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O1748 CA:f:\a\m\1\mhs\urmord2 City Council Meeting 6-21-94 Santa Monica, California ORDINANCE NUMBER 1748(CCS) (City Council Series) AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF SANTA MONICA AMENDING SECTION 8.04.l40 OF THE MUNICIPAL CODE RELATED TO SUPPLEMENTAL SEISMIC SAFETY REHABILITATION REQUIREMENTS, ADDING SECTIONS 8.04.171 THROUGH 8.04.173 TO THE MUNICIPAL CODE RELATED TO SUPPLEMENTAL REQUIREMENTS FOR REPAIR, RECONSTRUCTION AND REINFORCEMENT OF POTENTIALLY HAZARDOUS STRUCTURES, REQUIRING BRACING OF WATER HEATERS, 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, the City Council has considered evidence presented in the staff report and public hearing concerning local conditions; and WHEREAS, pursuant to Health and Safety Code Sections 17958.5 and 17958.7, based upon local climati,c, geological, and topographical conditions, the city Council finds it is 1 reasonably necessary to adopt supplemental requirements related to repair, reconstruction and reinforcement of potentially hazardous structures as identified in this Ordinance, and to require earthquake bracing of water heaters; and WHEREAS, for the reasons set forth above, protection of the public health, safety and welfare requires the immediate establishment of these supplemental requirements; NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF SANTA MONICA DOES ORDAIN AS FOLLOWS: SECTION 1. Findings. The City council finds that: (a) The City is at risk of strong ground motion from a number of nearby earthquake faults including the Newport- Inglewood, Malibu Coast and Santa Monica faults. Potential damage to new and most existing development is likely to be slight to moderate; however, localized severe damage to potentially hazardous structures may occur; (b) Shallow ground water within 50 feet of the ground surface occurs along the beach, near the industrial corridor and Marine Park areas of the City. This ground water condition, coupled with unconsolidated youthful sedimentary soils, makes these areas susceptible to possible liquefaction during strong or moderately 'strong earthquakes. Liquefaction is a very destructi ve secondary effect of strong seismic 2 shaking where a loss of bearing strength occurs along with ground oscillations in the supporting soils; (c) The location of the City in proximity to the Pacific Ocean creates an environment of high humidity and dampness which can severely affect the conditions of structures exposed to the elements. (d) The structural integrity of certain types of building structures performs poorly during the ground shaking associated with earthquakes and is susceptible to extensive damage and a threat to the public safety. Potentially hazardous structures include the fOllowing building types: unreinforced masonry structures; soft/weak story structures; pre-1976 tilt-up concrete buildings; steel-framed buildings; and pre-cast/reinforced poured in place concrete/non-ductile buildings. (e) The evidence presented in damage assessment reports prepared by the Building and Safety Division and structural engineering reports submitted to the City in the aftermath of the Northridge earthquake has yielded the following results for damaged potentially hazardous buildings: (1) Unreinforced masonry structures experienced numerous parapet collapses and wall failures, particularly in the downtown and northern sections of the City. The absence of reinforcement and the deterioration of the mortar in the marine environment close to the ocean were contributing factors. 3 (2) Many soft-story portions of structures, primarily located north of Colorado Avenue, suffered severe damage during the strong ground shaking. Limited shear wall or lateral force resistance was a contributing factor. (J) Tilt-up concrete buildings constructed prior to the 1976 Uniform Building Code are vulnerable to roof collapse during an earthquake. These structures were generally built with inadequate integral wall/diaphragm anchor systems. No such damage was experienced in Santa Monica during the January 17, 1994 Northridge earthquake as no tilt-up structures are located in the areas of the City most severely impacted by the ground shaking; however, the performance of these buildings has been very poor in areas outside of Santa Monica during the Northridge earthquake and other earthquakes of similar magnitude such as the Lorna Prieta earthquake of 1989. (4) Some pre-cast and reinforced non-ductile concrete structures located in the downtown and beach areas of the City suffered severe damage during the earthquake through the cracking of rigid concrete members. Older reinforced concrete structures lack adequate horizontal ties for vertical steel reinforcing rods and were designed with significantly different seismic design criteria than presently required by the Uniform Building Code. (f) During the Northridge earthquake numerous unsecured water heaters throughout the City bro){e loose from their fittings, some thereby rupturing gas and water lines. This 4 condition presented an immediate fire hazard at a time when Fire Department resources were already in significant demand, thereby creating a potential delay in responding to the hazard. (g) Based upon the above-described' local climatic, geological and topographical conditions, it is necessary to adopt supplemental regulations concerning the evaluation, repair, reconstruction and retrofitting of potentially hazardous structures, and to require bracing of water heaters so as to avoid or lessen the potential threat to the public health, safety, and welfare in the event of future seismic activity. SECTION 2. section 8.04.140 of the Santa Monica Municipal Code is amended to read as follows: 8.04.140 UAC section 206(c) added- Supplemental Seismic Safety Rehabilitation Requirements. section 206(c) of the Uniform Administrative Code, 1991 Edition, related to Supplemental Seismic Safety Rehabilitation Requirements, is added to read as follows: Division 1. 00. Scope. The provisions of this Section shall apply to all pre-1934 unreinforced masonry structures which currently have or may in the future have recorded against them on the record of title in the County Recorder's Office a City "Notice of Substandard and Potentially Hazardous Building." 5 Division 2.00. Compliance Requirements. The owner of each building within the scope of this Section shall, within the time limits set forth in this Section, cause the building to be structurally altered to conform to the earthquake standards specified in the Seismic Retrofitting Code. Division 3.00. occupant Load and Buildinq Type. The occupant load of each building subject to the Seismic Retrofitting Code shall be determined by the Building Official in accordance with Section 3302 of the Uniform Building Code. For purposes of complying with the time limits set forth in Division 4.00, the rating classification ("Type") of the building shall be defined as follows: Ratinq Classification Building Type Occupant Load Essential High risk Medium risk I II III-A III-B Any 100 or more 100 or more More than 20, but fewer than 100 Fewer than 20 Low risk IV An "essential" building shall be any building that must be usable in the event of an emergency, and shall include hospitals, police and fire stations and disaster recovery centers. A "high risk" building shall be any building with 100 or more occupants and without masonry or woodframe crosswalls spaced less than 40 feet apart in each story. A "medium risk subclass A" building shall be any building with 100 or more occupants and with masonry or woodframe crosswalls spaced less 6 than 40 feet apart in each story. A "medium risk subclass B" building shall be any building with more than 20 but fewer than 100 occupants. A "low risk" building shall be any building with fewer than 20 occupants. Division 4.00. ~imetable for compliance. The time limits set forth below shall begin to run from the date the Seismic Retrofitting Code is adopted. The owner of any occupied or vacant building within the scope of this section shall comply with the requirements set forth herein and in the Seismic Retrofitting Code by filing for a permit, submitting plans to the Building Official, commencing construction and completing construction within the time limits specified below: File for Permit and Commence Complete Submit Plans to construction Construc- Required Action Building Building Official within tioD By Owner ~ype within Within A. Install Wall Type I,ll, 180 Days 270 Days 1 Year III, IV B. If Wall Type I 635 Days (lyr 9 mos) 2 Years 4 Years Anchors Type II 635 Days (lyr 9mos) 2 Years 4 Years Installed, 2825 Days (7yrs 9mos) 8 Years 10 Years Then Make 2825 Days (7yrs 9mos) 8 Years 10 Years Structural Alterations: C. If Wall Type I 270 Days 1 Year 2 Years Anchors Are Type II 270 Days 1 Year 2 Years Not Type III 1000 Days (2yrs 9mos) 3 Years 4 years Installed, Type IV 1365 Days ( 3yrs 9mos) 4 Years 5 Years Then Make structural Alterations: 7 Such plans shall be prepared by a State licensed architect or engineer. After plans are filed and approved by the Building Official, the owner shall obtain a Building Permit and then commence and complete the required construction within the time limits set forth above. That portion of the plan check and building permit fees that are allocable to structural alteration of the building that is necessary for compliance with the Seismic Retrofitting Code shall be waived by the Building Official. An owner electing to install wall anchors pursuant to the Seismic Retrofitting Code is also required to structurally alter the building to make it fully comply with the Seismic Retrofitting Code within the time limits set forth herein. oi vision 5.00. Historical Buildings. Buildings designated as historically or architecturally significant landmarks on national, state or local historical registers shall comply with the Seismic Retrofitting Code. At the Building Official's discretion, modifications to the retrofitting standards set forth in the Seismic Retrofitting Code may be made so long as such modifications are consistent with the provisions of the State Historic Building Code. Division 6.00. Demolition. An owner desiring to demolish a building must nevertheless comply with the provisions of this Code unless such owner receives permission to demolish the building prior to the time limits set forth in Division 4.00 herein for the filing of a permit and the SUbmitting of 8 plans to the Building Official. Such an owner shall submit a Demolition Permit Application to the Building Official and shall meet all of the requirements for demolition imposed by this Code including but not limited to those requirements set forth in Section 9.04.10.16.010 of this Code before such a demolition shall be permitted. Nothing in this section or in the Seis~icRetrofitting Code shall be deemed to relieve a building owner of meeting the requirements for demolition of a building imposed by any other applicable law or regulation. Division 7.00. Appeal of Initial Determination. The owner of any building may appeal the Building Official's initial determination that the building is within the scope of this Code to the Building and Safety Commission as the Board of Appeals established by Section 204 of the Uniform Administrative Code, as amended and adopted at Section 8.04.020 of this Code. Such appeal shall be filed with the Board within sixty (60) days from the date the Seismic Retrofitting Code becomes effective. Any such appeal shall be decided by the Board no later than ninety (90) days after filing and the grounds thereof shall be stated clearly and concisely. Appeals or requests for modifications from any other determinations, orders, or actions by the Building Official pursuant to this Section may be made in accordance with the procedures established in Sections 105 and 106 of the Uniform Building Code and Section 204 of the Uniform Administrative Code, as adopted by the City. 9 Division 8.00. Enforcement. If the owner in charge or control of the sUbject building fails to comply with this Code within any of the time limits set forth herein, the Building Official may order that the entire building be vacated and that the building remain vacated until this Code has been complied with. If compliance has not been initiated within ninety (90) days after the date the building has been ordered vacated or such additional time as may have been granted by the Board of Appeals, the Building Official may (i) commence the building's demolition in accordance with the provisions of section 203 of the Uniform Building Code and in accordance with the Uniform Code for the Abatement of Dangerous Buildings, as adopted by the city; or, (ii) undertake and complete such structural alteration of the building as may be necessary in the sole judgment of the Building Official to cause the building to conform to the earthquake standards specified in the Seismic Retrofitting Code, and to cause a lien for the costs of such structural alteration to be placed against the property. No demolition may occur pursuant to this Division 8.00 without compliance with all City laws and regulations governing demolitions. Di vision 9.00. Appeal Based on Severe Financial Hardship. The owner of any building may appeal on the basis of severe financial hardship from compliance with this Code. Such appeal shall be filed with the City's Chief Financial Officer no 10 later than one hundred twenty (120) days after the effective date of this Code. Any such appeal shall be decided by the Chief Financial Officer no later than ninety (90) days after filing and the grounds ,thereof shall be stated clearly and concisely. The burden shall be on the owner to demonstrate conclusively that compliance with this Code shall result in severe financial hardship. Documentary evidence shall be submitted by the owner at the time the appeal is filed and shall clearly demonstrate that compliance with this Code shall result in severe financial hardship. Such documentary evidence may include, but shall not be limited to, the owner's tax returns, general ledgers, rental and lease agreements, personal and corporate income and expense records, and any such other financial documents or information as the owner desires to submit for consideration or as the city's Chief Financial Officer deems necessary or desirable in evaluating the owner's claim of hardship. The failure of the owner to provide any financial document or information requested by the Chief Financial Officer shall result in denial of the appeal. Any person denied an appeal by' the Chief Financial Officer may appeal the denial to a three person Financial Hardship Appeal Board established by the City Manager. Any such appeal shall be made in writing within ten (10) days of the denial and shall be based on the evidence supplied to the Chief Financial Officer. The Appeal Board may approve or deny 11 any appeal and may relieve an owner from compliance with the requirements of Section 8.04.140, Division 4.00 (A), (B), or (C) of this Chapter, as the Appeal Board in its sole discretion deems financially feasible. The decision of the Financial Hardship Appeal Board shall be final except for judicial review and shall not be appealable to the City Council. The Appeal Board is authorized to establish procedures for the processing and consideration of appeals. In any case where a building is exempted from compliance with the Code on the basis of financial hardship, such exemption shall be null and void and of no further force or effect at the time the building is sold or experiences a major change of occupancy as defined in the Building Code. Division 10.00 Canopies. A pedestrian canopy conforming to the standards developed by the Director of General Services shall be constructed below any URM wall adjacent to any public right of way upon commencement of construction of the structural alterations required by this Section. SECTION 3. Section 8.04.171 is hereby added to the Santa Monica Municipal Code to read as follows: 8.04.171 Reconstruction, Buildings. UAC section 206(g) added- Repair, Masonry and Reinforcement of Unreinforced 12 Section 206(g) of the Uniform Administrative Code, 1991 Edition, relating to Repair, Reconstruction, and Reinforcement of Unreinforced Masonry 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) Zone 1. (1) for one-story buildings, the area within 9 feet of a public right-of-way; and, (2) for two- or more story buildings, the area within 20 feet of a public right of way. (b) Zone 2. All areas not in Zone 1. Division 2.00 Scope. The owner of each building within the scope of this Section shall, within the time limits set forth in this section, cause the building to be altered to conform to the earthquake standards specified in this Section. Nothing in this section shall allow for an extension or exemption from Section 8.04.140 of the Municipal Code. Division 3.00 Standards for Repair, Reconstruction, and Reinforcement of UnreinforcedMasonry ("URM") Buildings. (a) General. (1) wi thin 60 days of the date notice to the property owner is provided by the city, the property owner of any URM structure damaged by the January 17, 1994 Northridge earthquake or its aftershocks, shall submit to the Building and Safety Division a report prepared by a licensed engineer, identifying the extent of damage to the structure and the 13 necessary repairs. Necessary repairs shall be made within 18 months from the date the notice is provided by the city. (2) Except as provided in subsection (c), when any portion of a URM building such as a parapet, wall or other element has failed or collapsed, repairs shall be made with wood frame or steel construction, or other material structurally compatible with the unreinforced masonry. Reinforced masonry and concrete shall not be considered structurally compatible with the underlying unreinforced masonry. Repairs shall be made wi thin 18 months of the effective date of this Ordinance. (b) Parapets. (1) Parapets Damaged by the January 17', 1994 Northridge Earthquake. Any URM parapet or portion thereof damaged by the January 17, 1994 Northridge earthquake or its aftershocks, with 10 percent or more of damage on any side, or where the cost of repair exceeds $50,000, shall be braced within 18 months of the effective date of this Ordinance in accordance with the Uniform Building Code in effect at the time a building permit is issued. (2) Reinforcement of Unreinforced Masonry Parapets. Any URM parapet, or portion thereof, located within Zone 1, shall be braced to the roof in accordance with the Uniform Building Code in effect at the time the building permit is issued, within 18 months of the effective date of this Ordinance, or as part of any earthquake repair building 14 permit, whichever occurs first. For parapets located in Zone 2, all parapets shall be braced according to the timetable for making structural alterations contained in Division 4.00 of Section 8.04.140. (c) Walls. (l) Any unreinforced masonry wall damaged by the January 17, 1994 Northridge earthquake or its aftershocks, with less than ten percent of cracking on any elevation where the wall remains connected to the floor and ceiling and the wall remains in plane, may be repaired with grout or epoxy and shall be repaired within 18 months of the effective date of this Ordinance. (2) If any unreinforced masonry wall damaged by the January 17, 1994 Northridge earthquake or its aftershocks has any elevation out of plane, but by less than two percent, a review and analysis by a licensed engineer is required to determine the extent of damage and the necessary work to repair the damage. Such analysis shall be submitted to the City within six months of the effective date of this Ordinance. Repairs shall be completed within 18 months of the effective date of this Ordinance. (3) If any unreinforced masonry wall damaged by the January 17, 1994 Northridge earthquake or its aftershocks has any elevation out of plane by more than two percent, the entire wall shall be removed to the next available horizontal or vertical structural boundary. 15 (d) Vacant URM structures located in Zone 1. Any portion of a vacant URM structure located in Zone 1 which was damaged by the January 17, 1994 Northridge earthquake or its aftershocks, where the cost of repair exceeds $10,000, shall be structurally supported within 18 months of the effective date of this Ordinance. Division 4.00 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 4. Section 8.04.172 is hereby added to the Santa Monica Municipal Code to read as follows: 8.04.l72 UAC Section 206(h) added- Repair, and Reinforcement of potentially Hazardous Reconstruction, 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: 16 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 Buildinq 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, 17 repaired or retrofitted to conform to the criteria specified in this section. Division 4.00 Soft Story construction. (a) Within 120 days of the effective date of this Ordinance, 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. 18 (3) Do not allow the principle of diaphragm rotation in wood frame buildings to distribute the design lateral force(s). (b) Within l20 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 19 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. 20 Division 7.00 Timetable for Compliance. Required Bldg. File for Permit Commence Complete Action by Type and Submit Plans Construction Construction Owner to Building within within Official within Make I 60 days from l50 days from 1 year from alterations date of eng. date of eng. date of eng. to strengthen rpt. submittal rpt. submittal rpt. submittal structure II 180 days from 270 days from 2 years from date of eng. date of eng. date of eng. rpt. submittal rpt. submittal rpt. submittal III 1~ years from 1 year 8 mos. 3 years from date of eng. from date of date of eng. rpt. submittal eng. rpt. rpt. submittal submittal IV 2 years 5 mos. 2 years 8 mos. 4 years from from date of from date of date of eng. eng. rpt. eng. rpt. rpt. submittal submittal submittal 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 21 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 5. section 8.04.173 is hereby added to the Santa Monica Municipal Code to read as follows: 8.04.l73 UAC section 206 (i) added- Bracing of water Heaters. Section 206(i) of the Uniform Administrative Code, 1991 Edition, relating to Bracing of Water Heaters, is added to read as follows: Water Heaters. Prior to any building sale after the effective date of this Ordinance, or as part of any building permit or inspection carried out by the Building and Safety Division, all water heaters shall be braced in conformance 22 with the minimum standards established by the Building and Safety Division. SECTION 6. The City council finds pursuant to City Charter section 615 that this Ordinance is necessary for preserving the public peace, health and safety, and the urgency for its adoption is set forth in the findings above. SECTION 7. 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. In the event of any conflict between the provisions of this Ordinance, and any other City adopted interim or emergency ordinance, including the Earthquake Recovery Act, the provisions of this ordinance shall prevail. SECTION 8. 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 the remaining portions of this Ordinance. The City Council hereby declares that it would have passed this Ordinance, and each and every section, subsection, sentence, clause, or phrase not declared invalid or unconstitutional 23 without regard to whether any portion of the Ordinance would be subsequently declared invalid or unconstitutional. SECTION 9. 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: -(l(~~~ ~~ MARSHA JONRW MOUTRIE City Attorney 24 Adopted and approved this 21st day of June, 1994. ~r. MA a or I hereby certify that the foregoing Ordinance No. 1748 (CCS) was, duly and regularly adopted at a meeting of The City Council on the 21st day of June, 199,4; by the following Council vote: Ayes: Councilmembers: Abdo, Genser, Greenberg, Holbrook, Olsen, Rosenstein Noes: Councilmembers: None Abstain: Councilmembers: None Absent: Councilrnembers: Vazquez ATTEST: _44ih_/fJ~ City Clerk