ITEM 8-A

Council Meeting: October 11, 1994        Santa Monica, California

TO:       Mayor and City Council

FROM:     City staff

SUBJECT:  Recommendation to Adopt an Emergency Ordinance to Amend
          the Potentially Hazardous Buildings Ordinance in Order
          to Extend the Time Period for Submission of Engineering
          Reports 

INTRODUCTION

This staff report recommends that the City Council adopt an
amendment to Ordinance #1748 (CCS) related to the repair and
retrofitting of potentially hazardous structures in order to
extend the deadline on the requirement for owners of damaged
soft-story structures to submit engineering reports.    

BACKGROUND

On June 21, 1994, the City Council adopted an emergency ordinance
relating to the repair and retrofitting of potentially hazardous
structures, including soft-story structures.  The ordinance
requires that within 120 days of the effective date of the
ordinance, or by October 21, 1994, owners of soft-story buildings
damaged by the earthquake submit an engineering report
demonstrating whether the building complies with the Earthquake
Design Standards contained in the Uniform Building Code.  

Due to the fact that it has taken longer than anticipated to
identify the soft-story buildings damaged by the January 17
Northridge Earthquake and prepare the notice, staff is
recommending that the deadline be changed to February 1, 1995. 
This extension will give property owners a reasonable time period
in which to obtain the required engineering report.     

BUDGET/FINANCIAL IMPACT

This recommendation will have no budgetary or financial impacts. 

RECOMMENDATION

It is recommended that the City Council adopt an amendment to
Section 4 of Ordinance #1748 as reflected in Attachment "A" to
extend the deadline for the submission of engineering reports on
damaged soft-story structures.  

Attachment "A":     Amended Ordinance #1748


Prepared by:   Suzanne Frick, PCD Director
               Paul Casey, Acting Senior Planner
               Tad Read, Associate Planner


                         ORDINANCE NUMBER     (CCS)
                         (City Council Series)

                  AN ORDINANCE OF THE CITY COUNCIL OF THE
                           CITY OF SANTA MONICA
          AMENDING SANTA MONICA MUNICIPAL CODE SECTION 8.04.172
           REGARDING REPAIR OF POTENTIALLY HAZARDOUS STRUCTURES
               AND DECLARING THE PRESENCE OF AN EMERGENCY

          WHEREAS, numerous buildings and other structures in the
City of Santa Monica experienced substantial damage due to the
January 17, 1994 Northridge earthquake and its aftershocks; and

          WHEREAS, an evaluation of the damage reveals that
because of construction methods certain structures are especially 
susceptible to damage in the event of major earthquakes and pose
a substantial risk to public health, safety, and welfare; and    
     
          WHEREAS, for the reasons set forth above, and for the
protection of the public health, safety and welfare, on June 21,
1994, the City Council adopted an Ordinance regarding repair,
reconstruction and reinforcement of potentially hazardous
structures; 

          WHEREAS, that Ordinance required, among other things,
that the owner of any soft story structure damaged by the January
17, 1994 Northridge Earthquake or its aftershocks submit an
engineering report to the Building and Safety Division within 120
days of the effective date of the Ordinance; and

          WHEREAS, it took more time than anticipated to identify
and notify owners of their obligation to submit an engineering
report pursuant to the Ordinance due to the excessive number of
such soft story structures damaged by the earthquake; and 

          WHEREAS, it is consequently necessary to allow
additional time for owners to prepare and submit such engineering
reports; and 
          WHEREAS, absent this amendment, owners would be
required to submit engineering reports by October 21, 1994 which
is insufficient time for compliance; 

          NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF SANTA
MONICA DOES ORDAIN AS FOLLOWS:

     SECTION 1. Santa Monica Municipal Code Section 8.04.172 is
amended to read as follows:


               8.04.172  UAC Section 206(h) added-
          Repair,  Reconstruction, and Reinforcement of
          Potentially Hazardous Structures.
               Section 206(h) of the Uniform
          Administrative Code, 1991 Edition, relating
          to Repair, Reconstruction, and Reinforcement
          of Potentially Hazardous Buildings, is added
          to read as follows:
               Division 1.00 Definitions.  As used in
          this Section, the following terms shall be
          defined as follows:
               (a) Non Ductile Precast Concrete
          Building. Any structure designed and
          constructed with concrete elements that are
          cast in other than their final position.
               (b) Non Ductile Reinforced Concrete
          Building. Any structure designed and
          constructed with poured in place reinforced
          concrete.
               (c) Soft Story Building.  Any structure
          or portion of a structure classified as soft
          story in the Uniform Building Code as adopted
          by the City of Santa Monica.
               (d) Steel Frame Building. Any structure
          designed or constructed with steel frame
          elements of load bearing and lateral load
          resistance systems. 
               Division 2.00 Determination of Occupant
          Load and Building Type.  For purposes of this
          Section, the occupant load of each structure
          shall be determined by the Building Official
          in accordance with the Uniform Building Code
          as adopted by the City of Santa Monica and
          shall be applicable to both vacant and
          occupied structures.  For purposes of this
          Section, the structure type shall be as
          defined in the Earthquake Design Section of
          the Uniform Building Code as adopted by the
          City of Santa Monica.
               Division 3.00 Scope.  The owner of any
          structure identified in this Section shall,
          within the time limits set forth in this
          Section, cause the structure to be evaluated,
          repaired or retrofitted to conform to the
          criteria specified in this Section.
               Division 4.00  Soft Story Construction.
               (a) By February 1, 1995, the owner of
          any soft story structure damaged by the
          January 17, 1994 Earthquake or its
          aftershocks, where the cost of repair is less
          than 50% of the replacement value of the
          structure, shall submit an engineering report
          prepared by a licensed engineer ("engineering
          report") to the Building and Safety Division.
          The report shall be based on a non-rotational
          lateral analysis and shall demonstrate
          whether the building complies with the
          Earthquake Design Standards contained in the
          Uniform Building Code in effect at the time
          the structural engineering report is
          submitted to the City.  If the report
          concludes the structure does not comply with
          the standards, the structure shall be
          strengthened within the timelines of Division
          7.00 of this Section and according to the
          following standards:
                    (1)  Calculated story drift shall
          not exceed 0.04/Rw or 0.005 times the story
          height for structures having a fundamental
          period of less than 0.7 seconds.  For
          structures having a fundamental period of 0.7
          second or greater, the calculated story drift
          shall not exceed 0.03/Rw or 0.004 times the
          story height.
                    (2)  Use K=2.1, the buckling factor
          for a cantilever column, for the design of
          the steel columns.
                    (3)  Do not allow the principle of
          diaphragm rotation in wood frame buildings to
          distribute the design lateral force(s).
               (b) Within 120 days of notice to the
          owner by the City, the owner of any soft
          story structure not damaged by the January
          17, 1994 Northridge earthquake or its
          aftershocks, shall submit an engineering
          report to the Building and Safety Division.
          The report shall be based on a non-diaphragm
          rotational lateral analysis and shall
          demonstrate whether the structure conforms to
          the Earthquake Design Standards contained in
          the Uniform Building Code as adopted by the
          City of Santa Monica.  If the report
          concludes the structure does not comply with
          the standards, the structure shall be
          strengthened within the timelines of Division
          7.00 of this Section and according to the
          standards listed in subsection (a) above.
               Division 5.00  Tilt-up Buildings
          Constructed to Pre-1976 Building Code. 
          Within 275 days of the date of notice to the
          owner by the City, the owner of any Tilt-Up
          building constructed to pre-1976 Building
          Code standards shall submit an engineering
          report to the Building and Safety Division. 
          The report shall demonstrate whether the
          structure conforms to the Earthquake Design
          Standards contained in the Uniform Building
          Code in effect at the time the report is
          submitted to the City. If the report
          concludes the structure does not comply with
          the standards, the structure shall be
          strengthened to comply with the standards
          within the timelines of Division 7.00 of this
          Section.

               Division 6.00 Non Ductile Reinforced
          Concrete and Non Ductile Pre-Cast Concrete
          Structures.  Within 275 days of the date of
          notice to the owner by the City, the owner of
          any non ductile reinforced concrete or non
          ductile pre-cast concrete structure shall
          submit an engineering report to the Building
          and Safety Division.  For structures over
          three stories in height, the report shall be
          based upon a dynamic lateral-force analysis
          and for structures three stories or less, the
          report shall be based upon a straight lateral
          load analysis.  The report shall demonstrate
          whether the structure conforms to the
          Earthquake Design Standards contained in the
          Uniform Building Code in effect at the time
          the report is submitted to the City. If the
          report concludes that the structure does not
          comply with the standards, the structure
          shall be strengthened to comply with the
          standards within the timelines of Division
          7.00 of this Section.

               Notwithstanding the above, as to any
          soft story structure with occupied square
          footage other than parking or storage on the
          first floor of the building, construction
          shall be completed within 2 years from date
          of engineering report submittal.    

               For purposes of this Section, "date of
          engineering report submittal" shall be either
          that date upon which the report was due to be
          submitted to the City, or the date of actual
          submittal to the City, whichever is earlier.

               Division 8.00  Historical Buildings. 
          Buildings designated as historically or
          architecturally significant landmarks on
          national, state or local historical registers
          shall comply with this Section.  At the
          Building Official's discretion, modifications
          to the standards set forth in this Section
          may be made on a case by case basis, so long
          as such modifications are consistent with the
          provisions of the State Historical Building
          Code.

     SECTION 2. Any provision of the Santa Monica Municipal Code
or appendices thereto, inconsistent with the provisions of this
Ordinance, to the extent of such inconsistencies and no further,
are hereby repealed or modified to that extent necessary to
effect the provisions of this Ordinance.

     SECTION 3.  This Ordinance is declared to be an urgency
measure adopted pursuant to the provisions of Section 615 of the
Santa Monica City Charter.  It is necessary for preserving the
public health, safety, or welfare as set forth in the Findings
and Purpose section of this Ordinance.

     SECTION 4.  If any section, subsection, sentence, clause, or
phrase of this Ordinance is for any reason held to be invalid or
unconstitutional by a decision of any court of any competent
jurisdiction, such decision shall not affect the validity of all
remaining portions of this Ordinance.  The City Council hereby
declares that it would not have passed this Ordinance if any
portion, section, subsection, sentence, clause, or phrase would
subsequently be declared invalid or unconstitutional.

     SECTION 5.  The Mayor shall sign and the City Clerk shall
attest to the passage of this Ordinance.  The City Clerk shall
cause the same to be published once in the official newspaper
within 15 days after its adoption.  This Ordinance shall be
effective upon its adoption.

APPROVED AS TO FORM:

______________________________
MARSHA JONES MOUTRIE
City Attorney