a report by a licensed structural engi-
neer which shall establish a basis for eliminating or correcting
the structural conditions which may be hazardous to occupants.
(c) The facility shall meet the seismic safety requirements, if
any. prescribed by Section 15001 of the Health and Safety
Code.
8^701. AlteratioDS to existing buildings or nc^v coDstruc-
tion.
(a) Alterations to existing buildings licensed as intermediate
care facilities ornew construction shall be in conformance with
Chapter 4A. Part 2. Title 24, California Code of Regulations.
(b) Intermediate care facilities licensed and in operation
prior to the effective date of changes in construction regula-
tions shall not be required to institute corrective alterations or
construction to comply with such new requirements except
where specifically required or where the Department deter-
mines that a definite hazard to health and safety exists. Any
intermediate care facility for which preliminary or working
drawings and specifications have been approved by the
Department prior to the effective date of changes to construc-
tion regulations shall not be required to comply with such new
requirements provided substantial actual construction is com-
menced within one year of the effective date of such new
requirements.
(c) All intermediate care facihties shall maintain in operat-
ing condition all buildings, fixtures and spaces in the numbers
and types as specified in the construction requirements under
which the intennediate care facility or unit was first licensed.
S-702. Application for plan review.
(a) Drawings and specifications for alterations to existing
buildings or new construction shall be submitted to the Depart-
ment for approval and shall be accompanied by an application
for plan review on forms furnished by the Department. The
application shall:
1 . Identify and describe the work to be covered by the plan
review for which the application is made.
2. Describe the land on which the proposed work is to be
done, by lot, block, tract or house and street address or
similar description that will readily identify and defi-
nitely locate the proposed building or work.
3. Show the present and proposed use or occupancy of all
parts of the building or buildings.
4. State the number of square meters (square feet) of floor
area involved in new construction and in alterations.
5. Give such other information as may be required by the
Department for unusual design circumstances.
6. Be signed by the person designing the work or the
owner of the work.
(b) The application for plan review shall also include a writ-
ten statement that a description of the proposed work has been
submitted to the Area Comprehensive Health Planning Agency
approved by the State Advisory Health Council pursuant to
Section 437.7 of the Health and Safety Code.
ARTICLES
INTERMEDIATE CARE FACILITIES FOR THE
DEVELOPMENTALLY DISABLED
8-800. Alterations to existing buildings or new construc-
tion.
(a) Alterations to existing buildings licensed as intermediate
care facilities for the developmentally disabled or new con-
struction shall be in confonnance with Chapter 4 A, Part 2, Title
24, California Code of Regulations.
(b) Facilities licensed or exempt from licensure and in opera-
tion prior to the effective date of changes in construction regu-
lations shall not be required to institute corrective alterations or
construction to comply with such new requirements except
where specifically required or where the Department deter-
mines in writing that a definite hazard to health and safety
exists. Any facility for which preliminary or working drawings
and specifications have been approved by the Department prior
to the effective date of changes to construction regulations
shall not be required to comply with such new requirements
provided substantial actual construction is commenced within
one year of the effective date of such new requirements.
(c) All facilities shall maintain in operating condition all
buildings, fixtures and spaces in the numbers and types as spec-
ified in the construction requirements under which the facility
or unit was first licensed.
Aulharily: HeaEtii and Safety Code Section 208 [a).
Reference: Hcallh and Safely Code Sections 1276 and 15007.
S-SOL Application for plan review- Drawings and specifica-
tions for alterations to existing buildings or new construction
shall be submitted to the Department for approval and shall be
accompanied by an application for plan review on forms fur-
nished by the Department. The application shall meet the
requirements ofCalifomia Code of Regulations. Title 22, Divi-
sion 7, Chapter 6, Article K Sections 93001 through 93019.
Aulhonty: llea[Eh and Safely Cade Seclion 20S (a)
RofercDce: Health and Safety Code Sections 1276 and 15007.
2007 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE
145
146 2007 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE
ADMINISTRATIVE REGULATIONS FOR THE OCCUPATIONAL
SAFETY AND HEALTH STANDARDS BOARD (OSHA)
CHAPTER 9
[RESERVED]
2007 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE 147
148 2007 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE
CHAPTER 10
ADMINISTRATIVE REGULATIONS FOR THE
CALIFORNIA ENERGY COMMISSION (CEC)
ARTICLE 1
ENERGY BUILDING REGULATIONS
10-lOL Scope.
(a) This article contains administrative regulations relatitig
to the energy building regulations in Title 24, Part 6. This arti-
cle applies to all residential and nonresidential buildings.
(b) Nothing in this article lessens any necessary qualifica-
tions or responsibilities of licensed or registered building pro-
fessionals or other designers or builders, or the duties of
enforcement agencies, that exist under state or local law.
Aurhority: Sections 2^402 and 25402. L Public Resources Code.
Reference: Seclions 25402 and 25402 ] . Public Resourcf s Code.
HISTORY:
1. NewArlicle 1 jSeciion 1401) iKed 5-3-76: effeclivelhirlielh day Ihere-
afler (Regisler 76. No. L9).
2. Amendmeni llled S-1 7-77; designated effective 3-11-78 (Regisler 77.
No. 34).
3. Repealer of Anicle I {Secdon 1401) and new Article I (Sections
140M40S, iiol consecutive) filed 12-9-81; designaled effeclive
7-1-82 (Refiisler8l, No. 50).
4. Amendmeni filed 12-27-84; designoled eifeclive 1-1-85 pursuant lo
Go vemmenl Code Section II 34b. 2 (d) iRegisler S4. No. 52].
10-102. Definitions. In this article the following definitions
apply:
ACCEPTANCE REQUIREMENTS are "acceptance
requirements for code compliance" as defined in Section lOI
(b) of Part 6.
ALTERNATIVE CALCULATION METHOD
APPROVAL MANUAL or "ACM Manual" is the Alternative
Calculation Method (ACM) Approval Manual for the 2005
Energy Efficiency Standards for Nonresidential Buildings
(P4OO-03-00IF) for nonresidential buildings, hotels and multi-
family residential buildings with four or more stories and the
Alternative Calculation Method (ACM) Approval Manual for
the 2005 Energy Efficiency Standards for Residential Build-
ings (P400-03-003) for all single-family and low-rise
multi-family residential buildings.
APPLIANCE EFFICIENCY REGULATIONS are the reg-
ulations in Title 20, Section 1601 etSeq. of the California Code
of Regulations.
APPROVED CALCULATION METHOD is a PiLblic
Domain Computer Program approved under Section 10-109
(a), or any Alternative Calculation Method approved under
Section 10-109 (b).
BUILDING PERMIT is an electrical, plumbing, mechanical,
building or other permit or approval, that is issued by an
enforcement agency, and thai authorizes any construction that
is subject to Part 6.
COMMISSION is the State Energy Resources Conservation
and Development Commission.
COMPLIANCE APPROACH is any one of the allowable
methods by which the design and construction of a building
may be demonstrated lobe incompliance with Part 6. The com-
pliance approaches are the performance compliance approach
and the prescriptive compliance approach. The requirements
for each compliance approach are set forth in Section 100 (e) 2
of Part 6.
CONDITIONED FLOOR AREA is conditioned fioor area*'
as defined in Section 101 (b) of Part 6.
CRRC-1 is the Cool Roof Rating Council document entitled
"Product Rating Program."
ENERGY BUDGET is the "energy budget" as defined in Sec-
tion IOI(b)ofPart6.
ENFORCEMENT AGENCY is the city, county or state
agency responsible for issuing a building permit.
EXECUTIVE DIRECTOR is the executive director of the
Commission.
HVAC SYSTEM is the "HVAC system" as defined in Section
IOI(b)ofPart 6.
MANUFACTURED DEVICE is "manufactured device*^ as
defined in Section 101(b) of Part 6,
NFRC 100 is the National Fenestration Rating Council docu-
ment entitled ''NFRC 100: Procediue for Delenuining Fenes-
tration Product U-factors." (1997 or November 2002; NFRC
100 includes procedures for site built fenestration fonnerly
included in a separate document, NFRC lOO-SB)
NFRC 200 is the National Fenestration Rating Council docu-
ment entitled ''NFRC 200: Procediue for Determining Fenes-
tration Product Solar Heat Gain Coefficients and Visible
Transmittance at Normal Incidence." (1995 or November
2002)-
Either the 1997 edition or (he November 2002 edition may be uiied for product rating prior to April I 2004. ProducI raMitg^ authorized bv NFRC
prior lo April I 2004 are valid for Ihe full certiflcalion period. Beginning April 1 2004 only die November 2002 edilion may be u^ed for new
produci rating.
Either ihe 1995 edition or the November 2002 edilion may be used tor produci ralmg prior lo April I 2004. ProducI ratings authorized by NFRC
prior lo April I 2004 are valid for the full certiflcalion period. Beginning April 1 2004 only the November 2002 edilion may be used tor new
produci rating.
2007 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE
140
ADMINISTRATIVE REGULATIONS FOR THE CALIFORNIA ENERGY COMMISSION (CEC)
NFRC 400 is Ihe National Fenestration Rating Council docu-
ment entitled ""NFRC 400: Procedure for Determining Fenes-
tration Product Air Leakage." (1995 or January 2002)'
PART 6 is Title 24, Part 6 of the California Code of Regula-
tions.
PUBLIC ADVISER is the Public Adviserof the Commission.
J?-VALLIE is the measure of the thermal resistance of insula-
tion oranymaterialor building component expressed in fl"-hr°
F/Btu.
RECORD DRAWINGS are drawings that document the as
installed location and performance data on all lighting and
space conditioning system components, devices, appliances
and equipment, including but not limited to wiring sequences.
control sequences, ductand pipe distribution system layout and
sizes, space conditioning system terminal device layout and air
flow rates, bydronic system and flow rales, and connections for
the space conditioning system. Record drawings are some-
times called '^is builts.''
Aulhority: Sections 25402 and 25402. 1 , Public Resources Code.
Reference: Seclions 25402 and 25402.1. Public Resources Code.
HISTORY:
1. Amendmeni filed 12-27-S4; designoled etteclive 1-1-85 pursuonl lo
Govemmeni Code Section 1 1346.2 (d) (Regisler S4, No. 52).
2. Amendment filed 12-4-B6; efTeclive thirtielh day [bercHftcr (Register
37, No. 1).
1. {CEC 1/92) Regular order by Ihe California Energy Commission lo
amend Section 10-102. Part I, Title 24, California Code of Regula-
tions. Filed with the secretary of slate June 12, l')')2' publicalion dale
July 15. 1 992; elYeclive 30 days Iherealter. Approved as a regular order
by the California Building Standards Commission on June B, 1992.
4. (CEC 1/94) Regular order by ihe California Energy Commission lo
amend Section 10-102. Part 6, Tille 24, California Code of Regula-
tions. Filed with Ihe secretary of stale May 24^ 1995; effective 30 days
thereafter. Approvedasaregular order by the California Building Slan-
dards Commission on Mav 23, 1995
10-103. Permit certificate, informational and enforcement
requirements for designers, installers, builders, manufac-
turers and suppliers.
(a) Doeumentation.
1 . Certificate of Compliance. The Cerlificate(s) of Com-
pliance described in Section 10-103 shall be signed by
the person(s) responsible for the building design lo cer-
tify confonnance with Part 6. The signer{s) shall be eli-
gible under Division 3 of the Business and Professions
Code to sign such documents. If more than one person
has responsibility for building design, each person may
sign the document or documents applicable to that por-
tion of the design for which the person is responsible.
Alternatively, the person with chief responsibility for
design mayprepare and sign the document for the entire
design.
Subject to the preceding paragraph, persons who pre-
pare energy compliance documentation shall sign a
statement that the documentation is accurate and
complete.
2. Application for a building permit. Each application
for a building permit subject lo Part 6. shall contain at
least one copy of the documents listed in Sections
10-103 (a) 2 A, 10-103 (a) 2 Band 10-103 (a) 2 C.
A. For all newly constructed buildings, additions, alter-
ations or repairs regulated by Part 6, the applicant
shall file the appropriate Certificale(s) of Compli-
ance on the plans. The certificate(s) shall indicate
the features and performance specifications needed
to comply with Pan 6. and shall be approved by the
local enforcement agency by stamp or authorized
signature. The Certificate(s) of Compliance and sup-
porting documentation shall be readily legible and
of substantially similar fonnat and informational
order and content to the appropriate Certificate(s) of
Compliance and supporting documentation in the
appropriate Residential or Nonresidential Manual,
as defined in Part 6.
B. Plans and specifications submitted with each appH-
cationfora building permit shall show the character-
istics of each feature, material, component and
manufactured device proposed to be installed in
order to have the building meet the requirements of
Part 6, and of any other feature, material, component
or manufactured device that Part 6 requires be indi-
cated on the plans and specifications. Plans and
specifications submitted with each application for a
building permit for nonresidential buildings,
highrise residential buildings, and hotels and motels
shall provide acceptance requirements for code
compliance of each feature, material, component or
manufactured device when acceptance requirements
are required under Part 6. Plans and specifications
for nonresidential buildings, highrise residential
buildings, and hotels and motels shall require that
within 90 days after the enforcement agency issues a
final occupancy permit, record drawings be pro-
vided to the building owner. If any characteristic is
materially changed before final construction and
installation, such that the building may no longer
comply with Part 6, the building must be brought
back into compliance and so indicated on amended
plans, specifications, and Certificate(s) of Compli-
ance and shall be submitted to Ihe enforcement
agency. Such characteristics shall include the effi-
ciency (or othercharacteristic regulated by Part 6) of
each device.
C. All documeniation necessary to demonstrate com-
pliance for the building, and of the sections of Part 6
with which the building is intended to comply shall
be submitted with each application for a building
Either the 1995 edition or Ihe January 2002 editiou may be used for product rating prior lo April I 2004. Produci ratings authorized by NFRC
prior lo April I 2004 are valid lor the full certiUcation period. Beginning April 1 2004 only Ihe January 2002 edition may be used for new
produci rating.
150
2007 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE
ADMINISTRATIVE REGULATIONS FOR THE CALIFORNIA ENERGY COMMISSION (CEC)
permit. The forms used to demonstrate compliance
shall be readily legible and of substantially similar
fonnat and infonnational order and content to the
appropriate forms in the Residential or Nonresiden-
tial Manual, as defined in Part 6.
3- iDstallation certificate.
A. The person with overall responsibility for construc-
tion or the person or persons responsible for the
installation of regulated manufactured devices shall
post, or make available with the building permii(s)
issued for the building, the Installation Certiricate(s)
for manufactured devices regulated by ihe Appli-
ance Efficiency Regulations or Part 6. Such Installa-
tion Certificate(s) shall be made available to the
enforcement agency for all appropriate inspections.
These certificates shall;
(1) Identify features required to verify compliance
with the Appliance Efficiency Regulations and
Part 6.
(2) Include a statement indicating that the installed
devices conform to the Appliance Efficiency
Regulations and Part 6 and the requirements for
such devices given in the plans and specifica-
tions approved by the local enforcement agency.
(3) State the number of the building permit under
which the construction or installation was per-
formed.
(4) Be signed by the individual eligible under Divi-
sion 3 of the Business and Professions Code to
accept responsibility for construction, or their
authorized representative. If more than one per-
son has responsibility for building construction,
each person may prepare and sign Ihe part of the
document applicable to the portion of Ihe con-
struction for which they are responsible; alterna-
tively, the person with chief responsibility for
construction may prepare and sign the document
for the entire construction.
B. The enforcement agency may require the person
with overall responsibility for the construction to
provide any other reasonable information to deter-
mine that the building as constructed is consistent
with approved plans and specifications and com-
plies with Part 6.
C. Ifconstniction on any portion ofthe building subject
to Part 6 will be impossible to inspect because of
subsequent construction, the enforcement agency
may require the installation certificate{s) to be
posted upon completion of that portion.
4. Insulation certificate. After installing walL ceiling or
floor insulation, the installershall make available to Ihe
enforcement agency or post in a conspicuous location
in the building a certificate signed by the installer stat-
ing that the installation is consistent with the plans and
specifications described in Section 10-103 (a) 2 A and
for which the building permit was issued and conforms
with the requirements of Part 6. The certificate shall
also state the manufacturer's name and material identi-
fication, the installed ff-value. and (in applications of
loose-fill insulation) the minimum installed weight per
square foot consistent with the manufacturer's labeled
installed design density for the desired fl-value.
Exception to Section 10-103 (r): Enforcing agencies
may exempi nonresidential buildings that have no
more than 1 ,000 square feet of conditioned floor area
in the entire building and an occupant load of 49 per-
sons or less from the documentation requirements of
Section 10-103 (a), provided a statement of compli-
ance with Part 6 is submitted and signed by a licensed
engineer or the licensed architect with chief responsi-
bility for ihe design.
(h) Certificate of acceptance. For all new nonresidential
buildings, high-rise residential buildings and hotels and motels
designated to allow use of an occupancy group or type regu-
lated by Pari 6. ihe applicant shall file Certificate(s) of Accep-
tance with the enforcement agency prior to receiving a final
occupancy permit. The signer(s) shall be eligible under Divi-
sion 3 ofthe Business and Professions Code to sign such docu-
ments. The certificate(s) shall be readily legible and of
substantially similar format and infontiational order and con-
tent to Ihe Certificate(s) of Acceptance in Ihe Nonresidential
Manual, as defined in Part 6. The certiricate(s ) shall be
approved by the local enforcement agency by stamp or autho-
rized signature and shall indicate that:
1. The applicant has demonstrated acceptance require-
ments as indicated in the plans and specifications sub-
mitted under Seclion 10-103 (a):
2. Installation certificates described in Section 10-I03(a)
3 are posted, or made available with the building per-
mit(s) issued for the building: and
3. That operating and maintenance information described
in Sections 10-103 (b)and 10-103 (c) were provided to
the building owner
(c) Operating and maintenance information to be pro-
vided by builder.
1 . Operating information. The builder shall provide Ihe
building owner at occupancy the appropriate Certifi-
cate(s) of Compliance and a list ofthe features, materi-
als, components, and mechanical devices installed in
the building, and instructions on how to operate them
efficiently. The instructions shall be consistent with
specifications set forth by the Executive Director.
For low-rise residential buildings, such information
shall, at a minimum, include infontiation indicated on
fonns Certificate of Compliance (CF-IR). Mandatory
Measures {MF-IR). Installation Cerlificate (CF-6R),
Insulation Certificate (IC-1 ). and a manual which pro-
vides all information specified in this Seclion 10-103
(b). The Home Enei-^y Manual (P400-92-03 1, July
1992) may be used to meel the requirement for provid-
ing this manual.
For nonresidential buildings, high-rise residential
buildings and hotelsand motels, such information shall,
at a minimum, include information required by the Cer-
tificates of Compliance, Certificate of Acceptance,
2007 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE
151
ADMINISTRATIVE REGULATIONS FOR THE CALIFORNIA ENERGY COMMISSION (GEO)
forms ENV-1 , MECH- 1 and LTG- 1 , an installation cer-
tificate and an insulation certificate.
For dwelling units, buildings or tenant spaces which
are noi individually owned and operated, or are cen-
trally operated, such information shall be provided to
the person(s) responsible for operating the feature.
material, component or mechanical device installed in
the building.
2. MRintenance information. The builder shall provide
to the building owner at occupancy maintenance infor-
mation for all features, materials, components and man-
ufactured devices that require routine maintenance for
efficient operation. Required routine maintenance
actions shall be clearly stated and incorporated on a
readily accessible label. The label may be limited to
identifying, by title and/or publication number, the
operation and maintenance manual for that particular
model andtypeof feature, material, component or man-
ufactured device.
For dwelling units, buildings or tenant spaces which
are not individually owned and operated, or are cen-
trally operated, such information shall be provided to
the person(s) responsible for maintaining the feature.
material, component, or mechanical device installed in
the building.
3. Ventilation information. For nonresidential build-
ings, the builder shall provide the building owner at
occupancy a description of the quantities of outdoor
and recirculated air that the ventilation systems are
designed to provide to each area. For buildings or tenant
spaces which are not individually owned and operated,
or are centrally operated, such infonnation shall be pro-
vided to the person(s) responsible for operating and
maintaining the feature, material, component or
mechanical device installed in the building.
(d) Equipment information to be provided by manufac-
turer or supplier. The manufacturer or supplier of any manu-
factured device shall, upon request, provide to building
designers and installers information about the device. The
information shall include the efficiency (and other characteris-
tics regulated by Part 6).
(e) Enforcement agency requirements.
1. Permits. An enforcement agency shall not issue a
buildingpermit for any construction unless the enforce-
ment agency determines in writing that the construction
is designed to comply with the requirements of Part 6
that are in effect on the date the building permit was
applied for.
If a building permit has been previously issued, there
has been no construction under the permit, and the per-
mit has expired, the enforcement agency shall not issue
a new permit unless the enforcement agency determines
in writing that the construction is designed to comply
with the requirements of Part 6 in effect on the date the
new pennit is applied for.
""Determines in writing" includes, but is not limited
to, approval of a building permit with a stamp normally
used by the enforcement agency.
2. Inspection. The enforcement agency shall inspect new
construction to determine whether it is consistent with
the agency's approved plans and specifications, and
complies with Part 6. Final occupancy permits shall not
be issued until such consistency is verified. For occu-
pancy Group R-3, final inspection shall not be complete
until such consistency is verified.
Such verification shall include determining that all
installed manufactured devices, regulated by the Appli-
ance Efficiency Regulations or Part 6. are indicated on
the Installation Certificate and are consistent with
approved plans. This certificate shall include informa-
tion specified in Section 10-103 (a) 3 A.
For buildings that have used a compliance option that
requires field verification and diagnostic testing, the
building department shall not approve the building until
the building department has received a Certificate of
Field Verification and Diagnosfic Testing that has been
signed and dated by the HERS Rater.
Aulbority: Section 25402, Public Resources Code.
Reference: Seclion 25402, Publ[c Resiourcef; Code.
H [STORY:
1. Ainendmenl of subseclion (e) Hied I-19-S4; elfeclive thimelh day
thereflfler (Regisler S4. No. 3).
2. Ainendmenl filed 12-27-84; designaled elfective 1-1-85 piirsuanl lo
Govern men I Code Section 1134(1.2 (dURegisler S4. No. 52].
3. Edilorialcorreclionofsubseclion ib) illed 2-5-85; elfective upon filing
piirsuanl loCiovennnent Cede Seclion lI346.2ld)fR.egisterS5,No.6).
4. Ainendmenl ol subsection (a) filed I2-4-S5; elTeclive thirtieth day
thereafter (Regisler S7, No, I).
5. (CEC 1/92) Regular order by Ihe California Energy Commission lo
amend Section 10-103. Pari I, Tit[e 24, California Code of Regula-
tions. Filed with tlie secrelary of slate June 12. 1992: publication date
July 15, 1 992; effective 30 davs thereafter. Approved as a regular order
by the California Building Standards Commission on June S. 1992.
5. (CEC 2/94) Regular order by the California Energy Commission lo
amend Sec I ion 10-103 (a) K 2, 3 and 4; lb) L 2 and 3: Id] 2, Pari 1, Title
24, California Code of Regulations. Filed with ihe secretary of slate
May 24, 1 995: effective 30 days thereafter. Approved as a regular order
by the California Building Standards Commission on May 23, 1995.
10-104. Exceptional designs.
Note: See Section 10-109 for approval of calculation meth-
ods and Alternative Component Packages.
{£i) Requirements. If a building permit applicant proposes
to use a performance compliance approach, and the building
designs cannot be adequately modeled by an approved calcula-
tion method, an applicant shall be granted a building permit if
the Commission finds:
1 . That the design cannot be adequately modeled with an
approved calculation method;
2. Using an alternative evaluation technique, that the
design complies with Part 6; and
3. That the enforcement agency has determined that the
design complies with all other legal requirements.
(b) Applications. The applicant shall submit four copies of a
signed application with the following materials to the Execu-
tive Director:
1 . A copy of the plans and specifications required by Sec-
tion I0-103(a)2 A;
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2. A statemenl explaining why meeting the energy budget
cannot be demonslraled using an approved calculation
method;
3. Documentation from the enforcement agency stating
that
A. Meeting the energy budget requirements cannot be
demonstrated using an approved calculation
method, and
B.The design complies with all other legal require-
ments; and
4. A detailed evaluation of the energy consumption of the
proposed building and the building's materials, compo-
nents, and manufactured devices proposed to be
installed to meet the requirements of Part 6, using an
alternative evaluation technique. The evaluation shall
include a copy of the technique, instructions for its use,
a list of all input data, and all other information required
to replicate the results.
Auchority: Sections 25402 and 25402 J, Public Resources Code.
Reference: Seclions 25402 and 25402 1 . Public Resources^ Code.
HISTORY:
1. New seclion tiled I2-27-S4; designaled elTeclive I-1-S5 pursuant lo
Govemmenl Code Section II 34b. 2 (dURegisler S4. No. 52).
2. {CEC 1/92) Ri^gtilar order bv die California Energy Commission lo
amend Section 10-104. Pari I, Tille 24, California Code of Regula-
lions. Filed with the secrelary of slale June 12, l')'J2: publicalion dale
Julv 15. 1 992; elfective 30 davs thereaJler. Approved as a regular order
by ihe California Building Standards Commission on June B, 1992.
10-105. Enforcement by the commission.
(a) Where there is no local enforcement agency. Before
new construction may begin in an area where there is no local
enforcement agency, and on any proposed governmental
agency building for which there is no enforcement agency the
Executive Director must detennine in writing that the building
design conforms to the requirements of Part 6. The person pro-
posing to construct the building shall submit the information
described in Sections 10-1 03 (a) 2 and 10-103 (a) 3 to Ihe Exec-
utive Director when such a determination is sought.
(b) Where the local enforcement agency fails to enforce.
If a local enforcement agency fails to enforce the requirements
of this article or of Part 6, the Commission, after furnishing 10
days written notice, may condition building permit issuance on
submission ofthe information described in Sections 10-103 (a)
2 and 10-103 (a) 3 to the Executive Director and on his or her
written detenninalion that proposed construction confomis to
the requirements of Part 6.
Aulbority: Code Seclion 25402 1 . Public Resources.
Rcferenee: Seclion 25402.1, PEiblic Resourcef; Code.
HISTORY:
1. Amendmeni illed 12-27-84: designaled elTeclive 1-1-85 piirsuanl lo
Govemmenl Code Seclion 11346.2 (dKR-Cgisler S4. No. 52).
2. (CEC 1/92) Regular order by ihe Califbrnia Energy Commission lo
amend Section 10-105. Pari I, Til[e 24, California Code of Regula-
tions. Filed with the secrelary of slate June 12. 1992: publicalion dale
Julv 15, 1 992: elfeclive 30 davs thereafter. Approved as a regular order
by the California Building Slandards Cnrnmission on June S. 1992.
10-106. Locally adopted energy standards.
(a) Requirements. Local governmental agencies may adopt
and enforce energy standards for newly consirucled buildings,
additions, alterations, and repairs provided the Commission
finds that the standards will require buildings to be designed to
consume no more energy than permitted by Pari 6. Such local
standards include but are not limited to adopting the require-
ments of Part 6 before their effective date, requiring additional
energy conservation measures, or setting more stringent
energy budgets. Local adoption ofthe requirements of Part 6
before their effective date is a sufficient showing that the local
standards meet the requirements of this section and Section
25402 J (f) (2) ofthe Public Resources Code; in such a case
only the documentation listed in Section 10-106 (b), and a
statement Ijiat the standards are iJiose in Pan 6, need be sub-
mitted.
(b) Documentation application. Local governmental agen-
cies wishing to enforce locally adopted energy conservation
standards shall submit four copies of an application with the
following materials to the Executive Director:
1 . The proposed local energy standards.
2. A study with supporting analysis showing how the local
agency determined energy savings.
3. A statement that the local standards will require build-
ings to be designed to consume no more energy than
permitted by Part 6.
4. The basis ofthe agency's detennination that the slan-
dards are cost effective.
Aulhonty: Seclion 25^02 1 . Public Resources Code.
Reference: Seclion 23402.1, Public Resiourcef; Code.
HISTORY:
1. Amendmeni filed 12-27-S4: designoled etteclive 1-1-85 pur^uonl lo
Govemmenl Code Seclion 11346.2 (d) (Regisler S4. No. 52).
2. (CEC 1/92) Regular order by ihe California Energy Commission to
amend Section 10-106. Pan I, Trile 24, California Code of Regula-
tions. Filed with the secretary of slate June 12. 1992: publicQlIon date
July 15. 1 992; effective 30 days thereafter. Approved as n regular order
by the California Building Standards Commission on June R, 1992,
10-107. Interpretations.
(a) The Commission may make a written determination as to
the applicability or interpretation of any provision of this arti-
cle or of Part 6, upon written application, if a dispute concern-
ing a provision arises between an applicant for a building
permit and the enforcement agency, and the dispute has been
heard by the localboardof permit appeals or other highest local
review body. Notice of any such appeal, including a summary
ofthe dispute and the seclion ofthe regulations involved, shall
if possible be sent to the Commission by the enforcing agency
15 days before the appeal is heard, and the result ofthe appeal
shall be sent to the Commission within 1 5 days after the deci-
sion is made. Either party to the dispute may apply for a deter-
mination but shall concurrently deliver a copy of the
application to the other party. The determinations are binding
on the parties.
(b) The Executive Director may, upon request, give written
advice concerning the meaning of any provision of this article
or of Part 6. Such advice is not binding on any person.
Aurhority: Section 25402. K Puhlic Resources Code.
Reference: Section 23402. 1 , Public Resources Code,
H ESTORV:
1. Amendment filed 12-27-84; designated effective 1-1-85 pursuant lo
Govemmenl Code Section 11346.2 (dKRegisler S4. No. 52).
2. (CEC 1/92) Regular order by ihe California Energy Commission lo
amend Section 10-107. Pari I, Tille 24, California Code of Regula-
2007 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE
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ADMINISTRATIVE REGULATIONS FOR THE CALIFORNIA ENERGY COMMISSION (CEC)
tions. Filed with the secrelary of 5late June 12. 1992; publication date
July 15. 1 992; effeclive 30 dayii Iherealter. Approved fl!^ a regular order
by the CaliTomia Building Standards Commission on June S, 1992.
10-108. Evemplion.
(a) Requirements. The Commission may exempt any
building from any provision of I^art 5 if ii finds thai:
!. Substantial funds had been expended in good faith on
planning, designing, architecture or engineering of the
building before the adoption date of the provision.
2. Compliance with the requirements of the provision
would be impossible without both substantial delays
and substantial increases in costs of construction above
the reasonable costs of the measures required to comply
with the provision.
(b) Application. The applicant shall submit four copies of a
signed application with the following materials to the Execu-
tive Director:
1. A summary of the claimant's contracts for the project;
2. Asummary of internal financial reports on the project;
3. Dated schedules of design activities; and
4. A progress report on project completion.
Aulhority: Section 25^02 I . Public Resources Code.
Rcftrtncc: Section 25402.1, Public Resources Code.
HISTORY:
1. Amendment filed S-l 1-S3; efiective thinielh da> (hereafter (Regisler
S3. No. 33K
2. Amendment filed 12-27-K4; designated elfective I-1-K5 pursuanl lo
Government Code Section 11346.2 (dKRegisler 84, No. 52).
3. (CEC 1/92) Regular order by ihe California Energy Commission to
amend Section lO-lOS. Part I, Tille 24, California Code of Regula-
tions. Filed with the secrelary of state June 12. 1992: publication dale
July 15, L992;erfective30days thereafter. Approved as a regular order
by the California Building Standards Commission on June S. 1992.
10-109. Calculation methods Rnd alternative component
packages.
Note: See Section 10-104 for approval of exceptional
designs.
(a) Public domain computer programs. In addition to the
present approved public domain computer programs, the Com-
mission may, upon written application or its own motion,
approve additionalpublic domain computer programs that may
be used to demonstrate that proposed building designs meet
energy budgets.
1. The Commission shall ensure that users' manuals or
guides for each approved program are available.
2. The Commission shall approve a program only if, when
it models building designs or features J t predicts energy
consumption substantially equivalent to thai predicted
by the public domain computer program.
(b) Alternative calculation methods (all occupancies). In
addition to public domain computer programs, the Commis-
sion may approve alternative calculation methods ( ACM s) that
applicants for building permits may then use to demonstrate
compliance with the performance standards (energy budgets)
in Part 6.
K General requirements. To obtain approval for an
ACM, the proponent shall submit an application that
demonstrates that the ACM;
A. Makes no changes in any input parameter values
specified by the Commission in Item 2 below.
B. Provides input and output documentation that facili-
tates the enforcement agency's review and meets the
formatting and content criteria found in the Residen-
tial or Nonresidential ACM manual;
C. Is supported by clear and concise instructions for
using the method to demonstrate thai the energy
budget requirements of Part 6 are met; and
D. Is reliable and accurate relative to the appropriate
public domain computer program.
2. Procedural requirements for alternative calculation
methods. In order to obtain approval of an ACM. the
applicant must comply with the requirements, specifi-
cations, and criteria set forth in the Residential or Non-
residential ACM manual. The ACM manuals specify
application requirements, minimum modeling capabili-
ties, required output forms and instructions, input
assumptions, testing requirements, test approval crite-
ria, vendor requirements and other related require-
ments. The requirements, specifications and criteria in
the 2005 Residential or Nonresidential ACM manuals
are hereby incorporated by reference.
Note: Copies of the ACM manuals may be obtained
from the Energy Commission's website at
w w w.energy . ca , gov.
3. Application. The applicant shall submit four copies of
a signed application form specified by the Executive
Director. The application shall include the following
materials:
A. The method's analytical capabilities and limitations
with respect to the occupancies, designs, materials
and devices covered by Part 6;
B. A demonstration that the criteria in Section 10-109
(b) are met;
C. Each of the items on the "Application Checklist" in
the Residential orNonresidential ACM manual; and
D. An initial fee of one thousand dollars (SI. 000). The
total fee shall cover the Commission's cost of
reviewing and analyzing the proposed method.
After the Commission determines the total costs, if
the costs exceed the initial fee, the Commission shall
assess additional fees to cover those costs; if the
costs are less than the initial fee, the Commission
shall refund the difference to the applicant.
4. Exceptional methods. If the alternative calculation
method analyzes designs, materials or devices that can-
not be adequately modeled using the public domain
computer programs, the method may be approved as an
exceptional method. Applications for approval of
exceptional methods shall include theoretical and
empirical information that verify the method's accu-
racy, and shall also include the other dociunenlation and
fees required by Section 10-109 (b).
5. Approval. The Commission may approve a method
unconditionally, may restrict approval to specified
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2007 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE
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occupancies, designs, materials or devices, or may
reject ihe application.
6. ResubmittaL An applicant may resubmit a rejected
method or may request modification of a restricted
approval. Such application shall include the informa-
tion specified in Section 10-109 (b) and shall indicate
how the method has been changed to enhance its accu-
racy or capabilities.
1. Modification. Whenever an approved calculation
method is changed in any way, the method shall be
resubmitted under this section for reapproval. The
Executive Director may waive any of the requirements
of this paragraph for nonsubstantive changes.
(c) The Commission may modify or withdraw certification
of a program or method under Section 10-109 (a) or 10-109 (b)
based on approval of other programs or methods that are more
suitable.
(d) Alternative component packages. The Commission
may approve any alternative component package, in addition
to the packages in Sections 143 (a) and 151 (f) of Part 6. which
it determines will meet the energy budgets and is likely to apply
to a significant percentage of newly constructed buildings or to
a significant segment of the building construction and design
community. Applications for approval of packages shall use
application forms specified by the Executive Director and shall
be subject to the same fee requirements set forth in subsection
(b).
(e) Publication of commission determinations. The Exec-
utive Director shall annually publish a maniiaL newsletter or
other administrative guide containing determinations made by
the Commission pursuant to this section on or before Decem-
ber 31 of the calendar yean
Aurhonty: Section 25402. K Public Resources Code.
Reference: Seclion 25402.1, Public Resources Code.
HISTORY:
1. Newscclion Jlled 12-9-Sl: designated eiTeclive I-I5-S2 jRegislerSl,
No. 50).
2. Amendment filed S-l 1-S3; efTeclivc thirtieth day therealler (Regisler
33, No. 33).
3. Amendment filed 12-27-S4: designated etteclive 1-1-85 pursuonl lo
Government Code Section ll34(i.2 (d) (Register S4. No. 52).
4. Amendment of subscclions (b),1d) and {e) filed 12-4-R6: effective Ihir-
lieth day thereafter (Register 87, No. I ).
5. Change withoul regulatory eftecl of subsection (d) llled 4-5-88: opera-
tive 5-5-SS I Regisler 88, No. 1 7).
6. Amendment of5ubsections(b) and (d) filed I-20-R9; operative 2-1 9-89
(Register 89. No. 4).
7. {CEC 1/92) Regular order bv (he California Energv Commission to
amend Section 10-109. Part I, Tille 24, California Code of Regula-
lions. Filed with ihe secretary of stale June 12, 1992: publicalion dale
July 15. I992;effective30days thereafter. Approved as a regular order
by die California Building Standards Commisfjion on Jiine S, 1992
10-110. Procedures for consideration of applications under
Sections 10-104, 10-106, 10-108 and 10-109.
(a) if the application is complete, the Executive Director
shall make the application available to interested parties. Com-
ments from interestedparties mustbe submitted withiTi 60 days
after acceptance of the application.
(b) Wiihin 75 days ofreceipt of an application, the Executive
Director may request any additional information needed to
evaluate the apphcation. If the additional information is incom-
plete, consideration of the application will be delayed untii Ihe
applicant submits complete information.
(c) Within 75 days of receipt of the application, the Execu-
tive Director may convene a workshop to gather additional
information from the applicant and other interested parties.
Interested parties will have 15 days after the workshop to sub-
mit additional information regarding the application.
(d) Within 90 days after the Executive Director receives the
application, or within 30 days after receipt of complete addi-
tional information requested under Section 10-110 (b) or
within 30 days after the receipt of additional information sub-
mitted by interested parties under Section 10-1 10 (c), which-
ever is later, the Executive Director shall submit to the
Commission a written recommendation on the application.
(e) The application and the Executive Director's recommen-
dation shall be placed on the consent calendar and considered
nt the next business meeting after submission of the recommen-
dation. The matter may be removed from the consent calendar
at the request of any person.
(f) The Executive Director may charge a fee to recover the
costs of processing and reviewing applications.
(g) All applicants have the burden of proof to establish that
their applications should he granted.
Aurhoritj': Section 25402. K Public Resources Code.
Reference: Seclion 25402.1, Public Resource!; Code.
HISTORY:
1. New SBclion filed 12-9-Sh designated elTeclive I-I5-B2 (RegislerBl,
No. 50)
2. Amendment filed 12-27-84: designaled elfective 1-1-85 piirsuanl lo
Government Code Section ll34(i.2 (dURegister S4. No. 52).
3. Amendment filed 12-4-86: elTeclive thirtielh day thereafter (Regisler
87hNo, I).
10-111. Certification and labeling of fenestration product
u-factors, solar heat gain coefficients and air leakage. This
section establishes rules for implementing labeling and certifi-
cation requirements relating to U-factors, solar heat gain coef-
ficients (SHGCs) and air leakage for fenestration products
under Section 116 (a) of Tiile 24, California Code of Regula-
tions. Part 6. This section also provides for designation of the
National Fenestration Rating Council (NFRC) as the supervi-
sory entity responsible for administering the state's certifica-
tion program for fenestration products, provided NFRC meets
specified criteria.
(a) Labeling requirements.
1. Temporary labels. Every manufactured and site-buili
fenestration product or fenestration system installed in
construction subject to Title 24. Part 6 shall have
attached to it a clearly visible temporary label or have
an associated label certifiate that lists the U-factor, the
solar heat gain coefficient (SHGC) of that product and
the method used to derive those values, and certifies
compliance with air leakage requirements of Section
116(a) 1.
A. Fenestration products rated and certified using
NFRC 100. NFRC 200 or NFRC 400 Rating Proce-
dures. The manufacturer shall stipulate that the rat-
ings were determined in accordance with applicable
NFRC procedures. For manufactured fenestration
2007 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE
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products, a temporary label approved by the supervi-
sory entity meets the requirements of this section.
For site-built fenestration products, a label certifi-
cate approved by the supervisory entity meets the
requirements of this section.
B. Fenestration products rated using a default value
approved by the Commission. For manufactured
fenestration products, a temporary label with the
words "CEC Default U-factor." followed by ihe
appropriate default U-factor specified in Section
1 16 (a) 2 and with the words ''CEC Default SHGC\"
followed by ihe appropriate default SHGC specified
in Section 116 (a) 3 meets the requirements of this
section. For site-built fenestration products, a
default label certificate approved by the Commis-
sion meets the requirements of this section.
C. The temporary label shall also certify that the prod-
uct complies with the air leakage requirements of
Section 116 (a) 1 of the standards.
2. PermancnMsibcls. Ifa product is rated using theNFRC
Rating Procedure, it shall have a permanent label that is
either a stand-alone labeL an extension or tab of an
existing permanent certification label being used by the
manufacturer/responsible party, or series of marks on
the product. The permanent labeL coupled with observ-
able product characteristics, can be used lo trace the
product to certification information on file with the
supervisory entity or to a directory of certified products,
published by the supervisory entity. For site-built fen-
estration products, a label certificate approved by the
supervisory entity meets the requirements of this sec-
tion.
Exception fo Section 10-111 (a): Field-fabricated
fenestration products.
(b) Certification requirements.
1. Certification to default ratings. Ifa product's U-fac-
tor and SHGC are default values approved by the Com-
mission as specified in Sections 1 16 (a) 2 and 1 16(a)3.
the U-factor and SHGC shall be certified by the manu-
facturer.
A. A temporary label, affixed to the product, that meets
the requirements of Section 10-1 11 (a) 1 B meets this
requirement.
B. If the product claims the default U-factor for a ther-
mal break product, the manufacturer shall also cer-
tify on the label that the product meets the
thennal-break product criteria, specified on the
default table, on which the default value is based.
Placing the terms ''Meets Thermal Break Default
Criteria" on the default temporary label or default
label certificate meets this requirement.
2. Certification to NFRC Rating Procedure. Ifa prod-
uct's U'factor or SHGC is based on the NFRC Rating
Procedure, the U-factor or SHGC shall be certified by
the manufacturer according to the procedures of an
independent certifying organization approved by the
Commission.
A. A temporary label, affixed to the product or label
certificate for site-built fenestration, meeting the
requirements of Section 10-111 (a) certified by the
independent certifying organization complies with
this requirement.
B. An ""independent certifying organization approved
by the Commission" means any organization autho-
rized by the supervisory entity to certify U-factor
ratings and solar heat gain coefficient ratings in
accordance with the NFRC Rating Procedure. If the
Commission designates the NFRC as the supervi-
sory entity, any independent certification and
inspection agency (lA) licensed by NFRC shall be
deemed to be an "independent certifying organiza-
tion approved by the Commission."
C. The ""supervisory entity" means the National Fenes-
tration Rating Council (NFRC). except as provided
in paragraph (c) I.
Exception to SectionlO-llI (b): Fie Id -fabricated
fenestration products.
(c) Designation of supervisory entity. The National Fenes-
tration Rating Council shall be the supervisory entity to admin-
ister the certification program relating to U-factors and solar
heat gain coefficient ratings for fenestration products, pro-
vided the Commission determines that the NFRC meets the cri-
teria in paragraph (d).
L The Commission may consider designating a supervi-
sory entity other than NFRC only if the Commission
detennines that the NFRC cannot meet the criteria in
paragraph (d). Such other supervisory entity shall meet
the criteria in paragraph (d) prior to being designated.
2. The Commission shall periodically review, at least
annually, the structure and operations of the supervi-
sory entity to ensure continuing compliance with the
criteria in paragraph (d).
(d) Criteria for supervisory entity,
1. Membership in the entity shall be open on a nondis-
criminatory basis to any person or organization that has
an interest in uniform thermal performance ratings for
fenestration products, including, but not limited to,
members of the fenestration industry, glazing infill
industry, building industry, design professionals, speci-
fiers, utilities, government agencies and public interest
organizations. The membership shall be composed of a
broad cross section of those interested in uniform ther-
mal performance ratings for fenestration products.
2. The governing body of the entity shall refiect a reason-
able cross section of the interests represented by the
membership.
3. The entity shall maintain a program of oversight of
product manufacturers, laboratories, and independent
certifying organizations that ensures uniform applica-
tion of the NFRC Rating Procedures, labeling and cer-
tification, and such other rating procedures for other
factors affecting energy performance as the NFRC and
the Commission may adopt.
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4. The entity shall require manufacturers and independent
certifying organizations within its program to use only
laboratories accredited by the supervisory entity to per-
form simulations and tests under the NFRC Rating
Procedure.
5. The entity shall maintain appropriate guidelines for
testing and simulation laboratories, manufacturers and
certifying agencies, including requirements for
adequate:
A. Possession and calibration of equipment;
B. Education, competence and training of personnel;
C. Quality control;
D. Record keeping and reporting;
E. Periodic review (including, but not limited to, blind
testing by laboratories; inspections of products; and
inspections of laboratories, manufacturing facilities
and certifying agencies);
F. Challenges to certified ratings; and
G. Guidelines to maintain the integrity of the program,
including, but not limited to, provisions to avoid
conflicts of interest within the rating and certifica-
tion process.
6. The entity shall be a nonprofit organization and shall
maintain reasonable, nondiscriminatory fee schedules
for the services it provides and shall make its fee sched-
ules, the financial information on which fees are based,
and financial statements available to its members for
inspection.
7. The entity shall provide hearing processes that give lab-
oratories, manufacturers and certifying agencies a fair
review of decisions that adversely affect them.
8. The entity shall maintain a certification policy commit-
tee whose procedures are designed to avoid conflicts of
interest in deciding appeals, resolving disputes and set-
ting policy for the certifying organizations within its
program.
9. The entity shall publish at least annually a directory of
products certified and decertified within its program.
10. The entity itself shall be free from confiict-of-interest
ties or to undue influence from any particular fenestra-
tion manufacturing interest(s), testing or simulation
lab(s), or independent certifying organ ization{s).
IL The entity shall provide or authorize the use of labels
and label certificates for site-built fenestration products
that can be used to meet the requirements of Section 116
(a) I and 2. and this section.
12. The enfity'scerfification program shall allow for multi-
ple participants in each aspect of the program to provide
for competition between manufacturers, between test-
ing labs, between simulation labs, and between inde-
pendent certifying organizations.
(e) Certifkalion for other factors. Nothing in this section
shall preclude any entity, whether associated with a U-factor
and SHGC certification program or not, from providing certifi-
cation services relating to factors other than U-factors and
SHGC for fenestration products.
Aulhorily: Section 25402. 1 , Public Resource? Code.
Rtftrcncc: Seclion 25402.1, Piibl[c Resources Code.
HISTORY:
1, (CEC/2/92) Regular order by the California Energy Commission lo
adopi Section 10-111, Pan I, Tille 24, California Code oiRegulalions,
Filed ivith the secrelarv of slale August 10. 1993; effective 30 days
thereafter (Sepleniber 9, l')'J3}. Approved as a regular order by the Cal-
ifornia Building Standards Commission on August 2, 1993.
2. (CEC 2/94) Regular order by ihe California Energy Commission to
amend Scclion 10-1 11 (a) I B,Part I, Title 24. California Code of Reg-
ulations Filed with ihe secretary of stale August 24, L993;etTeclive30
days ihereafler Approved as a regular order by the California Building
Standards Commission on August 2. 1995,
10-112. Criteria for default tables.
(a) The Commission shall maintain tables of default U-fac-
lors and SHGCs for use as an alternative to U-factors and
SHGCs derived using the NFRC Rating Procedure. The default
values shall meet the following criteria:
1 . The values shall be derived from simulations of prod-
ucts using the same computer simulation program(s)
used in the NFRC Rating Procedure.
2. The default values shall be set so that they do not pro-
vide to any significant number of products a lower
U-factor or SHGC than those products would obtain if
they were rated using the full NFRC Rating Procedure,
including testing and simulation.
(b) The Commission shall periodically review and revise the
default tables as necessary to ensure that the criteria are met.
Auchority: Section 25402.1. Public Resources Code.
Reference: Seclion 25402.1, Public Resources Code.
HISTORY:
1. (CEC/2/92) Regular order bv the California Energy Commission lo
adopi Section 10-112. Pari l.Tille 24, California Code of Regulations,
Filed with the secretary of state August 10. 1993; effective 30 days
thereafler(Seplember 9h 1993 J. Approved as a regular order by the Cal-
ifornia Building Standards Commission on August 2, 1993.
10-113. CertificaMoti and labeling of roofing product
reflectance and cmktancc. This section establishes rules for
implementing labeling and certification requirements relating
to reflectance and omittance for roofing products for showing
compliance with Sections 14 K 142 and 151 (b)of Title 24. Cal-
ifornia Code of Regulations, Part 6. This section also provides
for designation of the Cool Roof Rating Council fCRRC) as the
supervisory entity responsible for administering the state's cer-
tification program for roofing products, provided C RRC meets
specified criteria.
(a) Labeling requiremcnls. Every roofing product installed
in construction to take compliance credit for refiectance and
emittance under Sections 141, 142 and 151 (b) shall have a
clearly visible packaging label that lists the reflectance and
emittance tested in accordance with CRRC-L
Packaging for liquid-applied roof coatings shall state the
product meetsthe requirements specified in Section 118(i)3.
(b) Certincation requirements. Every roofing product
installed in construction to take compliance credit for
reflectance and emittance under Sections 141, 142 and 151 (b)
shall be certified by CRRC or another supervisory entity
approved by the Commission pursuant to Section 10-1 13 (c).
(c) Designation of supervisory entity. The Cool Roof Rat-
ing Council shall be the supervisory entity to administer the
2007 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE
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certification program relating to reflectance and emittance rat-
ings for roofing products, provided ihe Commission deter-
mines that the CRRC meets the criteria in paragraph (d).
1 . The Commission may consider designating a supervi-
sory entity other than CRRC only if the Commission
determines that the CRRC cannot meet the criteria in
paragraph (d). Such other supervisory entity shall meet
the criteria in paragraph (d) prior to being designated.
2. The Commission shall periodically review, at least
annually, the structure and operations of the supervi-
sory entity to ensure continuing compliance with the
criteria in paragraph (d).
(d) Criteria for supervisory entity.
1. Membership in the entity shall be open on a nondis-
criminatory basis to any person or organization that has
an interest in uniform performance ratings for roofing
products, including, but not limited to. members of the
roofing industry, building industry, design profession-
als, specifiers, utilities, government agencies and pub-
lic interest organizations. The membership shall be
composed of a broad cross section of those interested in
uniform thermal performance ratings for roofing
products.
2. The governing body of the entity shall reflect a reason-
able cross section of the interests represented by the
membership.
3. The entity shall maintain a program of oversight of
product manufacturers, laboratories and independent
certifying organizations that ensures uniform applica-
tion of the CRRC testing and rating procedures, label-
ing and certification, and such other rating procedures
for other factors affecting energy performance as the
CRRC and the Commission may adopt.
4. The entity shall require manufacturers and independent
certifying organizations within its program to use only
laboratories accredited by the supervisory entity to per-
form tests under the CRRC rating procedure.
5. The entity shall maintain appropriate guidelines for
testing laboratories and manufacturers, including
requirements for adequate:
A. Possession and calibration of equipment;
B. Education, competence, and training of personnel;
C. QLiality control:
D. Record keeping and reporting;
E. Periodic review (including, but not limited to, blind
testing by laboratories; inspections of products: and
inspections of laboratories, and manufacturing
facilities):
F. Challenges to certified ratings; and
G Guidelines to maintain the integrity of the program,
including, but not limited to, provisions to avoid
conflicts of interest within the rating and certifica-
tion process.
6. The entity shall be a nonprofit organization and shall
maintain reasonable, nondiscriminatory fee schedules
for the services it provides, and shall make its fee sched-
ules, the financial information on which fees are based,
and financial statements available to its members for
inspection.
7. The entity shall provide hearing processes that give lab-
oratories, manufacturers and certifying agencies a fair
review of decisions that adversely affect them.
8. The entity shall maintain a certification policy commit-
tee whose procedures are designed to avoid conflicts of
interest in deciding appeals, resolving disputes and set-
ting policy for the certifying organizations in its
program.
9. The entity shall publish at least annually a directory of
products certified and decertified within its program.
10. The entity itself shall be free from confiict-of-interest
ties or to undue influence from any particular roofing
product manufacturing interest(s). testing or independ-
ent cerfifying organization{s).
11. The enfity shall provide or authorize the use of labels
that can be used to meet the requirements for showing
compliance wilh the requirements of Sections 141, 142
and 1 5 1 (b), and this section.
12. The enfity'scerfification program shall allow for multi-
ple participants in each aspect of the program to provide
for competition between manufacturers and between
testing labs.
Aulhonty: Section 25^02 1. Public Resources Code.
Reference: SecUon 25402. 1 , Public ResiOiircef; Code.
10-114. Determination of outdoor lighting zones and
administrative rulcsfor use. This section establishes rules for
implementing outdoor lighting zones to show compliance with
Section l47ofTitle24.CalifomiaC'odeof Regulations. Pan 6.
(a) Ligiiting zones. Exterior lighting allowances in Califor-
nia vary by Lighting Zones ^LZ).
(b) Lighting zone characteristics. Table 10-1 14-A speci-
fies the relative ambient illumination level and the statewide
default location for each lighting zone.
(c) Amending the lighting zone designation. A local juris-
diction may officially adopt changes to the lighting zone desig-
nation of an area by following a public process that allows for
formal public notification, review and comment about the pro-
posed change. The local jurisdiction may determine areas
where Lighting Zone 4 is applicable and may increase or
decrease the lighting zones for areas that are in State Default
Lighfing Zones 1. 2 and 3. as specified in Table 10-1 14-A.
(d) Commission notlficalion. Local jurisdictions who
adopt changes to the Stale Default Lighting Zones shall notify
the Commission by providing the following materials to the
executive director:
1. A detailed specification of the boundaries of the
adopted Lighting Zones, consisting ofthe county name,
the city name if any, the zip code{s) of the redesignated
areas, and a description of the physical boundaries
within each zip code.
2. A description of the public process that was conducted
in adopting the Lighting Zone changes.
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2007 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE
ADMINISTRATIVE REGULATIONS FOR THE CALIFORNIA ENERGY COMMISSION (CEC)
3. An explanation of how the adopted Lighting Zone
changes are cotisistent with the specifications of Sec-
tion 10-114.
The cotrtmission shall have the authority to not allow Light-
ing Zotie changes which the Commission finds to be inconsis-
tent with the specifications of Section 10-114.
TABLE 10-114-A
LrOHTlNG ZONE CHARACTERISTICS AND RULES FOR AMENDMENTS BY LOCAL JURISDlCTrONS
ZONE
AMBIENT
ILLUMINATION
STATEWIDE DEFAULT
LOCATION
MOVING UP TO HIGHER
ZONES
MOVING DOWN TO LOWER ZONES
LZl
Dark
Govcmmcni designated parks,
recreation areas and wifdlifc
preserves. Those that arc
wholly contained wiihin a
higher lighting zone may be
considered by the local
govcrnnieni as pan of that
lighting zone.
A govcrnnieni designated
park, recreation area,
wildlife preserve or
portions Ihereof, CEin be
designated as LZ2 or LZ3
if they are contained
within such a zone.
Not applicable.
LZ2
Low
Rural areas, as dcJlncd by the
200U U.S. Census.
Special disiricis within a
default LZ2 zone may be
designated as LZ3 or LZ4
by a local jurisdiction.
Examples include special
commercial disiricis or
areas with special security
considerations localcd
within a rural area.
Special disiricis and governmeni
designated parks within a default
LZ2 zone may be designated as
LZl by the local jurisdiction for
lower illumination standards,
without any size limits.
LZ3
Medium
Urban areas, as defined by the
2000 U.S. Census,
Special disiricis within a
default LZ3 may be
designated as a LZ4 by
local jurisdiction for high
intensity nighttime use,
such as entertainment or
commercial disiricis or
areas wilh special security
considerations requiring
very high light levels.
Special disiricis and governmeni
designated parks within a default
LZ3 zone may be designated as
LZl orLZ2 by the local
jurisdiction, without any size
limits.
LZ4
High
None.
Not applicable.
Not applicable.
2007 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE
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HISTORY NOTE APPENDIX FOR CHAPTER 10
Administrative Regulations for the California Energy Commission
(Title 24^ Part 1^ California Code of Regulations)
The format of tlie liistory notes has been changed to be consis-
tent with the other parts of the Cal'ijhrniu Buih/ing Siauilards
Code. The history notes for prior changes remain within the
text of this code.
1. (CEC 1/97) Regular order by the California Energy Com-
mission to amend Article 1, 1998 Energy Efficiency Standards.
Filed with the secretary of state on December 3. 1 997; effective
January 22, 1998. Approved by the California Building Stan-
dards Commission on November 18. 1997.
2. (CEC-EF 1/01) Emergency adoption of AB 970 energy
efficiency standards for residential and nonresidential build-
ings; CCR. Title 24, Parts 1 and 6. Approved by the California
Building Standards Commission on January 3K 2001, and
filed with the secretary of state on Februarv 2, 2001, effective
June 1,2001.
Exception: Building energy efficiency standards compli-
ance documentation submitted prior to June 1, 2001, using
the Multiple Orientation Alternative to Section 151 (c) shall
be used to determine compliance through December 31,
2001.
3. (CEC 03/02) Approval of energy efficiency standards,
which adopt by reference the National Fenestration Rating
Council's (NFRC) 2002 window rating and labeling proce-
diu'es;CCR. Title 24, Parts 1 and6. Approved by the California
Building Standards Commission on May 14. 2003, and filed
with the Secretary of State on May 16.2003. Effective June 14.
2003.
4. (CEC 01/03) 2005 building energy efTiciency standards
approved by the California Building Standards Commission on
July 21, 2004. for publication in California Code of Regula-
tions. Title 24, Parts 1 and 6: filed with the Secretary of State
September 24, 2004; published April 1 . 2005; effective Octo-
ber 1,2005.
160 2007 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE
ADMINISTRATIVE REGULATIONS FOR THE
DEPARTMENT OF FOOD AND AGRICULTURE (AGR)
CHAPTER 11
[RESERVED]
ADMINISTRATIVE REGULATIONS FOR THE
DEPARTMENT OF YOUTH AUTHORITY (YA)
CHAPTER 12
[RESERVED]
2007 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE 161
162 2007 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE
CHAPTER 13
ADMINISTRATIVE REGULATIONS FOR THE CORRECTIONS
STANDARDS AUTHORITY (CSA)
ARTICLE 1
MINIMUM STANDARDS FOR LOCAL
DETENTION FACILITIES
13-lOL County correctional facility capital c\penditurc
fund.
(a) Definitions. The following words where used in this
subchapter shall have the meaning hereafter ascribed to them,
unless the context of their use clearly requires a different
meaning.
BOARD means State Corrections Standards Authority.
COUNTY CORRECTIONAL FACILITY CAPITAL
EXPENDITURE FLND means moneys received from the
sale of State of California General Obligation Bonds as autho-
rized by the County Correctional Facility Capital Expenditure
Bond Act of 1986.
CONTRACT means the written agreement and any amend-
ments thereto between the Slate Board and a county in which
the terms, provisions and conditions governing the funds are
stated.
(b) Fund award conditions.
1 . Prior to entering into a contract with a county, the Board
shall ensure that the county is ready to proceed with
construction. A county shall be deemed ready to pro-
ceed with construction when it has done all of the fol-
lowing:
A. Received approval by the State Fire Marshal for
compliance with fire safety regulations in the plans,
specifications and working drawings for the facility
to be constructed.
B. Received approval for compliance with minimum
jail standards by the Board as described in Title 15,
Chapter 1, Subchapter 2, Sections 546 and 548.
C. Mel all other requirements contained in Title 15,
Chapter 1, Subchapter 2, Section 544.
(c) Preparation of architectural drawings and speciflca-
tions.
1. Architectural drawings and specifications shall be sub-
mitted to the Board by dates and in a manner prescribed
by the Board.
2. After review of the drawings and specifications, the
Board shall notify the county, in writing, of any major
deficiencies. Deficiencies may be identified as either
failures to comply with minimum jail standards, or as
design features which will pose serious operational or
management problems if uncorrected even though no
minimum jail standards are violated.
3. Deficiencies in compliance with minimum jail stan-
dards shall be corrected by the county prior to advertis-
ing for bids.
4. At least 30 days prior to entering into a contract with the
county, the Board shall inform the sheriff and the board
of supervisors in writing of other design deficiencies
posing serious operational or management problems.
5. At the time the county submits its final architectural
plans and specifications for review and approval, it
shall also submit a preliminary staffing plan for the pro-
posed facility, along with an analysis of other antici-
pated operating costs for the facility, which have been
reviewed and approved by the board of supervisors in a
public hearing. The sheriff shall review the staffing
plan and operating cost analysis, and his written com-
ments shall accompany this submittal. At a minimum,
this plan shall include the following:
A. Transition team program statement and costs.
B. Staffing requirements under the proposed design
capacity.
C. Shift and post identification of staff for the pro-
posed facility, delineated by custody and support
staff.
D. Analysis of 30-year life cycle operating costs and
maintenance and energy costs for the proposed
facility.
E. Identification of, and revenue sources for. addi-
tional funds needed to support the staffing levels
and operating costs for the proposed facility.
(d) Variance.
L The Board may grant a variance from any Board
requirement contained herein for good and sufficient
reason. Such a variance may be granted by the Board
only upon the written application therefore and docu-
mentation thereof The request for a variance shall con-
tain the following:
A. Name and address of requestor.
B. The specific requirement for which variance is
being requested.
C. The supporting reasons for a variance request.
D. A copy of the variance request shall be sent to the
Board by requestor. The staff shall summarize the
issues involved and cause the matter to be placed on
a Board meeting agenda in an expeditious manner.
The requestor will be given an opportunity to be
heard by the Board for the purpose of presenting
oral argument in support of its request for a
variance.
(e) Project modifications.
1 . Project modifications which are proposed after a con-
tract is signed which(l)substantially alter thedesign or
scope of the project. (2) substantially alter the design,
2007 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE
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ADMINISTRATIVE REGULATIONS FOR THE CORRECTIONS STANDARDS AUTHORITY (CSA)
location, size, capacily or quality of major items or
equipment, or (3) increase ihe amount of state funds
needed to complete the project, require prior written
approval of tiie Board.
2. Construction change orders which propose a substan-
tial increase in jail capacity or a substantial change in
project conceptor cost require prior written approval of
the Board. Other change orders will not require prior
approval. Summaries of all change orders shall be sub-
mitted to the Board monthly in a format approved by the
Board.
Note: See also Title 15, Chapter 1^ Subchapter!, Sec-
tion 568.
(0 Purpose, The appeal hearing procedures are intended to
provide a review concerning the application and enforcement
of standards and regulations governing the administration of
the County Correctional Facility Capital Expenditure Fund. A
county may appeal on the basis of alleged misapplication,
capricious enforcement of regulations, or substantial differ-
ences of opinion as may occur concerning the proper applica-
tion of regulations or procedures.
(g) Definitions applying to appeal procedures. For pur-
pose of this article, the following defmitions shall apply:
APPEAL HEARING means an administrative procedure pro-
viding an appellant with an opporiunity to present the facts of
the appeal for a formal decision concerning matters raised pur-
suant to the purposes set forth in subsection (f), above.
APPELLANT means a county which files a request for an
appeal hearing.
EXECUTIVE OFFICER means the Executive Officer of the
Board.
REQUEST FOR APPEAL HEARING means a clear written
expression of dissatisfaction about a procedure or action taken
and a request for a hearing on the matter and filed with the
Executive Officer of the Board.
FILING DATE means the date a request for an appeal hearing
is received by the Executive Officer of the Board.
AUTHORIZED REPRESENTATIVE means an individual
authorized by the appellant to act as his/her representative in
any or all aspects of the hearing.
HEARING PANEL means a panel comprised of three mem-
bers of the Board who shall be selected by the chairperson at
the time the appeal isfiled. A fourth member may be designated
as an alternate. Members designated to the hearing panel shall
notbeemployedbyorbe residents of the county submitting the
appeal nor shall they be employed by any other county that has
a funded project or is seeking funds.
PROPOSED DECISION means a written recommendation
from the hearing panel/hearing officer to the full Board con-
taining a summary of facts and a recommended decision on the
appeal.
NOTICE OF DECISION means a written recommendation
from the hearing panel/hearing officer to the full Board con-
taining a summary of facts and a recommended decision on the
appeal.
(h) Request Tor appeal hearing by Board.
1 . If a county is dissatisfied with an action of the Board
staff, it may file a request for an appeal hearing with the
Board. Such appeal shall be filed within 30 calendar
days of the notification of the action with which the
county is dissatisfied.
2. The request shall be in writing and:
A. Shall stale the basis for the dissatisfaction.
B . Shall stale the action being requested of the Board.
C. Shall include as attachments any correspondence
related to the appeal with and from the Executive
Officer.
(i) Board hearing procedures.
1 . The hearing shall be conducted by a hearing panel des-
ignated by the Chairperson of the Board at a reasonable
time, date and place, but not later than 2 1 days after the
filing of the request for hearing with the Board, unless
delayed for good cause. The Board shall mail or deliver
to the appellant or authorized representative a written
notice of the time and place of hearing not less than 7
days prior to the hearing.
2. The procedural time requirements may be waived with
mutual written consent of the parties involved.
3. Appeal hearing matters shall be set for hearing, heard,
and disposed of by a notice of decision within 60 days
from the date of the request for appeal hearing, except
in those cases where the appellant withdraws or aban-
dons the request for hearing or the matter is continued
for what is determined by the hearing panel to be good
cause.
4. An appellant may waive a personal hearing before the
hearing panel and under such circumstances, the hear-
ing panel shall consider the written information submit-
ted by the appellant and other relevant information as
may be deemed appropriate.
5. The hearing is not formal in nature. Pertinent and rele-
vant information, whether written or oral, will be
accepted. Hearings will be tape recorded.
6. After the hearing has been completed, the hearing panel
shall submita proposed decision in writing to the Board
at its next regular public meeting.
(J) State Board decision.
1. TheBoard, after receiving the proposed decision, may:
A. Adopt the proposed decision.
B . Decide the matter on the record with or without tak-
ing additional evidence, or.
C. Order a further hearing to be conducted if additional
information is needed to decide the issue.
2. After the hearing panefs proposed decision is adopted,
or an alternate decision is rendered by the Board, or
notice of new hearing ordered, notice of decision or
other such actions shall be mailed or otherwise deUv-
ered by the Board to the appellant.
3. The record of the testimony, exhibits, all papers and
requests filed in the proceedings and the hearing panel's
164
2007 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE
ADMINISTRATIVE REGULATIONS FOfl THE CORRECTIONS STANDARDS AUTHORITY (CSA)
proposed decision, shall constitute the exclusive record
for decision and shall be available to the appellant at
any reasonable time for one year after the dale of the
Board's notice of decision in the case.
4. The decision of the Board shall he final.
Note: Amendments to Section 13-102 effective
November 25, 1993.
13-102. Minimum standards for local detention facilities.
(a) Dcfmitions. The following definitions shall apply:
ADMINISTERING MEDICATION, as it relates to manag-
ing legally obtained drugs, means the act by which a single
dose of medication is given to a patient. The single dose of
medication may be taken either from stock (undispensed) or
dispensed supplies.
ADMINISTRATIVE SEGREGATION means the physical
separation of different types of inmates from each other as
specified in Penal Code Sections 4001 and 4002, and Section
1053 of Title 15, C.C.R. Administrative segregation is accom-
plished to provide that level of control and security necessary
for good management and ihe protection of staff and inmates.
ALTERNATE MEANS OF COMPLIANCE means a pro^
cess for meeting or exceeding standards in an innovative way.
after a pilot project evaluation, approved by the Board pursuant
to an application.
AVERAGE DAILY POPULATION means the average num-
ber of inmates housed daily during the last fiscal year.
BOARD means the State Corrections Standards Authority,
which acts by and through its executive director, deputy direc-
tors, and field representatives.
CONTACT means communications, whether verbal or visual,
or immediate physical presence.
COURT HOLDING FACILITY means a local detention
facility constructed within a court building afler January K
1978. used for the confinement of persons solely for the pur-
pose of a court appearance for a period not to exceed 12 hours.
CUSTODIAL PERSONNEL means those officers with the
rank of deputy, correctional officer, patrol persons or other
equivalent sworn or civilian rank whose primary duties are the
supervision of inmates.
DELIVERING MEDICATION, as it relates to managing
legally obtained drugs, means the act of providing one or more
doses of a prescribed and dispensed medication to a patient.
DEVELOPMENTALLV DISABLED means those persons
who have a disability which originates before an individual
attains age 1 8, continues, or can be expected to continue indefi-
nitely, and constitutes a substantial disability for that individ-
ual. This tenn includes mental retardation, cerebral palsy,
epilepsy and autism, as well as disabling conditions found to be
closely related to mental retardation or to require treatment
similar to that required for mentally retarded individuals.
DIRECT VISUAL OBSERVATION means direct personal
view of the inmate in the contextof his/her surroundings with-
out the aid of audio/video equipment. Audio/video monitoring
may supplement but not substitute for direct visual
observation.
DISCIPLINARY ISOLATION means that punishment sta-
tus assigned an inmate as the result of violating facility rules
and which consists ofconfinement in a cell or housing unit sep-
arate from regular jail inmates.
DISPENSING, as it relates to managing legally obtained
drugs, means the interpretation of the prescription order, the
preparation, repackaging and labeling of the drug based upon a
prescription from aphysician, dentist or other prescriber autho-
rized by law.
DISPOSAL, as it relates to managing legally obtained drugs,
means the destruction of medication or its return to the manu-
facturer or supplier.
EMERGENCY means any significant disruption of normal
facility procedure, policies, or activities caused by a riot, fire,
earthquake, attack, strike or other emergent condition.
EMERGENCY MEDICAL SITUATIONS means those sit-
uations where immediate services are required for the allevia-
tion of severe pain, or immediate diagnosis and treatment of
unforeseeable medical conditions are required, if such condi-
tions would lead to serious disability or death if not immedi-
ately diagnosed and treated.
EXERCISE means activity that requires physical exertion of
the large muscle group.
FACILITY/SYSTEM ADMINISTRATOR means the sher-
iff, chief of police, chief probation officer or other official
charged by law with the administration of a local detention
facility/system.
FACILITY MANAGER means the jail commander, camp
superintendent or other comparable employee who has been
delegated the responsibility for operating a local detention
facility by a facility administrator
HEALTH AUTHORITY means that individual or agency
thatisdesignated with responsibility for health care policy pur-
suant to a written agreement, contract or job description. The
health authority may be a physician, an individual or a health
agency. In those instances where medical and mental health
services are provided by separate entities, decisions regarding
mental health services shall be made in cooperation with the
mental health director When this authority is other than a phy-
sician, final clinical decisions rest with a single designated
responsible physician.
HEALTH CARE means medical, mental health and dental
services.
INMATE WORKER, as used in Articles 8 and 9, means an
adult in a jail or lockup assigned to perform designated tasks
outside of his/her cell or dormitory, for any length of time.
JAIL, as used in Article 8, means a Type II or III facility as
defined in the "Minimum Standards for Local Detention Facili-
ties.'*
LABELING, as it relates to managing legally obtained drugs,
means the act of preparing and affixing an appropriate label to a
medication container.
LAW ENFORCEMENT FACILITY means a building that
contains a Type IJail or Temporary Holding Facility. It does not
include a Type H or III jail, which has the purpose of detaining
2007 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE
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ADMINISTRATIVE REGULATIONS FOR THE CORRECTIONS STANDARDS AUTHORITY (CSA)
adults, charged with criminal law violations while awaiting
trial or sentenced adult criminal offenders.
LEGEND DRUGS are any drugs defined as "dangerous
drugs'' under Chapter 9, Division 2. Section 421 1 of ihe Call-
fotnia Business and Professions Code. These drugs bear the
legend, ""Caution Federal Law Prohibits Dispensing without a
Prescription." The Food and Drug Administration (FDA) has
detennined. because of toxicity or other potentially harmful
effects, that these drugs are not safe for use except under the
supervision of a health care practitioner licensed by law to pre-
scribe legend drugs.
LICENSED HEALTH PERSONNEL includes, but is not
limited to. the following classifications of personnel: physi-
cian/psychiatrist, dentist, pharmacist, physician's assistant,
registered nurse/nurse practitioner/public health nurse,
licensed vocational nurse and psychiatric technician.
LIVING AREAS means those areas of a facility utilized for
the day-to-day housing and activities of inmates. These areas
do not include special use cells such as sobering, safety, and
holding or staging cells normally located in receiving areas.
LOCAL DETENTION FACILITY means any city, county.
city and county, orregional jail. camp, court holding facility or
other correctional facility, whether publicly or privately oper-
ated, used for confinement of adults or of both adults and
minors, but does not include that portion of a facility for con-
finement of both adults and minors which is devoted only to the
confinement of minors.
LOCAL DETENTION SYSTEM means all of the local
detention facilities that are under the jurisdiction of a city,
county or combination thereof, whether publicly or privately
operated. Nothing in the standards are to be construed as creat-
ing enabling language to broaden or restrict privatization of
local detention facilities beyond that which is contained in
other statute.
LOCAL HEALTH OFFICER means that licensed physician
who is appointed pursuant to Health and Safety Code Section
101000 to carry out duly authorized orders and statutes related
to public health within their jurisdiction.
LOCKUP means a locked room or secure enclosure under the
control of a peace officer or custodial officer that is primarily
used for the temporary confinement of adults who have
recently been arrested; sentenced prisoners who are inmate
workers may reside in the facility to carry out appropriate
work.
MANAGERIAL CUSTODIAL PERSONNEL Means the
jail commander, camp superintendent or other comparable
employeewho has been delegated the responsibility for operat-
ing a local detention facility by a facility administrator.
MENTALHEALTH DIRECTOR meansthat individual who
js designated by contract, written agreement orjob description,
to have administrative responsibility for the facility or system
mental health program.
NONSECURE CUSTODY means that a minor's freedom of
movement in a law enforcement facility is controlled by the
staff of the facility; and
( 1 ) the minor is under constant direct visual observation by
the staff;
(2) the minor is not locked in a room or enclosure; and.
(3) the minor is not physically secured to a cuffmg rail or
other stationary object.
NONSENTENCED INMATE means an inmate with any
pending local charges or one who is being held solely for
charges pending in another jurisdiction.
OVER-THE-COUNTER (OTC) DRUGS, as it relates to
managing legally obtained drugs, are medications which do not
require a prescription (nonlegend).
PEOPLE WITH DISABILITIES includes, but Is not limited
to, persons with a physical or mental impaimient that substan-
tially limits one or more of their major life activities or those
persons with a record of such impairment or perceived impair-
ment that does not include substance use disorders resulting
from current illegal use of a controlled substance.
PILOT PROJECT means an initial short-term method to test
or apply an innovation orconceptrelated to the operation, man-
agement or design of a local detention facility pursuant to
application to, and approval by, the Board.
PROCUREMENT, as it relates to managing legally obtained
drugs, means the system for ordering and obtaining medica-
tions for facility stock.
PSYCHOTROPIC MEDICATION means any medication
prescribed for Ihe treatment of symptoms of psychoses and
other menial and emotional disorders.
RATED CAPACITY means the number of inmate occupants
for which a facility's single- and double-occupancy cells, or
dormitories, except those dedicated for health care or disciplin-
ary isolation housing, were planned and designed in confor-
mity to the standards and requirements contained herein and in
Title 15,C.C.R.
REGIONAL CENTER EOR DEVELOPMENTALLY
DISABLED means those private agencies throughout the
state, funded through the Department of Developmental Ser-
vices which assure provision of services to persons with devel-
opmental disabilities. Such centers will be referred to as
regional centers in these regulations.
REMODEL means to alter the facility structure by adding,
deleting, or moving any of the building's components, thereby
affecting any of the spaces specified in Title 24, Section 470 A.
REPACKAGING, as it relates to managing legally obtained
drugs, means the transferring of medications from the original
manufacturer's container to another properly labeled container.
REPAIRmeansJorestore to original condition or replace with
like-in -kind.
SAFETY CHECKS means regular, intermittent and pre-
scribed direct, visual observation to provide for the health and
welfare of inmates,
SECL'RE DETENTION means that a minor being held in
temporary custody in a law enforcement facility is locked in a
room or enclosure and/or physically secured to a cuffing rail or
other stationary object.
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SECURITY GLAZING means a glass/polycarbonate com-
posite glazing material designed for use in detention facility
doors and windows and intended to withstand measurable,
complex loads from deliberate and sustained attacks in a deten-
tion environment,
SENTENCED INMATE means an inmate that is sentenced
on all local charges.
SHALL is mandatory: ''may" is permissive.
SOBERING CELL as referenced in Section 1 056. refers to an
initial ""sobering up" place for arrestees who are sufficiently
intoxicated from any substance to require a protected environ-
ment to prevent injury by falling or victimization by other
inmates.
STORAGE, as it relates to legally obtained drugs, means the
controlled physical environment used for the safekeeping and
accounting of medications.
SUPERVISION !N A LAW ENFORCEMENT FACILITY
means that a minor is being directly observed by the responsi-
ble individual in the facility to the extent that immediate inter-
vention or other required action is possible.
SUPERVISORY CUSTODIAL PERSONNEL means those
staff members whose duties include direct supervision of cus-
todial personnel.
TEMPORARY CUSTODY means that the minor is not at hb-
erty to leave the law enforcement facility.
TEMPORARY HOLDING FACILITY means a local deten-
tion facility constructed after Januai7 K 1978, used for the con-
finement of persons for 24 hours or less pending release,
transfer to another facility or appearance in court.
TYPE I FACILITY means a local detention facility used for
the detention of persons, fornot more than 96 hours, excluding
holidays, after booking. Such a Type I facility may also detain
persons on court order either for their own safekeeping or sen-
tenced to a city jail as an inmate worker, and may house inmate
workers sentenced to the county jail provided such placement
in the facility is made on a voluntary basis on the part of the
inmate. As used in this section, an inmate worker is defined as a
person assigned to perfonn designated tasks outside of his/her
cell or dormitory, pursuant lo the written policy of the facility,
for a minimum of four hours each day on a five-day scheduled
work week.
TYPE II FACILITY means a local detention facility used for
the detention of persons pending arraignment, during trial and
upon a sentence of commitment.
TYPE III FACILITY means a local detention facihty used
only for the detention of convicted and sentenced persons.
TYPE IV FACILITY means a local detention facility or por-
tion thereof designated for the housing of inmates eligible
under Penal Code Section 1208 for work'education furlough
and/or other programs involving inmate access into the
community.
(b) Exclusions. Title 24 of the California Code of Regula-
tions. Sections 13-102 and 2-1013 which pertain to planning
and designof detention facilities shall be applicable lo facilities
for which architectural drawings have been submitted to the
State Board for review. These requirements shall not be apph-
cable to facilities which were constructed in conformance with
the standards of the Board in effect at the time of initial archi-
tectural planning. When any facility, designed and constructed
under earlier standards, can comply with a more recently
adopted requirement, the least-restrictive regulation shall
apply.
If, in the course of inspection of local detention facilities, the
Board detennines that a facility planned or built prior to these
regulations does not meet the appropriate, applicable standards
in effect at the time of initial architectural planning, the local
governing body shall submit lo the Board for their approval
within one year of such inspection a plan for causing that facil-
ity to meet current standards. Such a plan shall include the spe-
cific building areas which need to be remodeled and/or
constructed, a definite time period over which the proposed
modifications are planned, and a cost estimate including a
description of the method of financing.
(c) Initial planning for a local detention facility.
1. Letter of intent. A city, county, city and county, or any
combination thereof which has an intent to build or
remodel any local detention facility shall immediately
file a letter of intent with the Board.
2. Needs assessment study. Any city, county, city and
county, or region intending toconstruct a new Type 1,11,
III or IV facility or add 25 or more beds to an existing
facility shall complete a needs assessment study. One
copy of the needs assessment study shall be submitted
to the Board priortocontracfing for plans and specifica-
tions.
The needs assessment shall include, but not be lim-
ited to, a description of:
A. The elements of the system;
B. The department's operational and design philoso-
phy;
C. The current inmate population;
D. The classification system;
E. Program needs, including planned academic pro-
grams including special education programs and an
analysis of performance in using programs that can
reduce secure facility requirements;
F. An analysis of the local trends and characteristics
which influence planning assumptions about future
corrections' systems change, including population
projections, current and projected inmate popula-
tions, and program costs based on continuation of
current policies and projecfions of alternative poli-
cies or programs on inmate population growth and
program costs;
G. The adequacy of staffing levels;
H. The ability to provide visual supervision;
I. The adequacy of record keeping;
J. A history of the systems compliance with standards;
and
K. Any unresolved issues.
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3. Operational program statement. Unless Ihe con-
struction or remodeling is of a minor nature, not affect-
ing the capacity or flow of the facility, an operational
program statement shall be developed by the facility
administrator and submitted to the Board for Ihe pur-
pose of providing the basis upon which architectural
plans are drawn. The operational program statement
must be submitted with the schematic architectural
plans required by Section 13-102 (c) 5 ofthese regula-
tions and must include a description of the following:
A. Intended capacity of facility.
B. Security and classification of inmates to be housed.
C. Inmate movement within the facihty and. entry and
exit from security areas.
D. Food preparation and serving,
E. Staffing.
F. Booking,
G. Visiting and attorney reviews,
H. Exercise,
1. Programs.
J. Medical services, including the management of
communicable diseases.
K. Cleaning and/or laundering.
L. Inmate segregation as specified in Penal Code Sec-
tions 4001 and 4002 and Article 5 of Title 15,
C.C.R.
M. Court holding and inmate movement.
N. Mental health services.
O. Facilities for jail administration and operations
staff
P. Staff to staff communications system.
Q. Management of disruptive inmates.
R. Management and placement of persons with dis-
abilities, with provisions for wheelchairs, gurney
access and for evacuation diu"ing emergencies.
S. Architectural treatmentof space relative to prevent-
ing suicides by inmates.
T. Method of implementing Penal Code Section 4030
relating to the holding of misdemeanor arrestees.
U. Intended type of facility.
V. Sobering cell(s) as referenced by Title 15, Section
1056. with the ability to segregate.
W. Safely cell(s) as referenced by Title 15, Section
1055.
4. TypG 111 and I^pe IV facilities in existing buildings.
Wherever a city, county or combination thereof, intends
to establish a Type 111 or Type IV facility in an existing
building orbuildings, notice shall be given to the Board
of Corrections whose staff shall complete a survey to
detentiine capacity of such buildings and shall make
recommendations for necessary modifications. The
proposing local government shall secure the appropri-
ate clearance from the health authority, building
official, and State Fire Marshal.
5. Submittal of plans and specifications. All plans and
specifications submitted to the Board of Corrections in
compliance with Penal Code Section 6029 shall be in
duplicate at the schematic design phase, at the design
development phase and when the construction docu-
ment drawings and specifications are developed. A
copy of the plans will be forwarded by the Board to the
State Fire Marshal for review. Board of Corrections
staff shall respond in writing indicating compliance or
noncompliance with these regulations.
6. Design requirements.
A. The design of a local detention facility shall comply
with provisions of California Code of Regulations,
Title24, Part 2, Section 2-1013.
B. The design of a Type 1, Type 11, Type 111 or Type IV
facility, shall provide the following:
(1) Fire safety. The provisions of Title 19 as they
relate to detention facilities shall be incorpo-
rated into the facility design.
(2) Suicide hazards. Architectural plans shall be
reviewed by the Board for the purpose of reduc-
ing hazards posed by fixtures and equipment
which could he used for an act of suicide by an
inmate. The facility design shall avoid any sur-
faces, edges, fixtures or fittings that can provide
an attachment for self-inflicted injury. The fol-
lowing features shall be incorporated in the
design of temporary holding cells, temporary
staging cells sobering cells, safety cells, single
occupancy cells and any other area where an
inmate may be left alone:
a. plumbing shall not be exposed. Operation of
control valves shall use flush buttons or sim-
ilar. The drinking fountain bubbler shall be
without curved projections;
b. towel holders shall be ball-in-socket or
indentedclasp,notpull-down hooks or bars;
c. supply and return grilles shall have openings
no greater than Vk, inch or have 16-mesh per
square inch;
d. beds, desk surfaces and shelves shall have
no sharp edges and be configured to prevent
attachment;
e. light fixtures shall be tamper resistant;
f fixtures such as mirrors shall be mounted
using tamper-resistant fasteners; and
g. fire sprinkler heads inside rooms shall be
designed to prevent attachment.
(3) Health and sanitation. Provisions of
Subchapter 4, Title 15, California Code of Regu-
lations, and of the California Uniform Retail
Food Facilities Law as they relate to detention
facilities shall be incorporated into the facility
design.
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(4) Single- and/or double-occupancy cells. In any
local delention system, the number of single-
and/ or double-occupancy cells shall be that
number, delermined by the facility/system
administrator in conjunction with the Board of
Corrections, necessary to safely manage the
population of the facility /system based on a
comprehensive needs assessment which
accounts for those inmates projected to be;
a. administrative segregation cases,
b. persons with disabilities,
c. custodial problems, and/or
d. likely to need individual housing for other
specific reasons as determined by the facil-
ity/system administration.
The total number of single- and/or dou-
ble-occupancy cells shall not be less than 10
percent of the system's Board of Corrections
rated capacity. The local detention facility/
system shall comply with all other design
requirements contained in these regulations.
(5) Staff and inmafc safety. Facilities shall be
designed and/or equipped in such a manner that
staff and inmates have the ability to summon
immediate assistance in the event of an incident
or an emergency.
(6) Heating and cooling. Provision shali be made
to maintain a comfortable living environment in
accordance with the heating, ventilating, and air
conditioning requirements of Parts 2 and 4, and
the energy conservation requirements of Part 6,
Title 24, California Code of Regulations.
(7) Acoustics. Housing areas shall be designed and
constructed so that the average noise level does
not exceed 70 decibels during periods of activity
and 45 decibels during sleeping hours.
(8) Living areas. Living areas shall be separated
from the area for reception and booking.
(9) Spaces for persons ^ith disabilities.
a. Housing cell or room. A cell or room for an
inmate with a disability using a wheelchair
must have an appropriate entry and toilet,
washbasin and drinking fountain which the
inmate can use without personal assistance.
b. Other spaces within the security perimeter
such as day rooms and activity areas shall be
located such that persons with disabilities
will not be excluded from participating in
any program for which he or she would oth-
erwise be eligible. Accessible showers for
inmates with disabilities shall be available.
c. Spaces outside the security perimeten Public
areas of a local detention facility shall com-
ply with the applicable chapters of Title 24,
Part 2 ofthe California Code of Regulations.
(10) Security. The design should facilitate security
and supervision appropriate to the level of
inmate custody.
(11) Glazing. Internal and external facility glazing
shall be appropriate to the security level ofthe
detention area or room.
(12) Hair care space. Space and suitable equipment
must be provided in all Type II or Type III facili-
ties for men's haircutting and/or female
hair-dressing.
(13) Floor drains shall be provided where operation-
ally and mechanically appropriate,
(14) Medical/mental health care housing shall be
designed in consultation with the health author-
ity. Medical/mental health areas may contain
other than single occupancy rooms.
C. The design of a Court Holding or Temporary Hold-
ing facility must include and comply with the fol-
lowing subsections of Section 13-102 (c) 6 B: (1),
(2), (3). (5), (6). (7). (9). (10) and (13). Court hold-
ing facilities shall have separate paths of travel for
inmates from those used by the public.
7. Pilot projects. The pilot project is the short-term
method used by a local detention facility/system,
approved by the Board of Corrections, to evaluate inno-
vative programs, operations or concepts which meet or
exceed the intent of these regulations.
The Board of Corrections may, upon application of a
city, county, or city and county, grant piloi project status
to a program, operational innovation or new concept
related to the operation and management of a local
detention facility. An application for a pilot project
shall include, at a minimum, the following information:
A. The regulations which the pilot project will affect.
B. Reviewof case law, including any lawsuits brought
against the applicant's local detention facility, perti-
nent to the proposal.
C. The applicant's history of compliance of noncom-
pliance with standards.
D. A summary of the "totality of conditions" in the
facility or facilities, including but limited to:
(1) Program activities, exercise and recreation;
(2) Adequacy of supervision;
(3) Types of inmates affected; and,
(4) Inmate classification procedures.
E. A statement of the goals the pilot project is intended
to achieve, the reasons a pilot project is necessary
and why the particular approach was selected.
F. The projected costs of the pilot project and pro-
jected cost savings to the city, county, city and
county, if any.
Q A plan for developing and implementing the pilot
project, including a time line where appropriate.
2007 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE
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ADMINISTRATIVE REGULATIONS FOR THE CORRECTIONS STANDARDS AUTHORITY (CSA)
H. A Statement of how the overall goal of providing
safety to staff and inmates will be achieved.
The Board of Corrections shall consider applications for
pilotprojects based on the relevance and appropriateness of ihe
proposed project, the completeness of the information pro-
vided in the application and staff recommendations.
Within 10 working days of receipt of the application, Board
staff will notify the applicant, in writing, that the application is
completeandacceptedforfiling.or that Ihe application is being
returned as deficient and identifying what specific additional
information is needed. This does not preclude the Board of
Corrections members from requesting additional information
necessary to make a detentii nation that the pilot project pro-
posed actually meets or exceeds the intent of the regulations at
the time of the hearing. When complete, the application will be
placed on the agenda for the Board's consideration at a regu-
larly scheduled meeting. The written notification from the
Board to the applicant shall also include the date, lime and loca-
tion of the meeting at which the application will be considered.
(The Board meeting schedule for the current calendar year is
available through its office in Sacramento.)
When an application for a pilot project is approved by the
Board of Corrections, the Board shall notify the applicant, in
writing within 10 working days of the meeting, of any condi-
tions included in the approval and the time period for the pilot
project. Regular progress reports and evaluative data on the
success of the pilot project in meeting its goals shall be pro-
vided to the Board. If disapproved, the applicant shall be noti-
fied in writing, within 10 working days of the meeting, the
reasons for said disapproval. This application approval process
may take up to 90 days from the date of receipt of a complete
application.
Pilot project status granted by the Board of Corrections shall
not exceed twelve months after its approval date. When
deemed to be in the best interest ofthe application, the Board of
Corrections may extend the expiration date for up to an addi-
tional twelve months. Once a city, county, or city and county
successfully completes the pilot project evaluation period and
desires to continue with the program, it may apply for an alter-
nate means of compliance as described in Section [3-102(c)8
of these regulations,
S. Alternate means of compliance. The alternate
means of compliance is the long-term method used
by a local detention facility /system, approved by
the Board, to encourage responsible innovation and
creativity in the operation of California's local
detention facilities. The Board may, upon applica-
tion of a city, county, or city and county, consider
alternate means of compliance with these regula-
tions after the pilot project process has been suc-
cessfully evaluated [as defined in Section
13-I02(c)7]. The city, county, or city and county
mustpresent the completed application to the Board
no later than 30 days prior to the expiration of its
pilot project.
Applications for alternate means of compliance
must meet the spirit and intent of improving jail
management, shall be equal to or exceed the exist-
ing standard{s) and shall include reporting and
evaluation components. An application for alter-
nate means of compliance shall include, at a mini-
mum, the following information:
A. Review of case law, including any lawsuits brought
against the applicant local detention facility, perti-
nent to the proposal.
B. The applicant's history of compliance or noncom-
pliance with standards.
C\ A summary of the ""totality of conditions" in the
facility or facilities, including but not limited to:
( 1 ) Program activities, exercise and recreation;
(2) Adequacy of supervision;
(3) Types of inmates affected; and
(4) Inmate classification procedures.
D. A statement of the problem the alternate means of
compliance is intended to solve, how the alternative
will contribute to a solution of the problem and why
it is considered an effective solution.
E. The projected costs of the alternative and projected
cost savings to the city, county, city and county if
any.
F. A plan for developing and implementing the alter-
native, including a time line where appropriate.
G. A statement of how the overall goal of providing
safety to staff and inmates was achieved during the
pilot project evaluation phase [Section
13-102(c)7].
ARTICLE 2
MINIMUM STANDARDS FOR JUVENILE FACILITIES
I3-20L Minimum standards tor juvenile facilities.
(a) Dcfmitions. The following definitions shall apply:
ADMINISTERING MEDICATION, as it relates to pharma-
ceutical management, means the act by which a single dose of
medication is given to a patient by licensed health care staff.
The single dose of medication may be taken either from slock
(undispensed) or dispensed supplies.
ALTERNATE MEANS OF COMPLIANCE means a
process for meeting or exceeding the intent of the standards in
an innovative way as approved by the Board pursuant to an
application.
APPEAL HEARING means an administrative procedure pro-
viding an appellant with an opportunity to present the facts of
the appeal for the fonnal decision concerning matters raised
pursuant to the purposes set forth in these regulations. Such
hearing may be conducted using oral and/or written testimony
as specified by the Executive Director of the Board.
APPELLANT means a county or city which files a request for
an appeal hearing.
AUTHORIZED AND REPRESENTATIVE means an indi-
vidual authorized by the appellant to act as its representative in
any or all aspects of the hearing.
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ADMINISTRATIVE REGULATIONS FOfl THE CORRECTIONS STANDARDS AUTHORITY (CSA)
BOARD means the Stale Corrections Standards Authority,
which acts by and through its executive director, deputy direc-
tors and field representatives.
CAMP means a juvenile camp, ranch, forestry camp or boot
camp estahlished in accordance with Section SSI of the Wel-
fare and Institutions Code, to which minors made wards of the
court on the grounds of fitting the description in Section 602 of
the Welfare and Institutions Code may be committed.
CHILD SUPERVISION STAFF means juvenile facility
employee, whose duty is primarily the supervision of minors.
Administrative, supervisory, food services, janitorial or other
auxiliary staff is not considered child supervision staff
COMMITTED means placed in a jail or juvenile facility pur-
suant toa court order for a specific period of time, independent
of, or in connection with, other sentencing alternatives.
CONTACT means communications, whether verbal or visual,
or immediate physical presence.
CONTRABAND is any object, writing or substance, the pos-
session of which would constitute a crime under the laws of the
State of California, pose a danger within a juvenile facility or
would interfere with the orderly day-to-day operation of a
juvenile facility.
CONTROL ROOM is a continuously staffed secure area
within the facility that contains staff responsible for safety,
security, emergency response, communication, electronics and
movement.
COURT HOLDING FACILITY FOR MINORS means a
local detention facility constructed wiihinacourt building used
for the confinement of minors or minors and adults for the pur-
pose of a court appearance, for a period not to exceed 12 hours.
DELIVERING MEDICATION, as it relates to pharmaceuti-
cal management, means the act of providing one or more doses
of a prescribed and dispensed medication to a patient.
DEPARTMENT means the Department of the Youth Author-
ity.
DEVELOPMENTALLY DISABLED means Those persons
who have a disability which originates before an individual
attains age 18, continues, or can be expected to continue indefi-
nitely, and constitutes a substantial disability for that individ-
ual. This term includes mental retardation, cerebral palsy,
epilepsy and autism, as well as disabling conditions found to be
closely related to mental retardation or to require treatment
similar to that required for mentally retarded individuals.
DIRECT VISUAL OBSERVATION means staff must per-
sonally see minor's movement and/or skin. Audio/video moni-
toring may supplement but not substitute for direct visual
observation.
DIRECT VISUALSUPERVISION means staff constantly in
the presence of the minor. Audio/video monitoring may sup-
plement but not substitute for direct visual supervision.
DISPENSING, as it relates to pharmaceutical management,
means the interpretation of the prescription order, the prepara-
tion, repackaging, and labeling of the drug based upon a pre-
scription from a physician, dentist or other prescriber
authorized by law.
DISPOSAL, as it relates to pharmaceutical management,
means the destruction of medication or its retiuTi to the manu-
facturer or supplier.
EMERGENCY means a significant disruption of normal
facility procedure, policy or operation caused by civil disorder.
single incident of mass arrest of juveniles and natural disasters
such as flood, fire or earthquake; and which requires immedi-
ate action to avert death or injury and to maintain security.
EXECUTIVE DIRECTOR means the Executive Du^ector of
the Board.
EXERCISE means an activity that requires physical exertion
of the large muscle group.
FACILITY ADMINISTRATOR means Chief Probation
Oflicer, Sheriff. Marshal. Chief of Police or other official
charged by law with administration of the facility.
FACILITY MANAGER means director, superintendent,
police or sheriff commander or other person in charge of the
day-to-day operation of a facility holding minors.
FILING DATE means the date a request for an appeal hearing
is received by the Executive Director or the Board.
504 PLAN means a written educational plan developed by a
group of educators, administrators, parents and other relevant
participants pursuant to Section 504 of the Federal Rehabilita-
tion Act of IQ73: Title 29 of the United States Code. Section
794; and Title 34 ofthe Code ofFederal Regulations. Part 104,
that addresses the needs of a disabled student, as defined under
section 504.
FLIRLOLIGH means the conditional or temporary release of a
minor from the facility.
HEALTH ADMINISTRATOR means that individual or
agency that is designated with responsibility for health care
policy pursuant to a written agreement, contract or job descrip-
tion. The health administrator may be a physician, an individ-
ual or a health agency. In those instances where medical and
mental health services are provided by separate entities, deci-
sions regarding mental health services shall be made in cooper-
ation with the mental health director. When the administrator is
other than a physician, final clinicaljudgment rests with a des-
ignated responsible physician.
HEALTH CARE means medical, mental health and dental
services.
HEALTH CARE CLEARANCE means a nonconfidential
statement which indicates to child supervision staff that there
are no health contraindications to a minor being admitted to a
facility and specifies any limitations to full program
participation.
HEARING PANEL means a panel comprised of three mem-
bers of the Board of Corrections who shall be selected by the
Chairman at the time an appeal is filed. A fourth member may
be designated as alternate. Members designated to the hearing
panel shall not be employed by or citizens of ihe county or city
submilting an appeal.
INDIVIDUAL EDUCATION PROGRAM (lEP) means a
written statement determined in a meeting of the individualized
2007 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE
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ADMINISTRATIVE REGULATIONS FOR THE CORRECTIONS STANDARDS AUTHORITY (CSA)
education program team pursuant to Education Code Section
56345.
INMATE WORKER means an adult in a jail or lockup
assigned to perfomi designated tasks outside of his/her cell or
dormitory, pursuant to the written policy of the facility, for a
minimum of four hours each day on a five-day scheduled work-
week.
JAIL means a Type 11 or HI facility as defined in the "Mini-
mum Standards for Local Detention Facilities/'
JLVENILE FACILITY means a juvenile hailjuvenile home,
ranch or camp, forestry camp, regional youth education facil-
ity, boot camp or special-purpose juvenile halL
JUVENILE HALL means a county facility designed for the
reception and temporary care of minors detained in accordance
widi the provisions of this subchapter and the juvenile court
law.
LABELING, as it relates to pharmaceutical management,
means the act of preparing and affixing an appropriate label to a
medication container
LAW ENFORCEMENT FACILITY means a building that
containsaTypeljailorTemporary Holding Facility. It does not
include a Type II or III jail which has the purpose of detaining
adultscharged with criminal law violationswhile awaiting trial
or sentenced adult criminal offenders.
LEGEND DRUGS are any drugs defined as ""dangerous
drugs'' under Chapter ^, Division 2, Section 42 1 1 of the Cali-
fornia Business and Professions Code. These drugs bear the
legend, "Caution Federal Law Prohibits Dispensing Without a
Prescription." The Food and Drug Administration (FDA) has
detentiined. because of toxicity or other potentially harmful
effects, that these drugs are not safe for use except under the
supervision of a health care practitioner licensed by law to pre-
scribe legend drugs.
LICENSED HEALTH CARE PERSONNEL means those
individuals who are licensed by the state to perform specified
functions within a defined scope of practice. This includes, but
is not limited to, the following classificafions of personnel:
physician/psychiatrist, dentist, pharmacist, physician's assis-
tant, registered nurse/nurse practitioner/public health nurse.
Hcensed vocational nurse and psychiatric technician.
LIVING AREA in a juvenile hall shall be a self-contained unit
containing locked sleeping rooms, single and double occu-
pancy sleeping rooms or dormitories, dayroom space, water
closets, wash basins, drinking fountains and showers commen-
surate to the number of minors housed, not to exceed 30
minors, A living unit shall not be divided by any permanent or
temporary barrier that hinders direct access, supervision or
immediate intervention or other action if needed.
LOCAL HEALTH OFFICER means that licensed physician
who is appointed by the Board of Supervisors pursuant to
Health and Safety Code Section 101000 to carry out duly
authorized orders and statutes related to public health within
his/her jurisdiction.
LOCKUP means a locked room or secure enclosure under the
control of a peace ofiicer or custodial officer that is primarily
for the temporary confinement of adults who have recently
been arrested, sentenced prisoners who are inmate workers
may reside in the facility to carry out appropriate work. Lock-
ups are Type I or Temporary Holding Facilities as defined in the
''Minimum Standards for Local Detention Facilities."
MAXIMUM CAPACITYmeans the number of minors dial
can be housed at any one time in a juvenile hall, camp, ranch,
home, forestry camp, regional youth education facility or boot
camp in accordance with provisions in this subchapter.
MENTALHEALTH DIRECTOR meansthat individual who
is designated by contract, written agreement or job description
to have administrative responsibility for the mental health pro-
gram. The health administrator shall work in cooperation with
the mental health director to develop and implement mental
health policies and procedures.
MINIMUM STANDARDS FOR LOCAL DETENTION
FACILITIES means those regulations within Title 15. Divi-
sion 1 , Subchapter 4, Section 1 000 et. seq. of the California
Code of Regulations and Title 24, Part 1, Section 13-102. and
Part 2, Section 470A of the California Code of Regulations, as
adopted by the Board.
MINOR means a person under 18 years of age and includes
those persons whose cases are under the jurisdiction of the
adult criminal court.
NEW GENERATION DESIGN means a design concept for
detention facilities in which housing cells, donnitories or
sleeping rooms are positioned around the perimeter of a com-
mon day-room, fonning a housing/living unit. Generally, the
majority of services for each housing/living unit {such as din-
ing, medical exam/sick call, programming, school, etc.) occur
in specified locations within the unit.
NONSECURE CUSTODY means that a minor's freedom of
movement in a law enforcement facility is controlled by the
staff of the facility; and
a. The minor is under constant direct visual observation
by the staff:
b. The minor is not locked in a room or enclosure; and,
c. The minor is not physically secured to a cufTmg rail or
other stationary object.
NOTICE OF DECISION means a written statement by the
Executive Director or the Board which contains the formal
decision of the Executive Director or the Board and the reason
for that decision.
ON-SITE HEALTH CARE STAFF means licensed, certified
or registered health care personnel who provide regularly
scheduled health care services at the facility pursuant to a con-
tract, written agreement or job description. It does not extend to
emergency medical personnel or other health care personnel
who may be on site to respond to an emergency or an unusual
situation.
OVER-THE-COUNTER (OTC) DRUGS, as it relates to
pharmaceutical management, are medications which do not
require a prescription (nonlegend).
PILOT PROJECT means an initial short-term method to test
orapply an innovation orconceptrelaied to the operation, man-
agement or design of a juvenile facility, jail or lockup pursuant
to an application to, and approval by, the Board.
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PRIMARY RESPONSIBILITY is ihe ability of a child
supervision staff member lo independently supervise one or
more minors.
PROCUREMENT, as it relates lo pharmaceutical manage-
ment, means the system for ordering and obtaining medica-
tions for facility stock.
PROPOSED DECISION means a written recommendation
from the hearing panel/hearing oHicer to the full Board con-
taining a summary of facts and a recommended decision on an
appeal.
PROSTHESES means artificial devices to replace missing
body parts or to compensate for defective bodily function.
Prostheses are distinguished from slings, crutches orother sim-
ilar assistive devices.
PSYCHOTROPIC MEDICATION means those drugs
whose purpose is to have an effect on the central nervous sys-
tem lo impact behavior or psychiatric symptoms. Psychotropic
medications include, but are not limited to. antipsychotic, anti-
depressant, lithium carbonate and anxiolytic drugs, as well as
anticonvulsants or any other medication when used to treat
psychiatric conditions. Drugs used to reduce the toxic side
effects of psychotropic medications are not included.
RECREATION means activities that occupy the attention and
offer the opportunity for relaxation. Such activities may
include ping-pong, TV, reading, board games and letter
writing.
RECIONALFACILITYmeansafacility serving two or more
counties bound together by a memorandum of understanding
or a joint powers agreement identifying the terms, conditions,
rights, responsibilities and financial obligation of all parties.
REMODELING means to alter the facility structure by add-
ing, deleting or moving any of the buildings components,
thereby affecting any of the spaces specified in Title 24. Sec-
tion 1230.
REPACKAGING, as it relates to pharmaceutical manage-
ment, means transferring medications from the original manu-
facturer's container lo another properly labeled container.
REQUEST FOR APPEAL HEARING means a clear written
expression of dissatisfaction about a procedure or action taken,
requesting a hearing on the matter, and filed with the Executive
Director of the Board.
RESPONSIBLE PHYSICIAN means that physician who is
appropriately licensed by the state and is designated by con-
tract, written agreement or job description to have responsibil-
ity for policy development in medical, dental and mental health
matters involving clinical judgments. The responsible physi-
cian may also be the health administrator
SECURE DETENTION means that a minor being held in
temporary custody in a law enforcement facility is locked in a
room or enclosure and/or is physically secured to a cuffing rail
or other stationary object.
SECURITY GLAZING means a glass/polycarbonate com-
posite glazing material designed for use in detention facility
doors and windows and intended to withstand measurable,
complex loads from deliberate and sustained attacks in a deten-
tion environment.
SHALL is mandatory: ""may" is permissive.
SPECIAL-PURPOSE JUVENILE HALL means a county
facility used for the temporary confmement of a minor, not to
exceed96 hours, prior to transfer to a full service juvenile facil-
ity or release.
STATUS OFFENDER means a minor alleged or adjudged to
be a person described in Section 60 1 of the Welfare and Institu-
tions Code.
STORAGE, as it relates to pharmaceutical management.
means the controlled physical environment used for the safe-
keeping and accounting of medications.
SUPERVISION IN A LAW ENFORCEMENT FACILITY
means that a minor is being directly observed by the responsi-
ble individual in the facility to the extent that immediate inter-
vention or other required action is possible.
SUPERVISORY STAFF means a staff person whose primary
duties may include, but are not limited to, scheduling and eval-
uating subordinate staff, providing on-the-job training, making
recommendations for promotion, hiring and discharge of sub-
ordinate staff, recommending disciplinary actions and oversee-
ing subordinate staff work. Supervisory staff shall not be
included in the minor to supervision slafT ratio, although some
oftheir duties could include the periodic supervision of minors.
TEMPORARY CUSTODY means that the minor is not at Ub-
erty to leave the law enforcement faciUty.
USE OF FORCE means an immediate means of overcoming
resistance and to control the threat of imminent harm to self or
others.
(b) Exclusions. Title 24 of the California Code of Regula-
tions. Sections 13-201 and 1230. which pertain to planning and
design of juvenile facilities, shall be applicable to facilities for
which architectural drawings have been submitted to the State
Board for review. These requirementsshall not be applicable to
facilities that were constructed in conformance with the stan-
dards of the Department of the Youth Authority or the Board in
effect at the time of initial architectural planning. However, an
existing juvenile facility built in accordance with construction
standards in effect at the time of construction shall be consid-
ered as being in compliance with the provisions of this article
unless the condition of the structure is determined by the facil-
ity administrator or other appropriate authority to be dangerous
to life, health or welfare of minors. When any facility, designed
and constructed under earlier standards, can comply with a
more recently adopted requirement, the least restrictive regula-
tion shall apply.
If, in the course of inspection of local juvenile facilities, the
Board detennines that a facility planned or built prior lo these
regulations does not meet the appropriate, applicable standards
in effect at the time of initial architectural planning, the local
governing body shall submit to the Board for their approval
within one year of such inspection a plan for causing that facil-
ity 10 meet current standards. Such a plan shall include the spe-
cific building areas that need to be remodeled and/ or
constructed, a definite time period over which the proposed
modifications are planned, and a cost estimate including a
description of the method of financing.
2007 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE
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(c) Initial planning for a local juvenile Tacility.
1. Letter of intenl. A county, city, city and county or
regional juvenile facility that intends to build or
remodel any local juvenile facility sliall file a letter of
intent with the Board.
2. Needsassessmcnt. Any county, city, city and county, or
regional juvenile facility intending to construct a new
juvenile facility, or expand the rated capacity of the cur-
rent facility, shall complete a needs assessment. One
copy of ihe needs assessment shall be submitted to the
Board prior to submitting plans and specifications.
There are two types of needs assessments:
A. Comprehensive Needs Assessment. The Compre-
hensive Needs Assessment shall include:
(1) A description of the elements of the system;
(2) A description of the department's management
ph i losophy /process ;
(3) A description of the current minor population;
(4) A description of the classification system;
(5) A description of the program needs, including
planned academic programs and special educa-
tion programs, and an analysis of performance
in using programs which can reduce secure
facility requirements;
(6) An analysis of the corrections' system trends
and characteristics which influence planning
assumptions about future change, including:
population projections, projections of minor
population and program costs based on continu-
ation of current policies, and projections of Ihe
impact of alternative policies or programs on
minor population growth and program costs;
(7) A history of the system's compliance with stan-
dards, including the adequacy of staffmg levels
and the ability to provide visual supervision;
(8) A history of the adequacy of record keeping;
(9) The ability to provide confidential interviews
and medical exams; and:
(10) A discussion of unresolved issues.
B. Targeted Needs Assessment.
(1) For expansion of an existing facility, a targeted
needs assessment may be submitted if a compre-
hensive needs assessment has been submitted
and accepted by the Board within 5 years.
(2) The Targeted Needs Assessment shall include
any update and/or changes to the previous Com-
prehensive Needs Assessment and provide
information affirming its vahdity and accuracy,
3. Operational program statement. Unless the con-
struction or remodeling is of a minor nature, not affect-
ing the capacity or flow of the facility, an operational
program statement shall be developed by the facility
administrator and submitted to the Board for the pur-
pose of providing the basis upon which architectural
plans are drawn. The operational program statement
must be submitted with the schematic architectural
plans required by Section 13-201 (c) 5 ofthese regula-
tions and must include a description of the following:
A. Intended capacity of facility;
B. Security and classification of minors to be housed;
C. Movement within the facility and entry and exit
from secure areas;
D. Food preparation and serving;
E. Staffing;
F. Booking;
G. Visiting and attorney interviews;
H. Exercise;
I. Programs;
J. Medical services, including the management of
communicable diseases;
K. Cleaning and/or laundering;
L. Segregation of minors;
M. Court holding and movement:
N. Mental health services;
O. Facilities for administration and operations staff;
P. Staff to staff communications system;
Q. Management of disruptive minors;
R. Management of minors with disabilities, with pro-
visions for wheelchairs, gumey access and for
evacuation during emergencies;
S. Architectural treatment of space relative to prevent-
ing suicides by minors;
T. Method of implementing California Pemd Coda
Section 4030 relating to the holding of offenders
requiring incarceration without the necessity of
unjustified strip searches; and
U. School programs.
A. Facilities in existing buildings. Wherever county, city,
city and county, or regional juvenile facility intends to
establish a juvenile facility in an existing building or
buildings, noticeshallbegiven to the Board whose staff
shall complete a survey to determine capacity of such
buildings and shall make recommendations for neces-
sary modifications. The proposing local government
shall secure the appropriate clearance from the health
authority, building official, and State Fire Marshal.
5, Submittal of plans and specifications. All plans and
specifications submitted to the Board in compliance
with Penal Code Section 6029 shall be in duplicate at
the schematic design stage, at the design development
stage and when final working plans and specifications
are developed. A copy of the plans will be forwarded by
the Board to the State Fire Marshal for review. Board
staff shall respond in writing indicating compliance or
noncompliance with these regulations.
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6. Design requirements.
A. The design of a local juvenile facility shall comply
with provisions of California Code of Regulations,
Title 24, Part 2, Section 1230.
B. The design of a juvenile facility shall address the
following:
(1) Fire safety. The provisions of Title 19 as they
relate to juvenile facilities shall be incorporated
into the facility design.
(2) Suicide hazards. Architectural plans shall be
reviewed by the Board for the purpose of reduc-
ing hazards posed by fixtures and equipment
which could be used for an act of suicide by a
minor. The facility design shall avoid any sur-
faces, edges, fixtures, or fittings that can provide
an attachment for hanging or other opportunity
for self-inflicted injury. The following features
shall be incorporated in the design of sleeping
rooms, bathrooms, and any other area where a
juvenile may be left alone:
a. Plumbing shall not be exposed. Operation of
control valves shall use flush buttons or sim-
ilar. Drinking water spout, if any, shall be
without curved projections;
b. Towel holders shall be ball -in -socket or
indented clasp, not pull-down hooks or bars;
c. Supply and return grilles shall have open-
ings no greater than i'\i, inch or have
1 6-mesh per square inch;
d. Beds, desk surfaces and shelves shall have
no sharp edges and shall be configured to
prevent attachment;
e. Light fixtures shall be tamper resistant;
f Fixtures such as mirrors shall be mounted
using tamper-resistant fasteners;
g. Fire sprinkler heads inside rooms shall be
designed to prevent attachment; and
h. Telephone cords shall heof minimtim length
to facilitate use.
(3) Health and sanitation. Provisions of Sub-
chapter 5, Title 15, California Code of Regula-
tions, and of the California Uniform Retail Food
Facilities Law as they relate to juvenile facilities
shall be incorporated into the facility design.
(4) When adding new sleeping rooms to a juvenile
hall, not less than 10% of them shall be single
occupancy, unless the juvenile hall can demon-
strate that its current number of single occu-
pancy rooms will equal at least 1 0% of the new
Board rated capacity. In addition, single or dou-
ble occupancy rooms shall be that number,
detennined by the facility administrator, neces-
sary 10 safely manage the population of the facil-
ity based on a comprehensive needs assessment
which accounts for minors projected to be:
a. Mentally disordered.
b. Custodial problems, and/or
c. Likely to need individual housing for other
specific reasons as determined by the facility
administration.
The total number of single or double
occupancy rooms shall be identified.
(5) Staff and safety. Facilities shall be designed
and/ or equipped in such a manner that staff and
minors have the ability to summon immediate
assistance in the event of an incident or an
emergency.
(6) Heating and cooling. Provision shall be made
to maintain comfortable living environment and
meet the energy requirements ofPart 2 {Ciilifbr-
fiia Building Cotlc). Part 4 {Califoruia Mechani-
cal Code), and Part 6 {Caiijbruia Enci-gy Code)
of Title 24, CaUfomia Code of Regulations.
(7) Acoustics. Dayroom areas shall he designed and
constructed so that the noise level does not
exceed 65 decibels and a reverberation time less
than L5 seconds. Sleeping areas shall have a
noise level no higher than 35 decibels and a
reverberation lime less than 1.5 seconds. The
healing, ventilating and air conditioning noise
level shall be no higher than 35 decibels in sleep-
ing areas and classrooms.
(8) Spaces for the disabled.
a. Housing room. A room for a minor with a
disability requiring a wheelchair must have
an appropriate entry and a toilet, washbasin,
and drinking fountain which the minor can
utilize without personal assistance.
b. Other space within the security perimeter
such as dayroom and activity areas shall be
locatedsuchihatadisabled minor will not be
excluded from participating in any program
for which they would otherwise be eligible.
An accessible shower for disabled minors
shall be available.
c. Spaces outside the security perimeter.
Public areas of a local juvenile facility shall
comply with the applicable chapters of Title
24. Part 2 of the California Code of
Regulations.
(9) Security. Facility design shall provide security
and supervision appropriate to the classification
Level of minors in custody.
a. The facility perimeter shall be controlled by
appropriate means to ensure that minors
remain within the perimeter and shall be
designed to prevent access by the general
public without proper authorizaiion.
b. Security glazing shall be used where it
defines the secure perimeter of buildings. It
2007 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE
175
ADMINISTRATIVE REGULATIONS FOR THE CORRECTIONS STANDARDS AUTHORITY (CSA)
shall also be used at appropriate interior
locations to ensure a secure and safe envi-
ronment for minors and staff.
(10) Medical/mental health care housing and
treatment space. There shall be some means to
provide health care and housing and treatment
of ill and or infirm minors. When the opera-
tional program statement for a facility indicates
that medical care housing is needed, such hous-
ing must provide lockable storage space for
medical instruments and must be located within
the security area of the facility accessible to both
female and male minors, but not in the living
area of either. Treatment spaces and the medical
care housing unit shall be designed in consulta-
tion with the health authority. If negative pres-
sure isolation rooms are being planned, ihey
shall be designed to the community standard.
Medical/menial health areas may contain other
than single occupancy rooms.
7. Pilot project. A pilot project is the short-term method
used by a local juvenile facility/system approved by the
Board to evaluate innovative programs, operations or
concepts which may not comply with the regulations
but meet or exceed the intent of these regulations.
The Board may. upon application of a city, county, or
city and county, grant pilot project status to a program,
operational innovation or new concept related to the
operation and management of a local juvenile facility.
An application for a pilot project shall include, at a min-
imum, the following infonnation:
(a) The regulations that the pilot project shall affect;
(b) Any lawsuits brought against the applicant local
juvenile facility, pertinent to the proposal;
(c) A summary of the "totahty of conditions" in the
facility or facilities, including but not limited to
1. Program activities, exercise and recreation,
2. Adequacy of supervision,
3. Types of minors affected, and
4. Classification procedures.
(d) A statement of the goals the pilot project is intended
to achieve, the reasons a pilot project is necessary
and why the particular approach was selected;
(e) The projected costs of the pilot project and pro-
jected cost savings to the city, county, or city and
county, if any;
(f) A plan for developing and implementing the pilot
project including a time line where appropriate; and
(g) A statement of how the overall goal of providing
safety to staff and minors shall be achieved.
The Board may consider applications for pilot projects
based on the relevance and appropriateness of the proposed
project, the applicant's history of compliance/noncompliance
withregulations. the completeness of the information provided
in the application and staff recommendations.
Within 10 working days of receipt of the application. Board
staff shall notify theapplicant. in writing, that the application is
completeandacceptedfor filing, or that the application is being
returned as deficient and identifying what specific additional
infonnation is needed. This does not preclude the Board of
Corrections members from requesting additional information
necessary to make a detennination that the pilot project pro-
posed actually meets or exceeds the intent of these regulations
at the time of the hearing. When complete, the application shall
be placed on the agenda forthe Board's consideration at a regu-
larly scheduled meeting. The written notification from the
Boardto the applicant shall also include the date, time and loca-
tion ofthe meeting at which the application shall be considered.
When an application for a pilot project is approved by the
Board, the Board shall notify the applicant, in writing within 10
working days ofthe meeting, of any conditions included in the
approval and the time period for the pilot project. Regular
progress reports and evaluative data on the success of the pilot
project in meeting its goals shall be provided to the Board. The
Board may extend time limits for pilot projects for good and
proper purpose.
If disapproved, the applicant shall be notified in writing,
within 10 working days of the meeting, the reasons for said dis-
approval. This application approval process may take up to 90
days from the date of receipt of a complete application.
Pilot project status granted by the Board shall not exceed 12
months after its approval date. When deemed to be in the best
interest ofthe applicant, the Board may extend the expiration
date. Once a city, county, or city and county successfully com-
pletes the pilot project evaluation period and desires to con-
tinue with the program, it may apply for an alternate means of
compliance. The pilot project shall be granted an automatic
extension ofiime to operate the project pending the Board con-
sideration of an alternate means of compliance.
8. Alternate means of compliance. An alternate means
of compliance is the long-term method used by a local
juvenile facility /system, approved by the Board of Cor-
rections, to encourage responsible innovation and cre-
ativity in the operation of California's local juvenile
facilities. The Board may. upon application of a city,
county, or city and county, consider alternate means of
compliance with these regulations either after the pilot
project process has been successfully evaluated or upon
direct application to the Board. The city, county, or city
and county shall present the completed application to
the Board no laterthan 30 days prior to the expiration of
its pilot project, if needed.
Applications for alternate means of comphance shall
meet the spirit and intent of improving facility manage-
ment, shall enhance, be equal to. or exceed the intent of,
existing standard(s), and shall include reporting and
evaluation components. An application for alternate
means of compliance shall include, at a minimum, the
following information:
(a) Any lawsuits brought against the applicant local
facility, pertinent to the proposal;
(b) A summary of the ""totality of conditions" in the
facility or facilities, including but not limited to:
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2007 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE OODE
ADMINISTRATIVE REGULATIONS FOR THE CORRECTIONS STANDARDS AUTHORITY (CSA)
1 . Program activities, exercise and recreation;
2. Adequacy of supervision;
3. Types of minors affected; and
4. Classification procedures.
(c) A statement of the problem the alternate means of
compliance is intended to solve, how the alternative
shall contribute to a solution of the problem and
why it is considered an effective solution;
(d) The projected costs of the alternative and projected
costsavingstothecity, county, or city and county, if
any;
(e) A plan for developing and implementing the alter-
native, including a time line where appropriate: and
(f) A statement of how the overall goal of providing
safety to staff and minors was or would be achieved
during the pilot project evaluation phase.
(g) When remodeling, a statement which indicates that
the alternate means of compliance will provide an
enhanced compliance with current regulations, if
full compliance cannot be achieved.
The Board may consider applications for alternate means of
compliance based on the relevance and appropriateness of the
proposed alternative, the applicant's history of compli-
ance/noncompliance with regulations, the completeness of the
information provided in the application, the experiences of the
jurisdiction during the pilot project, if applicable, and staff
recommendations.
Within 10 working days of receipt of the application. Board
staffshallnotify the applicant, in writing, that the application is
completeandacceptedforfiling.or that the application is being
returned as deficient and identifying what specific additional
information is needed. This does not preclude the Board mem-
bers from requesting additional information necessary to make
a determination that the aliernaie means of compliance pro-
posed meets or exceeds the intent of these regulations at the
time of the hearing. When complete, the application shall be
placed on the agenda for the Board's consideration at a regu-
larly scheduled meeting. The written notification from the
Board to the applicant shall also include the date, lime and loca-
tion of the meeting at which the application shall be considered.
When an application for an alternate means of compliance is
approved by the Board, the Board shall notify the applicant, in
writing, within 10 working days of ihe meeting, of any condi-
tions included in the approval and the time period for which the
alternate means of compliance shall be permitted. Regular
progress reports and evaluative data as to the success of the
alternate means of compliance shall be submitted by the appli-
cant. If disapproved, the applicant shall be notified in writing,
within 10 working days of the meeting, the reasons for said dis-
approval. This application approval process may take up to 90
days from the date of receipt of a complete application.
The Board may revise the minimum standards during the
next biennial review based on data and information obtained
during the alternate means of compliance process. If. however,
the alternate means of compliance does not have universal
application, a city, county, or city and county may continue to
operate under this status as long as they meet the terms of this
regulation.
HISTORY:
I . (BOC 1/96) Regular order by llie Board of Correction* to add Article2,
to Part I, Title 24,C.C.R. Filed with the secretary of stale on February
19, 1997; effective March21. 1997. Approved as a regularorder by the
California Building Standards CoLiimi!i5[on on February 6. 1997.
2007 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE
177
ADMINISTRATIVE REGULATIONS FOR THE CORRECTIONS STANDARDS AUTHORITY (CSA)
HISTORY NOTE APPENDIX FOR CHAPTER 13
AditiinJslratlvc Regulations Tor the Board of Corrections
(Title 24^ Part 1^ Calil'ornia Code of Regulations)
The format of the history notes has been changed to be consis-
tent with the other parts of the Calljhrniu Buih/ing Standards
Code. The history notes for prior changes remain within the
text of this code.
1. (BOC 1/97) Regular order by the Board of Corrections to
amend their administrative regulations pertaining to Local
Detention Facilities. Filed with the secretary of state on March
25. 1998; effective April 24, 1 998. Approved by the California
Building Standards Commission on March 18. 1998.
2. January 2^ 2003 Supplement approved by the Califor-
nia Building Standards Commission on January 31^, 2001*
Filed with the Secretary of State on February 2^ 200 K pub-
lished January I^ 2003 and effective ISOdaysafter publica-
tion- July 1,2003:
Section 13'102(a)5 — Revise ". . . Executive Officer . . ." to
read ". . . Executive Director . .".
Section 13-102{a)9 — Revise ''Detoxification cell" to read
"Sobering cell".
Section 13-102(a)24 — Revise '\ . .as detoxification, safety,
. . ." to read ''. . . as sobering, safety, . . .".
Following Section 13-I02(a)i8, insert a new Section
13-I02{a)l9. Renumber Sections l3-t02{a)29 and
13-102(a)30 as Section I3-I02(a)30 and I3-I02(a)31 respec-
tively.
Following renumbered Section 13-I02(a)31, insert a new
Section 13-102(a)32. Renumber Sections 13-102(a)31
through. 13-102(a)35 two numbers higher.
Following renumbered Section I3-I02(a)37, insert a new
Section 13-102(a)38. Renumber Section 13-102(a)36 as
13-102(a)39.
Following renumbered Section I3-I02(a)39, insert a new
Section I3-102(a)40. Renumber Sections I3-I02(a)37
through 13-102{a)46 four numbers higher.
(All of the following references for Section 13-102 et seq.
use the revised Section numbers.)
Section 13-102(c)2 — At the end of the first paragraph
delete the words "The needs assessment study shall include:"
and items A. through F. Insert new lead provision and items (a)
through (k).
Section 13-102(c)3.R — Revise "disabled Inmates" to "per-
sons with disabilities."
Section 13-102(c)3T— Revise ^'Section 4465.5" to "Sec-
tion 4030."
Section 1 3-1 02(c)3. V — Revise ^^Detoxification Cell(s)" to
"Sobering cell{s)."
Section 13-102(c)6.B.(2) — In the tenth line, revise "detoxi-
fication cells" to "sobering cells."
Section l3-l02{c)6.B.(4)a — Revise "mentally disordered"
to "persons with disabilities."
Section 13-102(c)6.B.(4)d — Delete die words "The needs
assessment study shall include, but not be limited to. a descrip-
tion of:'' and delete the items a. through j. immediately below.
Section 13-102(c)6.B.{9) — Revise thetilieto '^Spaces for
persons with disabilities.'"
Section l3-102(c)6.B.{9)a — Revise the definition to read
"A cell or room for an inmate with a disability using a wheel-
chair must have an appropriate entry and a toilet, washbasin
and drinking fountain which the inmate can use without per-
sonal assistance."
Section l3-102(c)6.B.(9)b — Revise ". . . disabled inmate
. . /"'to'\ . .persons with disabilities. . ."; and revise the last sen-
tence to read "Accessible showers for inmates with disabilities
shall be available,"
Following Section l3-l02(c)6.B.(IO) insert a new Section
1 3-102(c)6.B.(ll) and renumber the existing Section
13^l02(c}6.B.(ll) to Section 13-!02(c)6.B.(12).
Following the newly renumbered Section
1 3- l02(c)6.B.(12), insert new Sections 13-l02(c)6.B.[l3) and
13-i02(c)6.B.(I4).
Section 13-102(c)6.C — Revise the fourth line to read '\ . .
(6), (7), (9), (10), and (12). Court holding. . ."
Section 13-201(a)2 — Revise the second line to read ". . . in
an innovative way as approved by . . .".
Section 1 3-201 (a)3 — Revise "... Executive Officer. . ." to
". . . Executive Director . . .".
Section 13-20l(a)5 — Replace ". . . his or her . . ." with
". . . its . . .".
Section 13-201(a)6 — Replace ", . . officer . . ." with ". . ,
director. . .".
Section 13-201(a)7 — Revise ". . . Section 880 of the Cali-
fornia Welfare and Institutions Code . . ." to read ". . . Section
881 of the Welfare and Institutions Code. . . .": and revise
". . . Section 602 of the California Welfare and Institutions
Code. . ." to read ". . . Section 602 of the Welfare and Institu-
tions Code . . .".
Section 13-20l(a)8 — In the last line, replace ". . . are . . ."
with "... is . . .".
Section 13-20l(a)9 — Revise ". . . means sentenced to a
jail ..." to read ". . . means placed in a jail . . .".
Section 13-20l(a)15 — Revise ". . . an l.Q. of 70 or lower
. . ." to read ". . . an l.Q. of 69 or lower . . .".
Insert a new Section 13-201 (a) 16 and renumber the existing
Sections 13-201(a)16 thru 13- thru l3-l3-20l(a)51 one num-
ber higher,
(The following references use the revised Section numbers.)
Section 13-201(a)17-In the last line, replace ". . . observa-
tion . . ." with ". . . supervision , , ,",
178
2007 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE
ADMINISTRATIVE REGULATIONS FOR THE CORRECTIONS STANDARDS AUTHORITY (CSA)
Section 13-201{a)2I— Revise '^..E^tecuIiveOfficer..;' to
", , , Executive Director . . .''.
Section l3-20l(a)24 — Revise '\ . . Executive Officer
or . . .'' to '\ . . Executive Director of . . /\
Section 13-201(a)27 — Revise ^\ . . contraindications to
minors being . . .'* to read ". . . contraindications to a minor
being . . :\ ^
Section 1 3-201 (a)28 — In the third and last lines, revise ". . .
the appeal . . ."" to read ''. . . an appeal . . .".
Section 13-20l(a)3I — Revise the second line to read '\ . .
forestry camp, regional youth educational facility, boot camp
or . . :\
Section 1 3-20 1 fa )32 — In the last line, revise ". . . article . . ."
to read *'. . . subchapter . . .".
Section 1 3-201 (a)34 — Revise the first and second lines to
read ''. . . means a building that contains a Type I or Temporary
Holding Facility. It does not include . . .'\
Section 13-201(a)35 — In the fifth line, add a '^" after the
word ''determined"" and in the sixth line add a ''," after the word
"effects;^
Section 13-201{a)37 — In the third line revise ''. . . sleeping
rooms and/or dormitories . . ." to read ". . . sleeping rooms or
dormitories . . .".
Section 13-201{aJ38 — In the last line, revise''.. , their juris-
diction.'' to read '\ . . his/her jurisdiction."
Section 13-201 (a)39 — In the second line change". . .which
.. ."to '\ . . that . . /'; and at the end ofthe Section add ""Lockups
are Type I or Temporary Holding Facilities as defined in the
'Minimum Standards for Local Detention Facilities'."
Section 13-201(3)40 — Revise''. . . minors authorized to be
housed . . ." to ''. . . minors that can be housed . . ."; and revise
'\ . . forestry camp or boot camp . . Z"" to read *'. . . forestry camp,
regional youth education facility, or boot camp . . /'; and in the
last line, replace ''articie" with "subchapter"
Section 13-201(a)4l — Revise last line to read '\ . . adminis-
trative responsibility for the mental health program."
Section 13-201(a)42 — Capitalize Minimum Standards for
Local Detention Facilities and afler ". . . Subchapter 4, . . ." add
"Section lOOOetseq."
Section 13-201{a)43 — In the last line omit the word "Cali-
fornia."
Section I3-20l(a)44B — Add a ^^" after "and."
Section 13-201(a)45 — Revise ".. . Executive Ofiicer ... '^
to ". . . Executive Director. . ."
Section 1 3-201 (a)46 — Revise the third line to read". .. pur-
suant to a contract. . . /\
Section l3-201(a)4S — Revise the third line to read ",. .pur-
suant to an application . . .".
Section 1 3-201 (a)50 — Revise the last line to read". . .on an
appeal."
Insert a new Section 13-201(a)53 and renumber existing
Sections 13-20 l(a)52 thru 1 3-201 (a)64 two numbers higher.
(The following references use the revised Section numbers. )
Section 13-201{a)54 — Revise the iast line to read ". . .spec-
ified in Title 24 Section 460A,"
Section l3-20l(a)56 — Revise ". . . Executive Ofilcer or
. . ." to ". . . Executive Director of . . .".
Section 13-201(a)57 — In the last line change ". . . author-
ity." to ". . . administrator."
Section l3-20I(a)60 — Revise the second line to read". . .of
a minor, not to exceed 96 hours, . . .".
Section 13-201(a)61 — Omit the word "... California .. ."
from the second line.
Section 13-201 (a)63 — Revise the first line to read "Super-
vision in a law enforcement facility means . . ."; and revise the
second line to read ". . . is being directly observed by the . . .".
Section l3-20l(b) — Revise the seventh line to read
". . . Youth Authority ofthe Board ofCorrections in effect. . .".
Section 13-20i(c)l — Revise the first line to read ■"", , , or
regional juvenile facility . . .".
Section 13-20 1 (c)2 — Revise the second line to read "... or
regional juvenile facility . . ."; and revise the third line to read
". . . facility, or expand the rated capacity ofthe current facility
shall complete . . .": and replace existing items A through E
with new items A through J.
Section 13-201(c)3 — In item R revise the first line to read
"Management of minors with disabilities with provisions . . .";
and in item S omit "and," from the last line: and in item T revise
"Section 4465.5" to "Section 4030" and add "; and," to the last
line; and insert a new item U.
Section I3-201(c}4 — Revise the second line to read ''. . ,
county, or regional juvenile facility. . .".
Section l3-201(c)6B — Revise the first line to read
". . . facility shall address the . . .".
Section 1 3-20 lic)6B(3) — Revise "... Subchapter 4 ..." to
read ". . . Subchapter 5. . .".
Section 1 3-201 (c)6B(4) — Insert new language before "sin-
gle or double occupancy . . ."; and omitthe heading "The needs
assessment shall include but not be limited to a description of;"
along with the items a. through k. below it.
Section 13-20l(c)6B(8)a. — Revise the definitions to read
"A room for a minor with a disability requiring a wheelchair,
must have an appropriate entry and a toilet, washbasin and
drinking fountain which the minor can utilize without personal
assistance."
Secfion 13-201(c)6B(10) — Revise the title to read ". . .
health care housing and treatment space."; and revise the
second line to read ". . . housing and treatment of ill . . ."; and
revise the tenth line to read "... Treatment spaces and the medi-
cal care housing. . .".
Section 13-201(c)8 — Revise the second line ofthe second
paragraph to read". . . complianceshallenhance, beequalto, or
. . ."; and insert a new item (g).
3. (BOC 01/02) Approval of minimum standards for local
facilities. CCR. Title 24. Part I. Approved by the California
Building Standards Commission on July 16. 2003. and filed
2007 CALIFORNIA BUILDING STANDARDS ADMIfJISTRATIVE CODE
179
ADMINISTRATIVE REGULATIONS FOR THE CORRECTIONS STANDARDS AUTHORITY (CSA)
with the Secretary of State on July 18, 2003. Effective August
17,2003.
4. (BOC 01/04) Part I, Chapter 13. Sections 13-102{a);
13-I02(c)l; 13-102(c)3; 13-I02(c)6; I3-102(c)7; I3-I02{c)8.
13-102(a) — Definitions. Add a definition for ''Contact,"
"Inmate worker,'' "Jail," 'Taw enforcement facility."
"Lockup," "Nonsecure custody," "Secure detention," "Super-
vision jn law enforcement facility," "Temporary custody" and
"Exercise."
Revise "health authority" for clarity. Revise "local detention,
facility" to add the term "and minors" for clarity.
The term "herein" and "CCR" were deleted from the defini-
tion of "rated capacity."
Revise "managerial custodial personnel" for clarity.
Add new definition for "security glazing" to help define the
adult regulation requirements.
The term "his or her" is being replaced with the term
"his/her" in the definition of "Type I Facility."
13-1 02(c) 1 — Letter of Intent + Revise regulation to provide
consistent terminology when referring to a "city." "county" or
"city and county."
13-102(c}3 — Program Statement — Retitled regulation to
include "Operational" in the title heading to read as follows:
"Operational Program Statement."
13-102(c}6 — Design Requirements — This modification
will require floor drains to be added to hair care spaces.
13-I02(c}7 — Pilot Projects — Replaces existing text in
Title 24 with language from Title 15.
1 3-1 02(c)8 — Alternate Means of Compliance — Describes
the process for applying, monitoring and approving alternate
means of compliance.
180 2007 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE OODE
ADMINISTRATIVE REGULATIONS FOR THE
DEPARTMENT OF EDUCATION (DOE)
CHAPTER 14
[RESERVED]
ADMINISTRATIVE REGULATIONS FOR THE
DEPARTMENT OF CONSUMER AFFAIRS (CA) BOARD OF ACCOUNTANCY
CHAPTER 15.1
[RESERVED]
ACUPUNCTURE EXAMINING COMMITTEE
CHAPTER 15.2
[RESERVED]
DIVISION OF ALLIED HEALTH PROFESSIONS
CHAPTER 15.3
[RESERVED]
BOARD OF ARCHITECTURAL EXAMINERS
CHAPTER 15.4
[RESERVED]
ATHLETIC COMMISSION
CHAPTER 15.5
[RESERVED]
AUCTIONEER COMMISSION
CHAPTER 15.6
[RESERVED]
BUREAU OF AUTOMOTIVE REPAIR
CHAPTER 15.7
[RESERVED]
2007 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE 1B1
BOARD OF BARBER EXAMINERS
CHAPTER 15.8
[RESERVED]
BOARD OF BEHAVIORAL SCIENCE EXAMINERS
CHAPTER 15.9
[RESERVED]
CEMETERY BOARD
CHAPTER 15.10
[RESERVED]
BUREAU OF COLLECTION AND INVESTIGATIVE SERVICES
CHAPTER15.il
[RESERVED]
CONTRACTORS' STATE LICENSE BOARD
CHAPTER 15.12
[RESERVED]
BOARD OF COSMETOLOGY
CHAPTER 15.13
[RESERVED]
BOARD OF DENTAL EXAMINERS
CHAPTER 15.14
[RESERVED]
BUREAU OF ELECTRONIC AND APPLIANCE REPAIR
CHAPTER 15.15
[RESERVED]
182 2007 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE
BOARD OF FUNERAL DIRECTORS AND EMBALMERS
CHAPTER 15.16
[RESERVED]
BOARD OF REGISTRATION FOR GEOLOGISTS AND GEOPHYSICISTS
CHAPTER 15.17
[RESERVED]
BOARD OF GUIDE DOGS FOR THE BLIND
CHAPTER 15.18
[RESERVED]
HEARING AID DISPENSERS EXAMINING COMMITTEE
CHAPTER 15.19
[RESERVED]
BUREAU OF HOME FURNISHINGS
CHAPTER 15.20
[RESERVED]
BOARD OF LANDSCAPE ARCHITECTS
CHAPTER 15.21
[RESERVED]
BOARD OF MEDICAL QUALITY ASSURANCE
CHAPTER 15.22
[RESERVED]
BOARD OF NURSING HOME ADMINISTRATORS
CHAPTER 15.23
[RESERVED]
2007 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE 1B3
BOARD OF OPTOMETRY
CHAPTER 15.24
[RESERVED]
BUREAU OF PERSONNEL SERVICES
CHAPTER 15.25
[RESERVED]
BOARD OF PHARMACY
CHAPTER 15.26
[RESERVED]
PHYSICAL THERAPY EXAMINING COMMITTEE
CHAPTER 15.27
[RESERVED]
PHYSICIAN'S ASSISTANT EXAMINING COMMITTEE
CHAPTER 15.28
[RESERVED]
BOARD OF PODIATRIC MEDICINE
CHAPTER 15.29
[RESERVED]
BOARD OF POLYGRAPH EXAMINERS
CHAPTER 15.30
[RESERVED]
BOARD OF PROFESSIONAL ENGINEERS
CHAPTER 15.31
[RESERVED]
184 2007 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE
PSYCHOLOGY EXAMINING COMMITTEE
CHAPTER 15.32
[RESERVED]
BOARD OF REGISTERED NURSES
CHAPTER 15.33
[RESERVED]
RESPIRATORY CARE EXAMINING COMMITTEE
CHAPTER 15.34
[RESERVED]
BOARD OF CERTIFIED SHORTHAND REPORTERS
CHAPTER 15.35
[RESERVED]
SPEECH PATHOLOGY AND AUDIOLOGY EXAMINING COMMITTEE
CHAPTER 15.36
[RESERVED]
STRUCTURAL PEST CONTROL BOARD
CHAPTER 15.37
[RESERVED]
TAX PREPARERS PROGRAM
CHAPTER 15.38
[RESERVED]
BOARD OF EXAMINERS IN VETERINARY MEDICINE
CHAPTER 15.39
[RESERVED]
2007 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE 1B5
BOARD OF VOCATIONAL NURSE AND PSYCHIATRIC TECHNICIAN EXAMINERS
CHAPTER 15.40
[RESERVED]
ISG 2007 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE
CHAPTER 16
CALIFORNIA STATE LIBRARY
ARTICLE 1
SCOPE
16-101. Application. These regulations apply to public library
projects for which funds have been granted under the Library
Construction and Renovation Bond Act of 1988, Proposition
85 (19SS), Education Code Sections 19950-1998 L
Aulhority: Education Code Seclioii 19%0.
Reference: Ed uco I ion Code Sections 19957 and 199b 1,
ARTICLE 2
DEFINITIONS
16-20L Definitions. In this chapter, the following definitions
apply:
PROJECT means the construction or renovation project for
which an application has been approved by the Board.
Aulbority: Education Code Section 199fiO
Rererence: EducaUon Code SeciionE 19957 and 19961 (c).
BOND ACT means the California Library Construction and
RenovationBond Act of 1 98S. Proposition 85 (19SS), Educa-
tion Code Sections 19950-19981.
Aurhorir>': Education Code Section 19960.
Reference: Education Code Seclion 1 9950.
BOARD means the California Library Construction and Reno-
vation Board.
Aulhority: Education Code Seclion 1 99(iO.
Refennce: Educalion Code Section 19952 {c).
FACILITY means a building used for public library service
and operated or intended to be operated by a jurisdiction under
authority of an Education Code provision to provide public
Hbrary service. The owner of a facility may be a jurisdiction
other than the operator of the facility.
Aulborily: Education Code Section 19960.
Reference: EducaUon Code Seclion 19957.
INITIATOR means a description of a proposed change order
together with a request for a cost estimate for the change order,
preparedfor transmission to the contractor by the project archi-
tect or similar official representing the owner. An ''inhiator'' is
sometimes referred to as a "bulletin.''
Aulhority: Education Code Seclion 19960.
Reference: EducaUon Code Seclion? 19957. 19952 and 19965.
STATE LIBRARIAN means the State Librarian or a duly
authorized representative of the State Librarian.
Authority: Education Code Seclion 19960.
Reference: Education Code Seclion 19960,.
ARTICLES
ADMINISTRATION AND ENFORCEMENT
16-301. Local responsibility Tor plan checking and inspec-
tion. The local building official of the jurisdiction responsible
for the site upon which the facility is locaied is responsible for
routine plan checking and on-site inspections for compliance
with local building codes, regulations and requirements.
.\urhority: Education Code Seclion 19960,
Reference: Educalion Code Seclion I995S (b).
16-302. Required submissions to the state librarian before
putting a project to bid.
(a) No project shall receive Bond Act funds if it has been put
to bid before the State Librarian has reviewed and approved, in
sequence, the following submissions of design and fiscal
documents:
1. The building program, schematic designs and outline
specifications, and a current project budget.
2. Preliminary plans and specifications (also known as
100 percent design development documents), and a
current project budget.
3. Working drawings and specifications and contract lan-
guage (also known as construction documents or con-
tract documenis), and a current project budget. This
submission shall be prior to the local plan check.
4. Any revisions to the approved set of schematic designs,
preliminary plans, or any revisions to the approved set
of working drawings, specifications and contract
clauses, including any resulfing from the local plan
checkif they affect library operations or project scope.
(b) Projects which, at the time of approval of their applica-
tion by the Board, have completed any of the design documents
in the preceding subsection, shall after approval of the applica-
tion submit the building program and the most current set of
design documents to the State Librarian for the required
review, in the number of copies specified by the State Librar-
ian. Earlier versions need not be submitted,
.\ulhority: Education Code Seclion 1 9960.
Reference: Educalion Code Seclion 1 9950.
Exception: Submission requirements shall differ from
those in the preceding section for the designs of the follow-
ing projects:
1 . Projects solely for energy conservation shall submit an
energy audit by a qualified engineer or architect,
instead of a building program.
2. Projects whose total cost is less than $200,000, includ-
ing any contiguous work not included in the approved
projecL shall omit the submission of the preliminary
plans and specifications.
3. Projects governed by this section shall provide all other
required submissions.
Aulhority: Education Code Section 19960,
ReFerence: Education Code Seclion 19957.
16-303. Notification of submission dates. Grantees shall
periodically provide the Stale Librarian an amended schedule
of dates when the required initial submissions of building pro-
2007 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE
1B7
CALIFORNIA STATE LIBRARY
grams and schematic, preliminary and working drawings will
be made. Submissions received within twenty-two (22) work-
ing days of the date specified on the most recent amended
schedule received from the grantee at least thirty (30) working
days prior to the submission shall be reviewed within the time
periods specified in this Article.
Aulbority: Education Code SecliDii 19960.
Rercrcncc: EdticalionCodc SccLion? I^^57and 19960.
16-304. Time period for review ofsubinissions prior to bid.
(a) The State Librarian shall review:
1 . The initial submission of building programs, schematic
drawings and outline specifications, and current project
budget within fifteen (15) working days after receipt.
2. The initial submission of preliminary plans and specifi-
cations, and current project budget within fifteen (15)
working days after receipt.
3. The initial submission of working drawings, specifica-
tions and contract clauses within thirty (30) working
days after receipt.
(b) The State Librarian shall approve any required
resubmissions or any changes to approved designs and docu-
ments prior to bid. within five (5) working days afler receipt.
(c) If the submission is received more than twenty -two (22)
working days earlierorlaterthan the date specified on the most
recent amended schedule received from the grantee at least
thirty (30) working days prior to the submission, the State
Librarian may extend the review period for that submission by
ten ( 1 0) working days.
(d) Following the time period for review, the State Librarian
shall either approve the submission or notify the submitter of
the deficiencies that are to be corrected. If the State Librarian
does neither, the submission is approved as submitted,
Aulhoriry: Education Code Seclio]] 19960,
Reftrtncc: Edticalion Code Seclion 1 9950.
16-305. Change orders.
(a) Following local award of the construction contract for
the project, the grantee shall submit to the State Librarian a
copy of each initiator, regardless of its nature, no later than the
same time it is forwarded to the contractor
(b) The State Librarian shall, within three working days of
receipt of the initiator, review all initiators that if issued as
change orders would:
L Affect library operations, including but not limited to
work that affects the location or number of any
bookstacks. storage shelving, doorways or direction of
swing of doors, paths of travel and circulation, access to
any library equipment, materials and services, or use of
spaces. Any such initiators shall be accompanied by a
statement by the local library director describing how
the change will be accommodated in the operational
program following completion of the construction; or,
2. Change the scope of the project, including the project
budget if the change would reduce the local contribu-
tion to the project,
(c) Upon receipt of any initiator requiring review in accor-
dance with the preceding subsection, the State Librarian shall:
1. Approve the change order; or,
2. Return the initiator for resubmission, for a specified
reason Jn which case the resubmission will be reviewed
within three days of its receipt: or,
3. Notify the submitter than an additional period not to
exceed five days will be required to gather specified
additional information. No further additional time shall
be taken for this reason.
(d) If the State Librarian does not act in accordance with the
preceding subsection, the change order may be issued as
submitted.
(e) All other change orders may be issued without the State
Librarian's approval.
Auchoritj': Educaiion Code Seclioii 19960.
Reference: EdEicnUon Code ScclLon? 19957, 19962 and 19965.
16-306. Review of building programs* schcmRtic designs,
specifications and budget. The State Librarian shall review
and approve building programs, schematic designs, outline
specifications and the current project budget to ensure that:
(a) The building program conforms to general principles of
library planning as included in Nolan Lushington, Libraries
designed for users {\^7^); Raymond HolL Wisconsin Library
Building Handbook (197S): Aaron Cohen, Designing and
space planning for libraries ( 1 979). or similar standard public
library planning works, and as supplemented by subsequent
standard journal literature on changing concepts of library
service.
(b) The schematic designs and outline specifications appro-
priately interpret the building program, provide functional
arrangements and a practical design.
(c) The current projectbudget is appropriate to the approved
program nnd to the schematic designs and outline speci-
fications.
Aatbority: Educalion Code Seclioii 1 9960.
Reference: Educolion Code Section 19957.
16-307. Review of preliminary plans, specifications and
budget. The Stale Librarian shall review and approve prelimi-
nary plans and specifications and the current project budget to
ensure that:
{a) The preliminary plans carry out the approved schematic
design concepts without significant change.
(b) The support systems are appropriate to meet program
requirements, accessible and reasonably laid out.
(c) There are no obvious code compliance problems.
(d) The current project budget is appropriate to the approved
program and to the preliminary designs.
Aurhorlty: Educalion Code Seclion 19960.
Reference: Educalion Code Section 19957.
16-308. Review of working drawings, specirications* bud-
get and contract language. The State Librarian shall review
and approve working drawings and specifications, the current
project budget, and contract language to ensure that:
{a) The systems and design are compatible with the pro-
grammatic needs of the library and the requirements of the
State Building Code.
laa
2007 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE
CALIFORNIA STATE LIBRARY
(b) The design reflects prudent principles of public works
buildings design and good construction practice.
(c) The systems in the design documents are well coordi-
nated.
(d) The current project budget is appropriate to ihe approved
program and to the working drawing designs,
(e) The construction contract provides for all relevant
requirements of the Bond Aci. of ihe regulations adopted under
authority of Education Code Section 19960, and of the project
documents.
Aulhoriry: Education Code SecliDii 19960,
RcTcrpncc: Educalion Code Seclion \995i7.
16-309. Arbitration if fail to agree on comments.
(a) If the grantee and the State Librarian cannot agree on dis-
position of comments by the State Librarian at any of the
reviews by the State Librarian, the State Librarian shall provide
to the grantee a list of three experts qualified in the appropriate
discipline. The experts shall not have previously been involved
with the project. The grantee shall choose one of them to decide
Ihe issue, and shall pay Ihe expert's costs and customary fees.
The expert's decision shail be binding on both parties.
(b) If the issue relates to code interpretation, its disposition
shall use the jurisdiction's local code appeals process.
Aulbority: Education Code Seclioii 19960,
Reftrtncc: EducaUon Code Seclion \995i7.
16-310. Books1acl{s.
(a) No bookstacks may be installed, remodeled or moved
until the State Librarian has reviewed and approved in
sequence the following:
1. Specifications forthe bookstacks. which implement the
standards in Part 2 of the State Building Code, and
2. The local review of the contractor's calculations show-
ing that the installation meets the specification.
This requirement applies to bookstacks to be installed,
remodeled or moved in any project receiving Bond Act funds.
It also applies both to bookstacks included in the local con-
struction contract and to bookstacks contracted for separately
from the local construction contract, but installed within one
year of the completion of the local construction contract.
(b) The grantee or its successor in interest shall ensure that
any bookstacks installed, moved or remodeled in any project
during the twenty (20) years following acceptance of the pro-
ject by the local jurisdiction having title to the facility conform
to the specifications for library bookstacks in the State Build-
ing Code applicable to the project at the time of project
completion.
Auchoritj': Education Code Section 19960.
Rpfcrcnce: Educalion Code SeclLon? 19957(f) and \99b7 {a).
16-311. Floor loads. If any floor areas in a project are adjacent
to bookstacks and are potentially available for future installa-
tion of bookstacks. even if not originally so intended, those
areas shall conformto the samefloorload standards as required
for the book- stacks.
Aulbority: Education Code Seclioii 19960.
RcTcrpnct: Education Code Seclion 19957.
16-312. Remodeling.
(a) Remodeling and renovation of public library facilities
constructed prior to 1973 shall conform to the Unifonn Build-
ing Code requirements for remodeling, except that:
1. Remodeling and renovation of facilities classified as
qualified historical buildings or structures under Health
and Safety Code Section 1 8955 shall meet the require-
ments of the Sttiia HLsforicnf Building Code instead of
the requirements of the Uniform Building Code.
2. Remodeling or renovation projects that include
unreinforced masonry shall conform to Chapter I of the
Appendix to the Vnlform Code jor Building Conscrva-
liotK 1987. If a jurisdiction with a remodeling or reno-
vation project that includes unreinforced masonry has
adopted a local earthquake hazard mitigation program
that requires strengthening such structures, the jurisdic-
tion may instead follow its local program.
(b) Remodeling and renovation of public library facilities
constructed in 1973 or later, or parts of public library facilities,
shall for the facility, or each respective part of a facility, con-
fonn to the codes in effect at the time of original construction
for the facility or for the respective part. If the remodeling and
renovation is for a facility that had previously been remodeled,
or for one or more parts that had previously been remodeled,
and such previous remodeling required that the facility or
respective parts of the facility were brought up to the code in
effect at the time of previous remodeling, then the remodeling
funded by Bond Act moneys shall conform to the code in effect
at the lime ofprevious remodeling rather than the code in effect
at the time of original construction of the respective parts of the
facility.
Aulbority: Education Code Seclioii 199fi0.
Refereace: Educalion Code Seclion 19957.
16-313. Access to construction and records. The grantee
shall provide the State Librarian reasonable access to the con-
struction site and to project records.
Aulbority: Education Code Section 19960.
Reference: EducaUon Code Seclion 1 9950.
ARTICLE 4
FEES
16-401. Project administration fee.
(a) For purposes of this section, "project cost" means the
entire cost of a project, paid by state and local funds combined,
including the cost of bookstacks whether or not in the construc-
tion contract, and of furnishings if credited under Education
Code Section 19962 (d), but excluding Ihe cost of land
acquired under Education Code Section 19957 (b) or the value
of land donated or otherwise acquired and credited to the pro-
ject under Education Code Section 19962 (c).
(b) The Slate Librarian may charge a project administration
fee foreachprojectof one-half of one percent (.5%) of project
cosL
Aulharily: Education Code Seclion 199(iO.
Refereaee: Educalion Code Seclion? 19957. 19960 and 19962.
2007 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE
1S0
CALIFORNIA STATE LIBRARY
16-402. Allowable fees and costs as allowable bond act
costs. Any fees or costs authorized in this Division, including
work required to meet Title 24 requirements, may be included
in Bond Act project costs. Costs of resolving a code interpreta-
tion dispute with the local building official may not be included
in Bond Act costs.
Aulbority: Education Code Seclioi] 19960.
Reftrtncc: Educalion Code Scclion? 19957 (gland 1995S (b) )4).
HISTORY:
I. [DOE-A 1/S9) Adopt CCR. Tillc 2A. Pari 1. Chapter 16, eRective
12- I-K9. Approved bytlie Building Standards Commission I0-3O-S9.
ARTICLE 5
CALIFORNIA READING AND LITERACY
IMPROVEMENT AND PUBLIC LIBRARY
CONSTRUCTION AND RENOVATION
BOND ACT OF 2000
Article 5.1. Scope.
16-510. Applicability. These regulations apply to public
library projects for which funds have been granted under the
California Reading and Literacy Improvement and Library
Construction and Renovation Bond Act of 2000. Education
Code Sections 19985-20011.
Aurhority: Education Code Section 19993.
Reference: Educalion Code SeclLon? l99S9and 19993,
Article 5.2. Definitions.
16-520- Definitions. In this chapter, the following definitions
apply:
ADDENDLfM — a description of a proposed change to the
approved plans or specifications prior to bid for construction.
ADDITION — a project that increases the floor area of
enclosed space of an existing building. Addition also means
expansion.
ARCHITECT — an architect holding a valid license under
Chapter 3, Division 3. of the Culijhvnia Business and Profes-
sions Code.
ASSIGNABLE SQUARE FOOTAGE— the usable space
within the defining walls of the building assigned to furniture
and equipment but does not include any nonassignable space.
BOARD — the California Public Library Construction and
Renovation Board.
BOND ACT — the California Reading and Literacy Improve-
ment and Public Library Construction and Renovation Bond
Act of 2000, Education Code, Sections 19985-20011.
BUILDING CODE— the CohfornUt Building Sumdards
Ct)de, Title 24, California Code of Regulations.
CHANGE ORDER — a description of a proposed change,
together with a cost estimate for the change order, prepared for
transmission from the contractor to the project architect or sim-
ilar official representing the owner.
CONSTRUCTION COST ESTIMATOR— an individual
who has had responsibility for five or more construction pro-
ject cost estimates in e.Kcess of SKOOO.OOO each wiihin the pre-
vious 10 years prior to the Board's application deadline.
CONSTRUCTION SPECIFICATIONS INSTITUTE, or
CSI — a technical association providing product and specifica-
tion information to its members.
DESIGN DOCUMENTS— plans, specifications and all other
documents appropriate for the design phase of a project.
DIVISION OF THE STATE ARCHITECT, or DSA— the
Division of the State Architect, Department of General Ser-
vices, State of California.
FACILITY — a building used for public library service and
operated or intended to be operated by a local jurisdiction to
provide public library service. The owner of a facility may be a
jurisdiction other than the operator of die facility.
FENESTRATION — the arrangement, proportioning and
design of exterior and interior windows, clerestories, skylights,
window walls and doors in a building.
GROSS SQUARE FOOTAGE— the entire area of the build-
ing interior including the exterior wall thickness. The total of
the assignable square footage and the nonassignable square
footage equals the gross square footage.
LIBRARY BUILDING PROGRAM— the planning docu-
ment that describes the space requirements and all other gen-
eral building considerations required for the design of a public
library building.
NONASSIGNABLE SPACE— utility areas of a building
required for the function of the building, including stairways;
elevators; corridors and interior walkways: public lobbies;
restrooms: duct shafts; mechanical rooms: electrical closets;
telecommunications closets for voice, data, electrical, security
and fire systems; janitor's closets; fireplaces: interior and exte-
rior wall thickness: and exterior amenities that are part of the
building but not enclosed, such as loading docks and covered
patios, porches, and walkways.
PLANS — the architectural and engineering drawings associ-
ated w ith a project such as, but not limited to, vicinity maps, site
plans, foundation plans, floor plans, reflected ceihng plans,
roof plans, cross sections, interior elevations, exterior eleva-
tions and details.
PROFESSIONAL ENGINEER— an engineer holding a
valid certificate under Chapter 7, Division 3. of the Calijhnua
Business and Professluns Code, in that branch of engineering
that is applicable.
PROJECT — the construction, renovation and/or addition
project for which an application has been awarded a grant by
the Board.
READERS' SEATS— all seating in the library available for
the public of all ages to use while reading print materials (i.e..
lounge seating, benches, floor cushions, seating at tables, car-
rels, and study counters). Readers' seats do not include technol-
ogy workstations.
REMODELING, REHABILITATION AND RENOVA-
TION — a construction change within, or to. an existing build-
ing.
STATE LIBRARIAN— the California State Librarian or a
duly authorized representative of the State Librarian.
STATE LIBRARY— the California State Library.
IflO
2007 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE
CALIFORNIA STATE LIBRARY
STATE LIBRARY PLANS REVIEW FORM— ihe form
used by California Slate Library staff ro comment on each
design phase plan submittal. (See Appendix.)
TECHNOLOGY WORKSTATIONS— workstations in the
hbrary of any form (e.g., tables, carrels, counters, office sys-
tems) available for the public of all ages to use while operating
any kind of library provided electronic or audiovisual technol-
ogy [i.e., personal computers, computer terminals, online pub-
Uc access computers (OPAC's), audio and video units, ADA
adaptive technology, and microform readers].
Aulhority: Education Code Seclioii 1 9912.
Rercrcncc: EducaiioD Code Sections 199B5. 199B6tc), 19989. 19992, L9995
and 19997.
Article ^.3 Admin is (ration and enforcement All library
bond act projects.
16-^30. Local responsibility for permitting, plan checking
and construction inspections.
Local building official responsibilities. The local building
official of the jurisdiction responsible for the site upon which
the facility is located is responsible for routine plan checking
and on-site inspections for compliance with state and local
building codes, regulations and requirements.
Aulhority: Education Code Seclioii 1 9992,
Rcftrtncc: Educalion Code Seclion 1 9992.
Article 5.4. Administration and enforcement. All library
bond act projects* including all joint use projects.
16-540. Required submission to the State Librarian before
putting a project to bid.
(a) Stale Librarian review and accepi before bid. No pro-
ject awarded Library Bond Act funds shall be put to bid before
the State Librarian has reviewed and accepted, in sequence, the
submissions of design documents and final cost estimate as set
forth in Section 16-542.
(b) Projects that have completed any of the design docu-
ments at grant award nol required to submit earlier ver-
sions. Projects that, at the time of approval of their application
by the Board, have completed any of the design documents in
Section 16-542 shall, after grant award, submit a copy of the
final library building program and the most current set of
design documents to the State Librarian for the required
review. Earlier versions need not he submitted.
Aulhority: Education Code Seclioii 19992.
Reference: EdiLcalion Code Secliun 19993.
16-541. Timetable for architectural and engineering plans
and specifications review' and acceptance.
(a) Conceptual plans and outline specifications review.
Conceptual plans shall be returned to the grant recipient within
15 working days after the grant award by the Board.
(b) State Librarian plans review. The State Librarian shall
review and accept:
1. Schemalic design plans and specifications review.
The review period for schematic documents [See Sec-
tion 1 6'542(h)] is 1 5 working days after receipt.
2. Design development plans and specifications
review. The review period for design development doc-
uments [See Section 16-542(i)] Js21 working days after
receipt.
3. Construction documents and specifications review.
The review period for construction documents [see
Section 16-542(j)] is 30 working days after receipt.
4. Final review of construction documents. The review
period for final construction documents [see Section
l6-542(k)], before going to bid, is five working days
after receipt. Final review shall occur after all local
jurisdictional approvals have been obtained.
(c) Revision to previously accepted set of design docu-
ments. The State Librarian shall review and accept, within 10
working days after receipt, any revisions to a previously
accepted set of design documents, including any revisions
resulting from the local plan check, that affect the following:
1. Alter use of space. Alter the proposed use of all or part
of the library building:
2. Change square footage of space. Change the square
footage by 10 percent or more of a building space iden-
tified in the grant recipient's building program, and in
the most recently accepted set of design documents;
3. Decrease library components. Decrease the number
of collections, readers seats, technology workstations,
staff workstations and offices, meeting room seating by
more than 10 percent;
4. Change in building systems with negative impacts.
Change the lighting, power or data distribution systems
in a manner that negafively impacts the use of the build-
ing, furniture, and equipment by the public or staff;
5. Modify access compliance. Modify access compli-
ance from most recently accepted set of design
documents:
6. Functional layout. Change the layout of the library
furniture and equipment in a way that negatively afiects
the functional operation of the facility as a library.
(d) State Librarian acceptance. Following the time period
for review, the State Librarian shall either accept or notify the
grant recipient of the deficiencies that are to be corrected. If the
State Librarian does neither, the submission is accepted as
submitted.
(e) Plans and specifications submittal review period
extension. The Stale Librarian may e.vtend the plans review
period up to 15 additional working days if potential design or
construction defects are idenfified in the plans and specifica-
tions. A letter of notification of the additional 15 working day
review period will be sent lo the grant recipient.
Aulhority: Education Code Seclioii 19992.
Rertrtncc: EducalionCodc Scclion? I^^S^and 19993.
16-^42. Submittal requirements for architectural and engi-
neering plans and specifications review and acceptance.
(a) Address for plans submittal. The address for plans
submittal shall be:
Library Bond Act Manager
Office of Library Construction
California State Library
1029 J Street, Suite 400
Sacramento, CA 95814-2825
2007 CALIFORNIA BUILDING STANDARDS ADMIfJISTRATIVE CODE
191
CALIFORNIA STATE LIBRARY
(b) State Librarian review and acceptance of architec-
tural and engineering plans. The Siale Librarian shall review
and accept, in sequence, the final library building program, ihe
architectural and engineering plans, and the construction cost
estimates. For each submittal of schematic plans, design devel-
opment plans and construction documents, the grant recipient
shall submit to the California Stale Library, the following:
L Number of sets of plans required. Four sets of plans
and specifications; and
2. One copy of all supporting documents required. One
copy of all other documentation as designated in this
section for each design phase.
(c) Sheet numbering. All plan sheets shall be identified by a
sheet number and shall be cross-referenced. Sheet numbers
shall also correspond to a sheet index on the title sheet.
(d) Preliminary^ detailed and final construction cost esti-
mates. An independent, professional construction cost estima-
tor who is not an employee of the grant recipient or library
service provider shall provide the preliminary construction
cost estimate for the schematic design plans and specifications
review, the detailed construction cost estimate for the design
development plans and specifications review, and the final
construcfion cost estimate for the construction documents and
specifications review. All estimates shall be priced out at the
current market conditions prevailing at the time the plans and
specifications are submitted to the State Library.
(e) Incomplete submittals. If the State Library determines
that any design plan submittal is incomplete or incorrect, Ihe
granlrecipientwillbenofifiedof the missingor incorrect docu-
ments within five days of receipt of the submittal. The time
period for State Librarian review will not begin until the miss-
ingor corrected documents are submitted lo the State Library.
(0 State Library plans review form. In response to any
design phase review. State Library comments shall be docu-
mented on a State Library Plans Review Form (see Appendix)
and returned to the grant recipient. The grant recipient shall
address each State Library comment on Ihe plans or specifica-
tions, making appropriate changes and noting on the State
Library Plans Review Fonn each change made and where it can
be found on the drawings or in the specifications. The grant
recipient shall return one copy of this revised form to the State
Library at the next required design phase submittal.
{g) Conceptual plans and outline speciHcations review.
Conceptual plans and outline specifications previously submit-
ted with an application shall be sent with State Library com-
ments to the grant recipient. The grant recipient shall
incorporate these comments into the schematic design plans
and specifications.
(h) Schematic design plans and specifications review. The
grant recipient shall provide Ihe following:
L Final library building program. A final library build-
ing program.
2. Preliminary code information. Preliminary code
information documented on the title sheet of drawings
including occupancy, construction type, site and build-
ing access, any applicable seismic and energy provi-
sions, planning and environmental compliance
information, and any other code applications to specific
project conditions.
3. Site plan. A site plan showing the library building,
parking (including number of spaces and location of
accessible parking), and trees or other features that
must remain in their original locations, and access
drives as well as any anticipated future expansion of the
building and parking. The site plan shall have a north
arrow. Property lines shall be shown clearly as deter-
mined by the boundary survey completed as part of the
grant applicafion.
4. Floor plans. Floor plans of the spaces listed in the
library building program and identified by the
area/space name assigned in the library building pro-
gram. Show all columns and identify all functional
areas, including all nonassignable spaces.
5. Furniture and equipment plan. A furniture and
equipment plan that identifies all furniture and equip-
ment based on the library building program. The furni-
ture and equipment plan shall be a computer-generated
drawing, drawn to scale. Show all columns and coordi-
nate with the floor plan. Show critical dimensions for
the following: overall dimensions, dimensions between
columns, dimensions for exiting and access compli-
ance, and other dimensions that demonstrate the
required quantity of furniture and equipment will fit
into the proposed building, and allow for full code com-
pliance and functioning of the facility.
6. Assignable square foolage tabulation. A tabulation of
the assignable square footage for each area called for in
the final library building program compared to the
assignable square footage shown on the floor plan.
1. Collection tabulation. A tabulation of the number of
books, magazines and audiovisual materials called for
in the library building program compared to the number
of books, magazines and audiovisual materials that can
be housed given the proposed furniture and equipment
plan. The tabulation shall also provide the conversion
factors utilized (books per double-faced unit, or books
per linear foot).
8. Technology workstations tabulation. A tabulation of
the number of technology workstations by area called
for in the library building program compared lo the
numberof technology workstations shown on the furni-
ture and equipment plan.
9. Readers' scats tabulation. A tabulation of the number
ofreaders"" seats by area called for in the library building
program compared to the number of readers* seats
shown on the furniture and equipment plan.
10. Exterior elevations. Elevations of all four sides of the
building showing general locations of openings, roof
lines and grade lines.
1 1 . Roof plan. A roof plan showing roofing materiaU roof
slope and direction of slope; roof overhangs and major
elements and their relationship to the exterior wall of
the building.
12. Building sections. Two sections through the building,
one longitudinal and one latitudinal.
192
2007 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE
CALIFORNIA STATE LIBRARY
13. Engineering plans and specificalions.
A. Civil. On-site and off-site utilities, fire protection,
drainage, paving and grading.
B. StructuraL Basic structural materials and systems,
analyses and development of design solutions.
C\ MechanicaL Energy source, heating, ventilating
and air conditioning (HVAC). conservation, plumb-
ing, fire protection and security systems.
D. Electrical. Power, data, communication, lighting,
fire and security systems, and general space
requirements.
E. Landscape. Conceptual design solutions for land
forms, lawns and plantings based on program
requirements, physical site characteristics, design
and environmental objectives,
14. Outline specifications. Outline specifications describ-
ing the type and quality of building systems, basic com-
ponents, and components unique to the project. Outline
specifications for the engineering disciplines listed in
Item 13, ''Engineering plans and specifications" shall
be included.
15. Preliminary construction cost estimate. A prelimi-
nary construction cost estimate consisting of a pro-
jected cost for the construction project based on the
most recent schematic design studies, current and his-
toric area, volumeorother unit costs. The estimate shall
include an assemblies (or CSl format) estimate
summary.
(i) Design development plans and specifications review.
The gram recipient shall provide the following:
L Site plan. A site plan showing all buildings
dimensioned from adjacent structures or other critical
site features, datum elevations at all entries, street lines
and grades, property lines, required setbacks, ease-
ments, parking, sidewalks, preliminary site and exterior
building lighting scheme with identification of fixture
types, and routing of sewer, water, gas and other utili-
ties, and site detailing showing typical e.\ternal
elements.
2. Floor plans. Floor plans showing complete functional
layout, room designations, all inajor dimensions, all
critical dimensions and all columns.
3. Exterior elevations. Elevations showing full-height
facades, type and extent of exterior finishes, all open-
ings including fenestration and overall vertical building
heights related to established building datum. Indicate
treatment of visible mechanical equipment and abutting
topography and grade relationship.
4. Roof plan. A roof plan delineating roofing materials,
direction and slope of roof; relationship of exterior wall
to roof, overhangs and covered areas; mechanical
equipment areas and screening; and location and major
dimensions for major roof elements.
5. Building sections. Two building sections (one longitu-
dinal and one latitudinal) showing the overall building
solution with typical wall construction, foundation,
parapet design, insulation methods, window, mechani-
cal penetrations impact, relationship of various levels,
floor to ceiling heights, and ceiling height and
bookstack height coordination anticipating code-com-
pliant fire sprinkler installation.
6. Details. Detail sheets showing key conditions, such as
window and frame types, frame and door types, typical
wall types and nontypical design-related detailing.
7. Interior elevations. Interior elevations showing typi-
cal and special spaces, and any built-in cabinetry or
counter items. These drawings shall he of pre-fmal
quality adequate to convey design intent. Basic dimen-
sions shall be delineated, along with casework, coun-
ters, and other built-ins, with heights and depths shown,
8. Reflected ceiling plan. Reflected ceiling plan inte-
grated to show structural, mechanical and electrical
impacts, including low voltage systems; e.g., security,
audiovisual and public address system speakers.
9. Schedules. Schedules are to be nonrepetitive and com-
prehensive with keying to floor plans and elevations;
pre-final interior finishes, frame and door, window and
glazing, and preliminary hardware.
10. Furnitnre, furnishings and equipment plan. Furni-
ture, furnishings and equipment plan with any special
interior design features. Preliminary documentation of
materials, finishes and colors.
11. Signage schedule and plan. Signage schedule and
plan indicating the size, type and nomenclature of all
interior signs.
12. Assignahle square footage comparison. A tabulation
of the assignable square footage for each area called for
in the final library building program compared to the
assignable square footage shown on the floor plan. Any
changes from the accepted schematic plans shall be
highlighted.
13. Engineering plans and specificalions.
A. Civil. Grading, drainage and preliminary details for
on-site and off-site work.
B. Structural. Basic structural system and dimen-
sions, structural and foundation design criteria, and
preliminary sizing of major structural components.
C. Mechanical. Preliminary equipment and duct lay-
out, approximate equipment sizes and capacities,
required space for equipment, chases and clearance
coordination with structural, acoustical and energy
conservation measures and visual impacts.
D. Plumbing. Preliminary plumbing lines routing
within the building, point of entry of water, gas,
storm drains, and sewer to building and preliminary
details.
E. Electrical. Electrical site plan. Preliminary lighting
plan and fixture schedule, single line diagram, pre-
liminary power, data, and communication plans,
security and fire alarm plans, and low-voltage plans.
(1) Lighting system plan. Lighting system plan
overlaid on the furnishings, equipment and
signage plan. Show all sources of artificial illu-
2007 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE
193
CALIFORNIA STATE LIBRARY
mination with a legend thai indicates the lypc of
Ught fixture.
(2) Catalog "'cuf" sheets. Catalog ""cut" sheets for
each lighting fixture showing the fixture con-
figuration, type and lens. The cut sheets must be
keyed to the legend on the plans for quick
identiEicaiion.
(3) Electrical and data distribution systems
plan. Elecirical and data distribution systems
plan overbid on ihe furnishings, equipment and
signage pbn. Show all service panel boards,
power outlets, telephone, data communication
outlets, and audiovisual outlets with a legend
that indicates the type of outlets. Also include
locations of book detection gales and security
system components (surveillance cameras,
motion and glass break detectors, magnetic
door contacts, and card access system readers),
and public address system speaker locations.
F. Landscape. Preliminary planting and irriga-
tion plans with preliminary details.
14. Draft specifications. Draft specifications including
comprehensive, abbreviated descriptions of size, char-
acter, and quality of methods, materials, and systems.
Coordinate specifications with the drawings. Use Con-
struction Specifications Institute (CSI) format with
applicable section numbers. Include all engineering
specifications, and special or supplementary conditions
specific to the project.
15. Detailed construction cost estimate. A detailed con-
struction cost estimate and summary shall be prepared
updating and refining the preliminary construction cost
estimate of ihe project. The following shall be shown:
(1) a breakdown for each major area of construction
work in CSI formal; (2) all estimates shall include indi-
vidual item unit costs (materials, labor and equipment):
quantities and total quantity costs: (3) sales tax; general
contractor's construction indirects (general conditions,
overhead and profit); subcontractor's mark-ups shall be
Usted separately; (4) the estimate shall separate the pro-
ject's building costs from site and utilities costs.
(j) Construction documents and specifications review.
The gram recipient shall provide the following:
1. Coinplctcsetof construction documents. A complete
set of construction documents including all drawings,
and specifications, structural calculations, and energy
load calculations in accordance with Ihe Building
Code; and contract language, along with all other docu-
mentation required as part of the bid package. All build-
ing systems must be delineated fully to illustrate their
proposed scope and functions.
2. Final construction cost estimate. A detailed final con-
struction cost estimate and summary shall be prepared
in CSI format, updating and refining Ihe detailed con-
struction cost estimate, including: (1) individual line
items, unit costs (materials, labor and equipment):
quantities and total quantity costs: (2) sales tax: general
contractor's construction indirects ^general conditions.
overhead and profit); subcontractor's mark-ups shall be
hsted separately; and (3) the estimate shall separate the
project's building costs from site and utilities costs.
(k) Final review of construction documents. Once the
State Librarian has accepted the construction documents and
all the local code compliancereviews have been completed, the
grant recipient shall send to Ihe Stale Library one final copy of
stamped and signed plans and specifications, which will be
used by contractors when providing their bids. All sheets of ihe
plans shall be signed, as well as the specifications cover by ihe
architect or appropriate engineer.
(I) Access compliance. Grant recipient, upon receipt of
DSA approval, shall provide documentation of DSA Access
Compliance approval forthe project toihe Stale Librarian. (See
Access Compliance by the Division of the Stale Architect
authority as cited in Government Code, Section 4450 eL seq.,
and the compliance procedures found in Califomiu Building
Stmukirds Caclc^ Title 24, Code of Regulations, Part I , Sections
5-101 el. seq.)
Aurtionty: Education Code Secliois 19992.
Reference: EducaUon Code Seclion? 199S9 and 19993.
l6-?43. Bookstacks.
(a) Bookstack installation acceptance. No bookstacks may
be installed, remodeled or moved until the State Librarian has
reviewed and accepted in sequence the following:
1. Specifications for the bookstacks. Specifications for
the bookstacks. which implement Ihe standards in Vol-
ume 2 of the CalifDiuia Building Code: and
2, Local review and approval of bookstack installa-
tion. The local review and approval of the bookstack
contractor's calculations showing that the installation
meets Ihe specification.
(h) Requirement for bookstacks installed at a later date.
The requirement in Section 16-543(a) applies lo bookstacks to
be installed, remodeled or moved in any project receiving
Library Bond Act funds. It also applies both lo bookstacks
included in the local construction contract and to bookstacks
contracted for separately from the local construction contract,
but installed within one year of the completion of the local con-
struction contract
(c) Bookstack installation must meet speciHcations for 40
years. The granl recipient or its successor in inierest shall
ensure that any bookstacks installed, moved or remodeled in
any project during the 40 years following acceptance of Ihe
project by Ihe local jurisdiction having title lo Ihe facility con-
fonn to Ihe specifications for library bookstacks in the Califor-
nia BiiilJing Code.
Authority: Education Cnde Section 19992.
Rpfcrenee: Educalion Code Section? 19939 and I9999fal.
16-^44. Floor loads.
{a) Standards lor floor loads. Implement the standards in
Voltime 2 of the California Building Code.
{b) Floor load for adjacent areas to bookstacks. If any
floor areas in a projecl are adjacent to bookstacks and Ihe
bookstacks may expand to these adjacent areas, even if not
originally so intended, those areas shall confonn to the same
194
2007 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE
CALIFORNIA STATE LIBRARY
floor load standards as required for the bookstacks. (Refer to
California Building Code. Volume 2,)
Aulhority: Education Code Seclioii 19912.
Reference: Educnlion Code Secllon I99S9.
16-545. Renovations.
(a) Public library renovation requirements. Renovation
of public library facilities shall conform to the Calijhnua
BifihlifigSnnidards Ct^^e. Title 24, California Code of Regula-
tions requirements for renovation, except that:
L Renovation projects — California Historical Build-
ing Code. Renovation of facilities classified as quali-
fied historical buildings or structures under Health and
Safely Code Section 18955 shall meet the requirements
of the California Historical Building Code (Part 8}
instead of the requirements of the Caiifornla Buiiding
Standards Codt\ Title 24. California Code of Regula-
tions.
2. Renovation projects — California Code for Building
Conservation. Renovation projects that include
unreinforced masonry shall conform to Part 10 of the
California Building Standards Code., the Caiiforaia
Code for Building Conseii-ation.
Aulhority: Education Code Seclioii 19992.
Reference: Educalion Code Seclion I99R9.
16-546. Stale Librarian acceptance of addenda and change
orders.
(a) Changes in accepted plans. Changes of the accepted
plans or specifications shall be made by means of an addendum
or change order sent to the address specified in Section
16-542(a).
(b) Addendum and change order t>'pes requiring State
Librarian review. A grant recipient shall submit to the State
Librarian for review and acceptance addenda or change orders
that would;
1. Alter use of space. Alterthe proposed use of al! or par!
of the library building;
2. Change square footage of space. Change the square
fooiage by 10 percent or more of a building space iden-
tified in the grant recipient's building program, and in
the final construction documents accepted by the State
Librarian;
3. Decrease library components. Decrease the number
of collections, readers' seats, technology workstations,
staff workstations and offices, meeting room seating by
more than 10 percent;
4. Change in building systems with negative impacts.
Change the lighting, power, or data distribution systems
in a manner that negatively impacts the use of the build-
ing, furniture, and equipment by the public or staff.
5. Modify access compliance. Modify access compli-
ance from what was approved by Division of State
Architect's Access Compliance unit.
(c) Addendum and change order requirements. Addenda
and change orders shall slate the reason for the change and the
scope of work to be provided, and where necessary, supple-
mentary drawings shall be furnished to clearly describe the
change.
(d) Acceptance of addenda or change orders. Upon
receipt of any addenda or change orders requiring review in
accordance with the preceding subsections, the State Librarian
shall, within three working days of receipt, review and;
1 . Accept. Accept the addendum or change order; or
2. Return for resubmission. Return the addendum or
change order, slating the reasons why it was not
accepted, for revision or additional justification and
resubmission.
(e) Addenda or change orders issued as submitted. If the
State Librarian has not accepted or returned the addendum or
change order within three working days, the addendum or
change order may be issued as submitted.
(f) All other project addenda and change orders. All
addenda or change orders not covered by Section l6-546(b)
shall be issued without the Slate Librarian's review and accep-
tance.
Auchority: Educalion Code Seclioii 19992.
Referenee: EducaUon Code Seclions 199S9, 19995 and 19997.
16-547. State Access to construction and records.
Access to construction site and project records. The grant
recipient shall provide the State Librarian reasonable access to
the construction site and to project records.
Aurhorlty: Education Code Seclioii 19993.
Reference: Ed uca I ion Code Seclions J 9992 and 19993.
Article 5.5. Fees,
16-550. Allowable fees and costs as allowable bond act
costs.
Allowable project fees and costs. Any fees or costs autho-
rized in these regulations pursuant to the Library Bond Act.
including work required to meetCalifornia Bailding Standards
Code requirements, may be included as eligible Librai^ Bond
Act project costs.
Aulhority: Educalion Code Seclioii 19992.
Reference: EducaUon Code Seclions 199S9 and 19990.
2007 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE
195
CALIFORNIA STATE LIBRARY
APPENDIX
STATE LIBRARY PLANS REVIEW FORM
CALIFORNIA STATE LIBRARY
Office of Library Construction
1029JStreet, Suite 400
Saaamento, CA 95B14
Facsimiie: (916)445-9200
E-maii.
Contact:
PAGE
OF
CONCEPTUAL
CONSTRUCTfON DOCUMENTS
SCHEMATICS
) DESIGN DEVELOPMENT
PROJECT NAME:
PROJECT LOCATION:
STATE UBRARY PROJECT NO:
#
REVIEW COMMENT
ACTION TAKEN
DATE
196
2007 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE
CALIFORNIA STATE LIBRARY
APPENDIX
STATE LIBRARY PLANS REVIEW FORM (Continued)
CALIFORNIA STATE LIBRARY
Office of Library Constnjclion
1029 J Street, Suite 4D0
Sacramento. CA 95B14
PAGE
OF
Facsimile: (91^445-9200
E-mail:
Contact.
#
REVIEW COMMENT
ACTION TAKEN
DATE
2007 OALIFORNIA BUILDING STANDARDS ADMINISTRATIVE OODE
197
CALIFORNIA STATE LIBRARY
HISTORY NOTE APPENDIX FOR CHAPTER 16
Administralivc Regulations for the State Librarian
(Title 24^ Part 1^ Caliloriiia Code of Reguiations)
Tlie format of tlie iiistory notes has been ciianged to be consis-
tent wilh the other parts of the Cal'ijhrniu Buih/ing Standards
Code. The history notes for prior changes remain within the
text of this code.
I. (SL 1/01) Pan I, Chapter 16, Article 5. Approved by the
Building Standards Commission on November 28. 2001. Filed
with the Secretary of State on December4, 200 K effective Jan-
uary 3, 2002. Add Article 5 to Chapter 16 pertaining to the
Ubraries funded pursuant to the Public Library Construction
and Renovation Bond Act of 2000,
198 2007 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE
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