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SR-8-B (67)LUTM:CPD:SF w/~rm30 C~UNCIL MEETING: Septamber 22, 1992 T0: Mayor and City Council FROM: City Staf~ ~r ~ ~ ~ ~ ~ - _ J i. Sahta Manica, California SUBJECT: Recommendation To Certify The Final Environmental Impact Report And Adopt A Mandatory Seismic Retrofitting Ordinance For Unreinforced Masonry Suildings In The City Of Santa Monica And Approve A Resolution Of Intentian To Amend The Zoning Ordinance Ta Permit Replacement Of A Buildi.ng That Has Baen Structurally Retrofitted. sx~~onvcTiorr On July 14, 1992 the City Cauncil conduc~ted a public hearing ~o review the proposed sei.smic retrafi~ting ordinance for the City of Santa Monica. At that meeting the CounciZ reques~ed that staf~ provide additional informativn on the fallawing issuss: o More information on the cost estimates for retrofitting. o Co~t, timing and benefit comparison information for Level I and Leval II op~ions. o Suggested revisions ta Section 5.00 of ~he Histo~ic Buildings SectiQn. o Architectural review for improvements made to historical o~ architecturally significant structures. a Evaluation of like-~'or-lik~ replacement for any non-conf~rming structure destroyed in the City. o In~ormation on tenant displacement probabilities in rent controlled structures. o Eva~uatian of requiring r~trofitting on sale o~ the b~iZding ar~d the turnover rate for buiZding sales. - 1 - r ~ ~Y ~ r. ' •.i Y t+ o Evaluate options for non-prvfit owners such as churches. o Provide information on the probability oP earthquakes on the diffarent faults used in the EIR analysis. This staff raport provides Council with the informatzan requested and recammends that the Council certify the Final EIR, introduce for first read~ng the proposed ordinance and adopt the attached resolutzan of intention to amend the Zoning Ordinance. The propased ordinance has been revised to include a new financial hardship exemption (Division 9) and revised language pertaining to architecturally and historically significant buildings (Division 5). BACKGROUND Since the public hearing in July, the City of Beverly Hills has adopted a mandatory retrofitting ordinance consistent with the struct~ral standards contained in Santa Manica's proposed ordinanca. At this time, Santa Monica is the only City an the westside with a significant stack of unreinforced masonry buildings which does not have a mandatory retrofitting ardinance. Tha buildings that have been reinforced t~ Level II standards account for almost one half of all previously listed unreinforced buildings. When this process began there were 252 unreinforced masonry buildings in the City. As of September ~, 1992 there are 116 unreinforced buildings (20,100 sq.ft.) of which four are currently undergoinq upgrading work. out of the originaZ 252 - 2 - unr~inforced masanry buildings in the City, 110 have been upgraded to the level YI s~andard~ and 25 have been demolished and replaced with new development. Two buildings an the present ~15t~ 2934-36 Main Street and Miles Playhouse, have been upgraded to Level I standards. As pr~sented at the public hearing in July, a Level I program involves anchoring the waZ1s, securing by bracing or ~emoving the parapets, and providing out-of-plane strengthening. This upgrade (sam~times referred to as anchorage and interconneetion} would require a re~atively low level of strengthening. Tensian and shear anchors (commanly referred to as ties} would anchor the unreinforcad masonry walls to flaars and roafs and additional wark would be done to prevent walls from col~ap~ing (out-of-plane failure). Typically, this work wauZd be confinad ta perimeter walls, although strengthening would also be required of unreinforced interior walls in larger buildings and in buildings with unsatisfac~ary wall height to thickness ratios. The Level II pragram would req~ire Level I strengthening plus additional work invalving roof and floor strenqth~ning and in-plane strengthening of extarior walls. The in-p~ane strengthening requi~ements represent a significant increase in cons~ruction requirements over Level I standards. Generally, th~ Level II cons~ruction program would require an extensive removal of finishes, the installation of plywood shear wal~, the - 3 - restoratian af ~inishes and possibly the installation of structura~ steel. Cost Estimates For Retrofitting At the initial public hearing on the ordinance, public tes~imony concerning the cost of a Le~e1 II upgrade was confusing and contradict~ry, This confusion is no~ unexpee~ed since a number oF site and building specific conditians can substantially influence the total cost of an upgrade. Some of the variables which can incxease costs and which wer~ idant~fied by members o~ t~e public ara discuss~d tharaughly in the EIR. Level II upgrade costs can vary widely depend~ng on a building's attributes including the shape and size af the structure, the number of crass wal~s pr~ssnt, the size and location of w~ndows and daors, the amount of roof bracing, the presence or absence of open building ele~ents (such as retail window dispZays), and related architectural features. Upgrade costs can also vary as a result of other consideratians which are unrelated to building form. These considerations include: extra contractor time and costs resulting from delays due to occupants remaining in a building during the upgrade, cost increases related ta historic preservation cancerns, extent of remodel and interiar wall finish repZacement, and soil relat~d conditions (such as ~iquefaction potential). With sa many factors influencing the total cost of any individual bu~lding upgrade, it is not surprising that an - 4 - average figure is a weak predictor of ultimata project costs. An average is useful as a predictor only in cases where there is reZa~ive cansistency in the data being summarized. This is not the case with seismic upgrade costs. Given this limitation an average cast estimates, other optians should be evaluated ~o estimate the fiscal impacts af upgrading. The most useful statistic in this case is the range of costs. As discussed in the EIR and in the public testimony, the range af costs for a Le~el II upgrade is from a low o€ $5 per square foot to a high of $20 per square foot (ar more in exceptional cases). Therefore, the estimates discussed in the initial public hearing are consistent with the range of costs documented in tha EIR. very detailed cost estimates are discussed in both the EIR and campanion Technical Appendix. Another issue raised during the previous hearing dealt with the ability ot property owners to absorb the casts of upgrading. The extent of voluntary upgrades being performed in a community is an aff~ctive indirect measure of the ability of local business conditions to absorb the casts of upgrading without substantial econamic harm. In Santa Monica, considerable voluntary rehabilitation and upgrading is occurring which indicates that (1) those owners most abie to afford the upgrades are praceeding to pratect their buildings and (2) recovering investment in seismic strengthening can be accomp~ished given local rental market conditions. This conclusion daes not mean that no - 5 - individual building awner may Experience financial hardship in complying with the proposed strenqthening requirements. Therefore, staff is proposing ~odifications to the ordinance which would provide flexibility in compliance in cases where upgrading would result in documented severe financial hardship. (5ee discussion below}. Cast~ Timing and Benefit Compar~son Information for Lev~l I and Level II Optians. As noted above, the cost range for Level 2I retrofitting is between $5.00 to $20.00 a square foat. The range for Level I upgrading is between $3.00 to $13.bo a sq~are foot. In general, Level I upgrading is appraximateiy 80-85~ of the aost associated with Level FI upgrading. Therefore, the cost betwe~n a Level I and Level II upgrade is not a significant economic factor. Based on data generated for bu~ldings in San Francisco, the estimated construction duration for Level I retrofitting with occupancy is between five and eight weeks. Actual disp~acement of any singZe occupant within a speci~ic building cou~d be batween five and ten days in the immediate vicinity of the anchor installation. Far prajects without occupancy, pro3ect duration is generally propartional ta praject cost. Projects which cost less than $25,000 wauld take about four weeks, projects between $25,000-$50,000 wauld take four to seven weeks, and projects be~ween $50,000-$100,000 would take seven to ten weeks. - 6 - Depending on the size and shape of a structure, the construction duration for Level II retrofitting ranges betw~en six tQ twenty weeks if the building remains occupied. Without occupancy, the duratian could be as brief as three weeks and as long as twenty weeks. With accupancy maintained, the work period is generaZly twice as long as ~t would be without occupancy. During the initial public hearing on the proposed ordinance, members of the p~blic referred to the LeveZ I upgrade as a life safety upgrade and the Level II as a building damage raduction standard. This attribution is nat carrect. The Level II upgrade is the minimum life saPaty upgrade for the City of Santa Monica and only the Level III option, determined to b~ financially infeasible in the Fina1 EIR, will assure some sv.bstantial building damage reduction. Although a Leval II upgrade would somewhat lessen the ex~ent of building damage, this is nat the design ob~ective of a Level II strenqthening program. In Santa Mona.ca, a Level I upgrade only has effective life safety benefits for an event typical of earthq~akes on more distant faults (such as the San Andreas Fault). For the design faults in the Santa Monica region (the Newport - Inglewaad and adjacent ~auZts), a Level 1 upgrade does not provide satisfactory minimum life safety protec'tion. Within the City and surrounding area, only a Level II retrafit achieves the abjective of community life safety. This finding is documented in the seismic risk modeling presented in the Fina]. E~R. - 7 - Members of the public ex~racted statements fram the EIR text which suggested that a Level I standard had the highest cost ta benefit ratio of any upgrade standard. While mast engineers would generally agree with this statement, it is impartant to stress that a Level I upgrade in Santa Monica represents only a very partial solution of the hazard reduction objectives that need to be addressed. Furthermare, a Level I upgrade only addresses the most frequent sources af fatality (parapet collapsey but not the most catastraphic types af failure. In a City without a substantial fault system in the immediate environment, a Le~el I upgrad~ could be sufficient to assure reasonable life safety pratectian. However, given the patential intensity of Zocal fault movements in or near Santa Monica, a Leae1 I program is insufficient far a minimum life safety standard. It shou~d also be noted that Leve~ I costs usually account for approximately 85~ of Level II upgrade costs. While it may be true that the cost to benefit ratio far a Level 2 standard is high compared to more intensive upgrade options, it is alsa true that a Level I standard provides incomplete life safety benefits far Santa Monica. Far this reason, the Level I standard was not recommended despite the cost to benefit value af this option because this standard is not the applicable design criteria far Santa Monica. Moreover, it is important to subardinate the cost to benefit ratio question to the primary ~ S - objec~ive of the ardinance which is reduction of injury and fatality to the extent feasible. Revisions to the Proposed Ordinance Regarding Historic Buildings At the July 14, 1992 hearing, objections were raised to the language in the ordinance concerning historic buildings (Division 5). In response, City staff has redrafted and simplified the provisions of this section. In effect, the revised language reqtxires that designated local, national, or state historic or architectural landmarks comply with the Level II standard. In cases where this level af s~reng~hening has the potentia~ to modify the historic or architectural integrity af a structure, the revised ardinance permits the City Building Official to modi~y upgrade requirements through the use of special construction pracedures permitted under the State H~staric Building code. It is important to understand that the State Historic Build~ng Code does not include farmal design or strengthening standards like the State Model Ordinance; rather, the Historic Code permits modifications or relaxation of standards to achieve either building preservation ar restoration. The legisZative intent of the State Historic Building Code was to encourage preservation of the historic building stock while the intent of the State URM Ordinance was to establish a S~ate-wide program with defined building standards that would encouraqe strengthaning. Histor~c preservation and seismic strengthening requ~rements, with the inclusian of State Historic Building Code _ g _ allawances, are not incompatible abjectives. Furthermore, the adoption o€ the Level II standard will assist in the preservation of the City's historic building stock. This change in the proposed Drdinance would nat modify the applzcability of Mills Act's Contracts to the City's historic properties. These types of contracts substantially reduce tha property tax levied on a contracted praperty. Beca~se Mills Act benefits are linked ~o property tax valuation, this type of program is mast beneficial for recently purchased properties. Architectural Review For Improvements Made T~ Historical Or ArchitecturaZly Significant Struct~res Staff cancurs that some farm of architectural review is nec~ssary for historical or architecturally significant buildings. Of the ~1& remain~ng bui~dings, 65 are identifzed on the Historic Resources Survey as suitable for individual landmark designation or as a contributing structure ta a historic district. Prior to issuance of a building permit for retrofi~ting that may aiter the exteriar appearance of one of these buildings, the Building and Safety Division wi1Z require Architectural Revisw Board approval of the exterior modifications. - 10 - Evaluation Of The Like ~or Like Replacemant For Any Non Conforming Structure Destrayed In The City CurrEntly the Zoning ardinanc~ precludes the replacement of a non-canforming buiiding in the event it is damaged or destrayed to an extent of one-half or more af its replacement cast immediately prior to such damage. A building falling into this category may not be restored to its non-conform~ng condition but must be made to conform to the present Zoning Ordinance standards. As an incentive for owners to retrofit their bui~dings, staff is recommending that the Zoning Ord~nance be modified to allow full replacement of a non-conforming building provided it is retrofitted to the Level II s~andards should it be destroyed as a result af an earthquake or earthquake related fire. Members of the public requested that the exemptian apply to retrofitted buildings regard~.ess of haw they may be destroyed. It is a policy decision ta expand the exemption as proposed by the public and staff has no objections to expanding this exemptian. The Zoning Ordinance amendment was proposed as an incentive for praperty owners to retrofit given the expense involved and the public benefit received as a result of the improve~ent. - 11 - Tenant Displacement Prababilities In Rent Controlled Structures Of the ~15 buildings remaining on the list of unreinfarced masonry structures, ten are res~dential buildings, hotels or mixed use residential buildings. There are a total of 221 units in all of these buildings. Because af the numerous crass walls in residential buiZdings, the residential buildings retrafit~ed to date in Santa Monica have been below the typical retrofitting costs (less than $1.00 to $5.00 per square foot). Permanent displacemant of tenants has never b~en required by the retrofitting of the residential structures in Santa Monica, Additianally, no reques~s for passing through rehabilitatian costs have been made ta the Rent Control Baard. Since over two-thirds o~ the original unreinforced masonry residential units have already besn voluntarily retrofitted, it is not anticipated that the cost impact on any residential building or on resid~ntial tenants wiil be significant if the Level 2I standard is adopted. In contrast, retrofitting will reduce th~ risk of permanent displacement of residential tenants who ~ight otherwise be displaced from their affordable housing after a mQd~rate earthquake as was the case in Watsonvil~e, Santa Cruz, Hollister after the Loma Prieta earthquake. - 12 - Retrofitting On Sale Of The Building And The Turnover Rate For Building Sales Staff has researched the remaining 116 unrainfarced buildings to determine the ~ast date of sale. The following provides informatian on tha rate of sales according to each building category. The table shows the number of buildings that have so~d over the last 20 years. Last Sale Last Sal~ 1-5 yrs 6-~p yrs High Risk 8 bldgs 2 bldgs Number Last Sale Last Sale of 11-20 yrs over 20 yrs Bldgs 7 bldgs 5 bldgs 22 Medium Risk 19 bZdgs 14 b~dgs 22 bldqs Low Risk TOTAL 10 bldgs 1 bldg 4 bldgs 37 bldgs 17 bldgs 33 bldgs 20 bldgs 75 4 bZdgs 19 29 bldgs 116 The ~igures show that 54 of the buil.dings have soZd in the last ten years and G2 buildings have not been sald for over 11 years. Given the random nature of the sales activity, staff daes not recammend making any changes to the proposed time limits. The propased ordinance requi~es that al]. buildings install wa].1 anchors within one year ot the adoption date af the ordinance (Level I upgrade). If tha.s is done, a property owner must co~nence construction of the structural changes within two years - 13 -- and complete constructian within four years for type r and ~~ buildings, and commence construction within eight years and complete constructian within ten years for far type III and IV buildings. If a property owner does not install wall anchors within one year, s~ructural changes must commence within one year oP the adoptian date of the ordinance and be completed within two years for type T and II strnctures, for type II~ buildings, construction must commenca within faur years and ba complete within five years, and far type IV buzldings, construction must commence w~thin five years and be complete within six years. The proposed ~rdinance's time limits represent an attempt to make compliance easier for owners without neglectinq the importance of life safety issues. Engine~rs agree that wall anchors play a crucial role in increasing life safety during an earthquake. Tying together the walls and roof of an URM is the least expensive strengthening measure that accomplishes the substantial reduction of hazards to i~fe safety. Again, a~though Le~~l I provides some reduction of life safety hazard, it daes not meet recommended minimum life safety s~andards ~or areas such as Santa Monica which is close to such active faults as the Newpart-Ing~ewood fault. Hardship ~ptzons Council directed staff to address a means of relieving non-pzofi~ (Houses of Worship) owners from casts associated with - 14 - retra~itting URM building$. Outlined below is a hardship procadure which wau~d apply to other non-prafits as well as athers who may experience a financial hardship. A new Division (Divisian 9) has been added to tha proposed Ordinance to address the issue of potential financial hardships that may be cr~ated by adoption of a Level II standard. The EIR concluded that a sma11 proportion of the City's building awners would potentially experience significant financial impacts if a mandatory Level II standard is adopted. Division 9 has been created ta enable the City to exercise discretion over the timing af compliance with the standard if a bui~ding owner can demonstrate that cQmpliance wouid result in signi~icant hardship. The evidence of hardship would need ta be compelling and would need ta be documanted ta the City's satisfaction. Probabilities Of Earthquakes On The Fau~ts Studied In The EIR It is very difficu~t to predict the probability of an earthquake on any given fault. Hawever, for purposes af the risk model developed in the EIR, several assumptions were made. Cansid~ring the presence of a large number of active faults in the Santa Monica area, a selectian was made of possible seis~ic events that cauld effect the City. The most I~kely evant (a 30~ chance of occurring in ~he next 30 years) would accur on the San Andreas fault. Given the location of thE fau~t, sign~ficant damage is not expected ta accur in the City. - 15 - The Santa Monica-Malibu fault is potentially activ~ and is located within Santa Manica. This fau~t system is capable of generating an event of Richter Magnitude 7.5 and therefore, represants a wazst case condition for the City. However, the probability af a movemant along this system is less than 1~ chance af occurrence over the next 3d years. Therefore, this was nat the study fault used in the EIR analysis. Rather an event on the Newpart-Inglewood fault was the design fault used in the ~IR. This fault is capable of praducing a 7.S magnitude quake and the probability of accurrence is about 5~ in the next 30 years. BUDGETIFINANCIAL IMPACT The recommendations presented in this report do nat have a budget or fiscal impact. RECOMMENDATION It is recammended that the City Council: 1. Adopt the resolutian certifying the Fina1 EIR. 2. Introduce for first reading the praposed mandatory seismic retrafitting ardinance for the City of Santa Monica. 3. Adopt th~ Reso~u~ion of ~ntention to amend the Zoning Ordinance to al.law for the one to one replacement of a structura~.ly upgraded building in the event of an earthquake. - 1.6 - Prepared By: Paul Berlant, Director of LUTM Suzanne Frick, Planning Manager Bi~l Rome, Building Officer Land Use and Transportation Management Department Program and Policy Development Division Attachments: A: Mandatory Unreinfarced Masonry Building ~rdinance B: Updated List of Unreinforced Masonxy Buildings In Santa Monica C: Resalution of Inten~ion To Amend The Zoning Ordinance D: Resalution Certifying the Final EIR E: Final EIR (Provided at July 14, 1992 Meeting) - i~ - AT~ACI~ME~VT' A ~~~~~ CA:RMM:1mcd001/hpc/pc City Council Meeting Santa MOn1Cdr California ORDINANCE NUMBER (City Council Series) AN ORDYNANCE OF THE CITY COUNCIL OF THE CITY OF SANTA MONICA ADOPTING A MANDATORY SEISMIC RETROFITTING ORDINANCE AND THE SANTA MONICA AMENDMENTS THERETO WHEREAS, the City Cauncil has heard pubiic testimony on and has discussed and considered certain serious general community safety problems caused by the number, size, location, and present use of some 125 pre-i934 unreinforced masonry potentially hazardous buildings; and WHEREAS, the City Council has considered the probability of potentially damaging seismic acti~ity affecting the community; and WHEREAS, the City Council finds that the community's exposure to the damaging effects of such local seismic activity with potential demands on emergency services needs to be significantly reduced; and WHEREAS, on April 14, 1981, the City Council adopted, as part of the Santa Monica Municipal Code ("Cade"), Ordinance Number 12~1 (CCS) relating to Supplemental Seismic Safety Rehabilitation Requirements; and WHEREAS, on July 25, 1989, the Ci~y Council adopted Ordinance Number 1489 (CCS) ~o require "Seismic Evaluation - 1 - Reports" for pre-1934 unrEinforced masonry structures and has considered a summary of the results af such reparts; and WHEREAS, the City Council has considered Appendix Chapter 1 af th~ 1991 Edition of the Uniform Code for Building Conser~ation ("UCBC") published by the ~nternatianal Conference af Building Officia~s {"TCBO"j and recammended by the State Seismic Safety Commission as the technical specifications ("Technical Specifications") Qf the madel ordinancE ("Model Ordinance'~} to local governments in Seismic Hazard Zone 4 of California as an effective earthquake hazard mitigation program for buildings with unreinforced masanry bearing wall construction; and WHEREAS, Santa M~nica is located in Seismic Hazard Zone 4; and WHEREAS, the City Council finds that compliance with the TEChnical Specifications will reduce the risk af damage, death, and injury, and reduce the demand on City ~mergency services that may result from the effects of earthquakes an existing unreinforced masonry buildings, but that campliance wi~l nat necessarily prevent loss of Iife or injury, nor prevent ear~hquake damage; and WHEREAS, the City Coltncil has considered certaxn additions, amendments, and modifications to the Model ordinance for purposes ~f administratiQn and enforcement ~n the City of Santa Monica; and WHEREAS, the City Council finds that the proposed Model Ordinance with certain additions, amendments and modifications wi~l assist in maintaining the community's total building - 2 - inventory within the present capabilities of th~ City's emergency services; and WHEREAS, the adaption of the proposed Model Ordinance with certain additions, amendmen~s and modifications will establish a mitigatian program for potentially hazardous buildings as required by Government Code 5ection 8875 {previously known as Senate Bill 5~7); and WHEREAS, the City Cauncil finds that it is in the interest of the health, safety, and welfare of the citizens of Santa M~nica to adopt a mandatory seismic retrofitting ordinanc~, NOW, THEREFORE, THE CITY COUNCIL DF THE CITY OF SANTA MONICA DOES ORDAIN AS FOLLOWS: SECTT~N 1. Section 81~2 is added to the Santa Monica Municipal Code to read as follows: SECTION 8~12. Seismic Retrofitting Code. That certain document entitled "Appendix Chapter 1 of the Unifarm Code of Building Conservation, 1991 Edition" published by the Interna~ional Conference of Building Officials is hereby adopted as amended, deleted, ar modified herein as the 5eismic Re~.rofitting Code af the City of Santa Monica, and shall be referred to, together with such amendments~ deletions, or modificatians thereto as the "Seismic Retrofitting Code." SECTION 2. Section 8109.4 of the Santa Monica MunicipaZ Code is am~nded to read as follows: -- 3 - SECTION 8109.4. Section 205(c) af the Uniform Administrative Code, 1991 edition, relating to Supplemental S~ismic Safety Rehabilitation Requirements is amended to ~ead as follaws: 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 an the record of title in the County Recorder's Off~ce a City "Notice of Substandard and Potentially Hazardous Building." 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 alte~ed to conform to the earthquake standards specified in the Seismic Retrofitting Cade. Divis~on 3.00. Occupant Load and Buildinq Type. The occupant load of each building subject ta the Seismic Retrofitting Code sha~l be determined by the Building Official in accordance with Section 3302 of the Uniform Building Cade. For purposes of camplying with ~he time limits set forth in Division 4.00, the rating classification ("Type") af the building shall be defined as follaws: - 4 - Rating Building occupant Classification Type Load Essential I Any High risk TI 10~ or more Medium risk III-A 100 or mare III-B More than 20, but fewer than l~D Low risk IV Fewer than 20 An "essential" building shall be any building that must be usab~e ~n the event of an emerg~ncy, and shall include hospitals, police and fire stations and disaster recovery centers. A"high risk" building shall be any building with loD ar more occupants and without ~asonry 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 spac~d less 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. Divisian 4.00. Timetable for Compliance. The time limits set forth below shall begin to run from the date the Seismic Retrafitting Cade is adopted. - 5 - The owner af a building wi~hin ~he scope of this Section shail 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: Required Action By Owner File far Permit and Submit Plans to Building Building Officia~ Type within C4mxnBrice Construction Within CQmplete Construction Within A. Install Wall Anchors: Type I, II, III, IV 18o Days 270 Days B. If Wall Anchors Installed, Then Make 5tructural Alterations: Type I 635 Days (1 yr 9 mos} Type YI 635 Days (~ yr 9 mo s ) Type IIT 2825 Days (7 yrs 9 mos) Type IV 2825 Days (7 yrs 9 mos) 2 Years 2 Years 8 Years 8 Years 1 Year 4 Years 4 Years 10 Years 10 Years - 6 - File for Permit and Submit Plans to Required Building Action Building Official By Owner Type Within Commence Canstruction Within Complete Constxuction Within C. If Wall Anchors Ar2 Not Installed, Then Make Structural Alterations: Type z 270 Days Type II 270 Days Type III 1000 Days (2 yrs 9 mas) Type IV 1365 Days (3 yrs 9 mos) 1 Year 1 Year 3 Years 4 Yea7rs 2 Years 2 Years 4 Years 5 Yea~s Such plans shall be prepared by a State licensed architact 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 construc~.ion within ~he time limits set forth above. That portian af the plan check and building permit fees that are allocable to structural alteration of ~.he lauilding that is necessary for compliance with the Seismic Retrafitting Code shall be waived by the Building Official. An awner electing to insta~l wall anchars pursuant to the Seismic Re~rofi~ting Code is also - 7 - required to structurally alter the building to make it fully comply with the Seismic Retrofitting Code within the time limits set forth herein. Division 5.00. Historxcal Buildings. Buildings designated as histarical~y or architecturally significant landmarks on nat~onal, state or loca~ historical registers shall comply with the Seismic Retrofitting Code. At the Building Official's discretion, mod~ficatians to the retrofitting standards set forth in the Seismic Retrofitting Cade may be made so long as such modifications are consistenti with the provisions af the State Historic Building Code. Division 5.00. Demolition. An owner desiring to demalish a building must nevertheless comply with the pravisions of this Code unless such owner receives permission to demolish the building prior to the time limits set forth in Di~isian 4.00 herein for the filing of a permit and the submitting of plans ta 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 Cade including but not Iimited to those requireme~ts set forth in Sectian 9048.1 of this Code before such a demolition shall be permitted. Nothing in this Sectian or in the Seismic Retrofitting Code shall be deemed ta relieve a building owner of ineeting the requiremants for - 8 - demoliti~n of a building impased by any other applicab~e law or regulation. Division 7.00. Appeal of Initial Determination. Th~ own~r of any building ~ay appeal the Building Official's initial determination that the building is within the scope of this Code to the Building and Safety Cammission as the Board of Appeals established by Section 204 of the Uniform Administrative COd~r as am~nd~d and adopted at Section 8101 of this Code. Such appeal shall be filed with the Board w~thin sixty (60) days from the date the Seismic Retrafitting 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 madifications from any other determinations, orders, or actions by the Building 4fficial pursuant to this Section may be made in accardance with the procedures established in Sectians 105 and 106 of the Uniform Building Cade and Section 204 of the Uniform Administrative Code, as adopted by the City. Division 8.00. Enfarcement. If the awner in charge or cantral 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 - 9 - complied with. If compliance has not bean initiated within ninety (9D) 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 Unifarm Bui~ding Coda and in accordance with the Uniform Code for the Abatement af Dangerous Buildings, as adopted by the City; or, (~i} undertake and complete such structural altera~ion of the building as may be necessary in the sale judgment of the Building Official to cause the building to conform to the earthquake standards specified in the Seismic Retrafitting Code, and to cause a lien far 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 gov~rning demolitions. Division 9.00. Appeal Based on Severe Financial H~rdship. The owner af any buildzng may appeal an the basis of severe financial hardship fram compliance with this Code. Such appeal shall be filed with the City's Chief ~inancial Officer no later than one hundred twenty (120) days prior to the deadline set farth in Division 4.00 of this Code for the filing for a permit with the City Building Official. Any such appeal shall be decided by the - 10 - Chief ~inancial Officer no later than ninety (90) days after filing and the grounds thereaf shal~ be stated clearly and concisely, The burden shal~ be an 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 shal~ clearly demonstrate that compliance with this Cade shall result in severe financial hardship. Such documentary evidence may include, but shall not be ~imited 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 4fficer deems necessary or desirable in evaluating the owner's claim of hardship. The failure of the owner to pro~ide any financial document or information requested by the Chief Financial Officer shall result in denial of the appeal. In any case where a building ~s 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. - l~ - SECTION 3. Section 8~09.9 of the Santa Monica Municipal Code is amended to read as fallows: SECTION 8109.9. Application. (a) Any vialation of the Uniform Codes (contained in Sections 8101 thraugh 8108 and in Sect~on 8112 of this Code) or lacal amendments thereto (contained in Section 8109.1 through 8109.8 of this Code) shall be a misdemeanor as provided for in Section 1200 of this Code. (b) The amendments to the Unifarm Cades and local amendments ~hereto shall not in any manner affect the prosecution for vialations thereof, which violations were committed prior to the effective date of the ordinance adopting the Section and shall not affect any prosecution or action which may be pending in any court for the vialation of any of the provisions thereof. As to any such violation or as to any such prosecution or pend~ng prosecution or action, the uniform Codes and local amendments thereto in effect prior to the adaption of the ordinance adopting this Sectian shall be deemed to cantinue and be in full force and effect. (c) The provisions of the amendments to the Uniform Codes and local amendments thereta, insofar as they are substantially the same as the provisions in effect prior to the adoption of the ardinanca adopting this Section shall be construed as - 12 - restatements and continuations and not as new enactments. (d) The provisions of Sections 8149.1 thraugh 8109.7 are adopted pursuant to Article XI, Section 7 of the California Constitution in addition to the authority contained in the Health and Safetp Code and are adopted to protect the public health, safety, and welfare af the City. (e) The preamble to the ordinance adopting this Section should b~ cansulted for further findings, background, and leg~slative history. SECTION 4. Any provisions of the Santa Monica Municipal Code or appendices thereto inconsistent with the provisians af this Ordinance, to the extent of such inconsistencies and no further, are hereby repealed or modified to that extent necessary to affect the provisions of this Ordinance. SECTION 5. If any s~cti~n, subsection, sentence, clause, or phrase of this Ordinance is for any reason he~d to be invalid or unconstitutional by a decision af any caurt df any competent jurisdiction, such decision shall not affect the validity of the remaining portions of this Ordinance. The City Council hereby dec~ares that it would have passed this Ordinance, and each and eve~y section, subsection, s~ntence, clause, ar phrase not declared invalid or unconstitutional withaut regard to whether any portion of the Ordinance would be subsequently declared invalid or unconstitutional. - 13 - SECTION 6. The Mayar shall sign and the City C~erk shall attest to the passage of this Ordinance. The City Clerk shall cause the same ta be published once in the affica.al newspaper within 15 days after its adoptian. This Ordinance shall become effective after 30 days from its adoptian. APPROVED AS TQ FORM: ~~ J'~05 H ]~AWR~NC~ ~ ;Ac ng City Attorn~y - 14 - A~'ACI~MEN~' B ~~~~~~? C2TY OF SANTA M4N~CA: LUTM - BU~LDING & SAFETY DIVISTON ~ '~ April 15, 1992 LIST OF CITY'S URM BUILDINGS per State "~ccupancy R~sk Ca~egories" USE "Key": (C) - Commercial, (M) - Mixed, (R) - Resi.dential, (PA) - ~ublic Assembly STRUCTURAL "Key": (C) - Excessive Hazard, (B) - High Nazard, (A) -- In~ermedlat~ Hazarci Street Address Floor Area Height Age Use Haz Remarks City (*denotes c~rner buildinc~) (Sq.Ft.) (Story) 19T Code Code ~~ SUMMARY 4/15/92 N~ Ar~~ I "High Risk" (over 100 Occupan~s) 25 581,20U (5G~) ( 4P- 73,900sf)* ~I "Special Risk" (Assembly [1se) 3 19,000 ( 2~) ( 1P- 3,Oa0sf)* II "Medium Risk" (20 to 100 Occupants) 76 420,2D0 (40~} (20P-1a7,600sf)* IIZ "LOW R1Sk" (lESS 20 occupants) 20 22L900 ( 2~} ( 2P-- 2~9005f)* Total 124 1,093~300 Sq.ft. (2?P--187,40asf) "Remarks" LEGEND: P= Permit Issued/Filed for full Rehab work FC*PG = Full Gompliance Plan Check ~i~ed FC*NW = Full Compliance-Permit Issued-No Work done 0~ = Rated as no seismic resistance building by structural engine~r in Ord 1489 Report X~ = n n}~ o C~~'dVlt.~7 (CJ} Se1SftIlC ~t n n ~+ u ~~ ~ ~r n (x~} = Rated by staff -- owners filed plans/permit for compliance in r~.sponse Ord 1489 NOTE5 l: Gravity Compar~sons for California seismic desi n standards are as follows: a) 3-4~ g= Minimum 1933 Califoria "Ril.ey Act" statewide standard. b) 6-9~ g= Revised 1940 statewide minimum standard. c) 13+~ g= 196D Uniform Code standard adapted by state/cities. d) 1$+$ g= 1976 Unifo~m Code standard adopted by state/cities. 2: URM "re~ro£it" rehab design standards generally =(2/3) current code level ~ about 10%g ~~ for any [IRM rehabs dane prior 1976 USC adoptians [circa 1980} and 13~g af~er 76 adoption. ~ However this 3~ differential is minimal & insic~nificant for the URM public safety issue ~~-x compared to the initial 0--10~ ~nitial analyis and correctian. Any type of buildings buil~ `-~ as r~ 1980 URM rehabs. Howev~r to da~e EQ ~; prior (1960) are about the same status (~g) p damage results/ex~e~ience have not g~nerated any significant public safety effort/demanci ~.o correc~ this minor (14-13$) URM cade discrepanGy or o~her pre 1960 buildings. WR:lwk:urm . C~TY OF SANTA MQNICA: ~UTM - B~ILU~NG & SAFETY DIVISION V ~ April 15, 1992 LIST OF CITY'S URM BU~I~bINGS per State "Occupancy Risk Ca~egaries" USE "Key": (C) - Commercial, (M) - Mixed, (R) - Res~dential, (PA) - Public Assembly STRUCTURAL "Key": (C) - Excessive Hazard, (B) - High Fiazard, (A) - In~ermediate Hazard Street Address Floor Area Heiqht Age Use Haz Remarks City (*denotes corner building} (Sq.Ft.) (Story) 19_ Code Code ID BUMMARY (4/15/92} A} Na Area--- ~total Permits I "High Risk" (over 100 accupan~.s) 25 581,200 (56~) ( 4P- 73,900sf)* II "Special Risk" (Assembly Use) 3 19,(}OQ ( 2~) ( 1P- 3,OOOsf)* II "Medium Risk" (20 ta ~00 Occupants) 75 42a,200 (40~} (20P-107,600sf)* ITI "Low Risk" (less 2Q Occupants) 20 22,900 { 2~) ( 2P~ 2,900sf~* Total -------~-~~'~^------ 123 1,0~43,300 sq.ft. (27P-187,40D sq ft) B~ ~ I "High Risk" ------------Y----------------25 total = 21 C O~g; 4@ 1-3~g; D( 4-7~g II "Special Risk"-----------------------------3 " = 1@ 0%g; Z@ 1--3~g- Q C 4-7~g II "Medzum Rlsk"----------------~-_~.____-------7b " = 52 @ O~g- 20 @ 1-3~g; 4~ 4-7~g TII "Low Risk"--------------------------------20 " _~4 @ 0%g; 4@ 1-3~g; Z@ 4-7~g Tota].------------------------ 124 " = 88 @ 0~; 3~ @ 1-3~; 6 C 4-7~ C) I ~~High Risk"_-_---~-----------25 = 505,500sf @ O~g; 75,6oosf @ i-3~g; asf @ 4-7~g II "Special Risk"- --~-----------3 = 3,OOOsf @ 0%g; 16,OOOsf @ 1.-3~g; Osf C 4-7~g II "Medium Risk"----------~------76 = 278,900sf ~ O~g; 121,500sf @ 1-3~g; 19,800sf @ 4--7gg III "LoW RiSk"-----------^--------20 = 17,700sf @ O~g; 4,OOOs~ ~ 1-3~g; 1,200sf @ 4-7~g Totsl (a.24) & 1,Q43,300 scj ~~ = 805i20~sf @ 0~~~ 217~100Sf ~ 1-3°6gi 21~OOOsf ~ 4-7%g (~ af total URM's) (77~) (21~) ( 2~) -7 7 r f ~ CITY OF SANTA MONICA: LUTM - BUILDII3G & 5AFETY DIViSION Aprxl 15, 1992 LIST OF CITY'S URM BUILDINGS per State "Occupancy Risk Categories" USE "Key": (C) - Commercial, (M) - Mixed, (R) - Residential, (PA) - Public Ass~mbly STRUCTURAL "Key": (C) - Excessive Hazard, (B) - High Hazard, (A) - In~ermedia~e Hazard Street Address Flaor Area He~ght Age Use Haz Remarks (*denotes corner building} (Sq.F't.) (5tory) 19_ Code Code I - "HIGH RISK~~ CATEGORY City ID OVER 100 OCCUPANTS 420-24 Broadway----------------*p* 10,900 1 24 C C FC*PC-(0~} 12 2002-12 Main*150 Bay 11,700 1 23 C B Baulang 0~ partial 32 1351-Ocean Frant-----------~---*P* 14,400 3 24 C B FC*NW 1/92-(l~) 86 1941-07 Ocean Fr.*1910 Ocean 75,000 5 25 R A Pri~iken Ctr 0~ 90 1915-31 Olympic Blvd 12,000 1 27 C B Lin Appl 0~ 94 101-17 SM I31vd*1355 Ocean 27,100 2 25 M C 0~ Bellvue Rest 105 220-24 SM BIVd*1404 2nd St. 14,000 2 26 C C 0~ 111 402-04 SM Blvd*1407 4~h St. 28,600 4 24 C C Henshey's 0°~ 115 446-16 SM Blvd 12,000 2 21 C B " 0~ 11G 403-15 SM B~vd*1355 4th St. 25,8D0 2 29 C ~ C 0~ 117 5b2-16 SM Blvd*1401 5~h St. 27,OOd 3 24 C C 0~ 119 720-34 SM Blvd*140b Lincoln 11,000 2 24 C C FC*PC (0~) 127 1127 SM Bl.vd 23,300 1 25 C C CS Dodge 0~ 131 1221-29 SM Blvd*1350 Euclid 20,700 I 24 C C Lin-Mer 0~ 132 150i-15 SM Blvd*1347 15tti St. 19,600 1 28 C C 0~ 137 205 Washington*955 2nd st 54,000 5 28 R A 5overeign Hotel*0~ 171 402-~4 Wilshire B3.vd 3.2,000 2 26 C B *2.5~ added 8fi 248 1217 Wilshire Blvd------------*P* 10,500 1 29 C C FC*PC-(p~) 159 ~347-41 3X'd S~. 22~500 3 25 C B 0% 194 1343-49 3xd St. 11,400 1+ 26 C B 0~ 1~~ c~ C.;:) G~ ~,. ~.: ~ CITY OF SANTA MONICA: LUTM - BUILDING & SAFETY DIVISION ~ April 15~ 1992 LIST OF CITY'S URM BUILDINGS per State "Occupancy Risk Categories" USE "Key": (C) - Commercial, (M) -~ Mixed, (R) ~ Residential, (PA) - Public Assembly STRUCTURAL "Key": (C) - Excessive Hazard, (B) - High Hazard, (A) - In~exmedia~e Hazard Street Address Floor Area Height Age Use Haz Remarks City (*denotes corner bui.ldinq~ (Sq.Ft.) (Story) 19~ Code Code ID 827 4th St. 30,600 4 29 R A E1 Cartez Apts 0~ 219 1341-49 4th St. 21,100 2 23 M C 0~ 225 1410-34 4th St 36,80d 2 29 C S Central Tower ~g 226 1447-57 4th St.-L~do Apts-----*P* 38,100 4 31 M A FC/NW 1/92-(2~) 231 15d5 4th*4oo-a~ Broadway 11,100 3 27 C C *1~ 232 subtotai 2-~~High Risk~~ (25) 5si,zoa sq ft -~-- -( sq ~t) SUMMARY-HIGH RISK URM's (4/15/92) 19 rated Og seismic resistance by owners structural eng~neer 2 rated 1-3~ " " ; 0 rated 4-7$ " " 4 current permit/work s~atus--rated by SE/staff as follows: {2 @ 0~; 2 @ 2~ ]. Thus: total is 21 @ 0~; 4~ 1-3~; 0@ 4--7~ ' , II SPECIAL ~~MEDIUM RISR~" CATEGQRY for PUBLIC ASSEMBLY (Buildinqs used less than 2o hours per waek) 605 Arizona 10,000+ 1+ 24 PA S lst Church *2.2~ 2 1130 Lincoln --city owned 6,000 1+ 28 PA B Miles Playhouse *1% 24 214 SM Blvd-----------~------*P* 3,000 1+ 17 PA B Mayfair The *0~ 110 Subt otal II-Special ~~Mediu~n~~ (3) 19,A~0 sq ft --(1P- 3,000 sq ft) SUMMARY-SPECTAL RISK URM's (4/15/92) 1 @ 0~ ~ 2 @ 1-3~ ~--- _------------------------------ ------ -----._._.__ _ ----------- _--_-------- ---- ------- ----- ----- _~._....____ ---------- ' ----------------------------------------- ~.:~--- -------------------__....___ c_ , C.~ t CZTY OF SANTA MONICA: LUTM - EUILDING & SAFETY DIVYSION ~ ~ ' ~ April 15, 1992 LTST OF CITY'S URM BUILDINGS per State "Occupancy Risk Catego~ies" USE "Key": (C) - Commercial, (M) - M1.xed, (R) - Residential, (PA) ~ Public Assembly STRUCTURP.L "Key": (C} - Excessive Hazard, (B} - High Hazard, (A) ~ Int~rmediate Hazard Street Address Floor Area Height Age Use Ha~ Remarks City (*denates corner building) (Sq.Ft.} (Story) 19_ Gode C~de ID II-~~MEDIUM RISR~~ CATEGORY (20 ta 10~ occupants~ 202-Ob BiCknell 9800 3 24 M B 0% 3 208-10 Bicknel~ 1600 1 23 R A 0~ 4 101-17 Broadway*1415 Ocean---*P* 9900 2 NR M B *1.3~ W&S Rest 5 408-16 Broadway-~w~-----------*P* 7600 1 24 C C FC*PC (1~) 11 724-28 Colorado 5100 2 25 M C f3~ vaaant 20 1525 Euclid 9200 1 28 C A LA Co owned *(2~) 21 1448-50 Lincoln--------------*P* 7100 1 23 C B FC/NW 1/92 (7.~) 25 1452-54 Lincaln 7200 1 23 C e 0~ 27 1900-16 Lincvln*710 Pico 3200 1 27 C A 0~--~ifiigation 30 2001-11 Main*202 Bay 5800 1 22 C ~ B 0~ 33 2411-13 Main 4300 1 23 C C 0~ 38 2518 Main -------------------*P* 2400 2 30 R A FC/NW 1/92 (2~) 40 ~ 2701-07 Main*202 Hi].~. 3700 1 22 C B 0~ 45 2712-14 M~].lt 180fl 1 24 C C 0~ 51 2716 Main 3600 1 27 C C 0~ 53 2724-~30 Main 2500 1 25 C C 0% 54 2804-08 Main 7900 3 33 M A 0~ 58 2900-10 Main 4000 1-2 29 C C 0~ 62 2934-3b Main******************P* 5600 1+ 28 C B 0~ (R Barnard Bldg) 68* 2941 Main 4000 2 11 C B *3~ 69 724-32 Montana*802 Linc~ln 8700 1-2 22 M B 0~ 74 1313 Montana-----------------*P* 3900 1 34 C B FC/NW 1/92 (1~) 77 ~ 23a5 Ocean Park 2500 1 3~ C B *5~ 91 ~ ~~7 302-08 Pico*1907 Main C,4Dd 1 25 C C 0$ 96 ~w; 400-10 PiCO*1800 4th 60~0 2 NR C B 0~ added E38 251 ~ CITY OF SANTA MONICA: LUTM - BUILDING & SAFETY DIVISION (~ April 15, Z992 ' LIST O~ CITY'S URM BUILDINGS per State "Occupancy Risk Categories" USE "Key": (C) - Commercial, (M) - Mixed, (R) - Residential, (PA) - Public Assembly STRUCTURAL "Key": (C) - Excessive Hazard, {B) - High Hazard, (A) - Intermed~ate Hazard Street Address (*denotes corner building) ~loor Area (Sq.Ft.) Height (Story) Age 19~ Use Code Haz Remarks Cade C~ty ID 9~1-03 Pico--------~-~------*P* 3000 1 29 C B FC/NW 1/92 (1~) 100 1011 Pico___________________*p* 2400 1 23 C B FC/NW 1/92 (1$) 101 2828 Pico Blvd--------------*P* 5300 2 21 C B FC*PC (1~} 245 3225 Pica Blvd 30~0 1 23 C B 0~ 246 206-10 SM Blvd 870~ 1 10 C B 0~ 109 312-1& SM Blvd 320D 1 24 C S 0~ 113 420-30 SM Blvd*1402 5th-----*P* 7000 1 22 C B 0~ 118 524-32 SM Blvd 9600 1+ 25 C C *2.7~ Pep Boys 121 717-2~ SM Blvd--~-----~--_-_*p* g600 2 24 C B FC*PC (1~) 126 1300-04 SM Bivd 4300 1f 32 C C D~ 133 1312 SM Blvd 41~0 1 24 C C D~ 134 1623-31 SM Slvd 6000 1 24 C C *3.9~ Kramer 138 2300-06 SM Blvd 720D 1 24 C ~ C 0~ l~l 2630-34 SM Blvd*1402 Princeton 2300 2 26 M C 0~ 143 2901-03 SM B~vd*1355 Yale 3600 1 26 C C 0~ 144 ~ 2917-19 SM Blvd 4500 2 23 C B 0~ 145 2530 San Vicent~ Blvd 5700 1 27 C S 0~ 147 815-27 Wilshire 6400 3 2& M B 0~-Frame upper 153 822-26 Wilshire--------------*P* 2800 1 32 C C FC/NW 1/92 (0~) 154 900-12 Wilshire*~205 9th 7000 ~ 28 C C 0~ 155 ~ ~ ~ c:~? u;,;.x C. G'. ~ CITY OF SANTA MONICA: LUTM - SUILDING & SAF~TY DIVISIQN • April 15, 1992 L~ST OF CTTY'S URM BUILDINGS per State "Occupancy Risk Categories" USE "Key": (C) - Commercial, (M) - Mixed, (R) - Residen~ial, (PA) - Public Assembly STRUCTURAL "Key": (C} R Excessive Hazard, (B) - High Hazard, (A} - Intermediate Hazard ~ Street Address Floar Area Height Age Use Haz R emarks City (*denotes corner building) (Sq.F~.) (Story) 19~_ Code Code ID 1505 Wilshi~e*1155 15th 6700 1W2 32 C A 0~ 163 1529 Wilshire 4340 1 30 C B *6.5% 164 I4I8-20 2nd St. 4000 2 22 C C 0~ 177 1446-50 2nd St.--------------*p* 6800 1 21 C B FG*PC (1~) 180 1524 2nd St. ------~----------*P* 4640 1 ~9 C B FC/NW 1/92 (1~) 185 1325-29 3rd St. Mall---------*P* 3400 1 24 C B FC/NW 1./92 (1~} 1.92 1331-35 3rd St. Mall---------*P* 7500 2 24 C A FC/NW 1/92 (2~) 193 1340-42 3rd St. Mall 8600 1+ 32 C A 0~ 195 1348-50 3rd St. Ma11 2400 1~ 12 C B 0~-par tial 78 197 1354-56 3rd St. Mall 3300 1 29 C B 0~ 199 1409 3rd St. Mall 6200 2 28 C ~ C Q~ 201 1411-13 3rd St. Mall 700Q 1 22 C B a~ 203 14~b 3rd 5t. Mall------------*P* 760Q 2 23 C B FC/NW 1/92 {1~) 2d4 1418 3rd St. Mall------------*P* 4900 1~ 26 C B FC/NW 1/92 (1~) 206 ~ 1424 3rd St. -~---------------*P* 3800 1 NR C B FC/NW ~/92 (l~) 208 1432-34 3rd St. Mall 30DQ 1 23 C~ B 0~ 213 1436-40 3rd St. Mall 7200 1 23 C B 0~ 214 1437-39 3rd St. Mall 7500 ~ 22 C B 0~ 215 1444 3rd St. Ma1I--~---------*P* 3400 1+ 08 C B 0~ 216 1452-54 3rd St. Mall 8000 2 25 M B Og 217 908 4th St. 6200 2 23 R A 0~-res t ho me 220 1335-39 4th St. 6500 2 23 R A 0~ 222 1344 4th St 7500 1+ 27 C B 0~ 224 ~:~ 1433-35 4th St. 50Q0 1 25 C C 0~ 228 ~~~ 1437-39 ~thSt. 7204 1 27 C B 0$ 22g <;;,~ ~ ~ CITY OF SANTA MONICA: LUTM - BUILDING & SAFETY DIVZSZON / ' ' April 15, 19 92 LIST OF CITY'S URM BUILDINGS per State "Occupancy Ri sk Categ ories" USE "Key": (C) - Commercial, (M) - Mixed, (R} - Res identia~, (PA) - Publio Assembly STRUCTURAL "Key": (G) - ExceSSive Hazard, {B} - fiigh Hazard, (A) - In~ermedla~e Hazard Street Address Floor Area Height Age Use Haz Remar3ss City (*d~notes cvrner building) {Sq.Ft.) (Stozy) 19~_ Cade Code ID 1511-15 4th 9900 2 27 C A *1•°s 233 1541 4th St. 50~0 1 25 C C 0~ 234 1326-30 5th 60(30 2 22 M B 0~ 238 1332-35 5th 8700 2 27 C B 0% 239 1453 14th (rear-buildings) 2500 ~. 25 C B 0~ 294 1443 15th 7000 2 30 C B added 89 *4~ 249 Subtotal iT ~~Medium Risk~~ (76) ~20,20o sq ft -----(P-- sq ft) SUMMARY -- MEDIUM RISK URM's (4/15/92) 48 rated O~S seismic resistarice by owners structural engineer 4 rated 1-~ 3~ ~~ ° ~~ ~~ r~ +r 4 rated 4-7~ ~~ ~~ '~ ° ~~ ,+r 20 current pexmit/work status--ra~.ed by SE / s~aff as fflllows: [4 @ ~~; lb @ 1-3~; ~@ 4-7~~ thus total is 52 @ 0~; 20 ~ 1-3~; 4@ 4-7~. ~ f.~5 l~~ ) ~~ C..~+ CITY OF SAPITA MONICA: LUTM - BUILDING & SAFETY DIVISION April 15, 1992 LIST OF CITY'S UFtM BUILDINGS per State "Occupancy Risk Categories" USE "Key": (C) - Commercial, (M) - Mixed~ (R) - Residential, (PA) - Public Assembly STRUCTURAL "Key": (C) - Excessive Hazard, (B) - High Hazard, (A) -- Intermediate Hazard Street Address Floor Area Heiqht Age Use Haz Remarks City (*d~notes carner building) (~q.Ft.) {Story} 19~ Code Code ID III-~~LOW RISR'~ CATEGORY (less than 20 occupants per buildinc~) 1409 Broadway*1453 1~th St. 900 1 25 C B U~ 14 1827 Broadway 800 1 30 C B 0~ 15 210 Hill St. 800 1 NR C C 0~ 23 1822--24 Linco~n 2n00 1 25 C B 0~ 29 2323 Lincoln 800 1 NR C B added 89 (l~) 252 2403 Main 13D0 1 21 C C 0~ 36 2708 Main 1300 1 27 C B 0~ 47 2710 Main 1400 1 29 C C 0~ 49 280~ Main 600 1 26 C C 0~ 56 28D3 Main -------------------*P* 1000 1 31 C C 0$-demo filed 57 28Q7 Main 500 1 NR C ~ B *7~ - Wildflour 59 2905 Main 160D 1 NR C C 0~ 63 2914 Main 1'10D 1 NR C C 0$ 65 1341 Ocean Ave 400 1 25 C C *2$ 84 ~ 1611 Ocean Frant ------~--------* P* 1900 1 17 C B FC*PC ( l~ ) g$ 2121 Pico------aity awned 900 1 NR C B City Owned (1~} 253 1002 SM Blvd 2400 2 22 C B 0~ 129 120-22 Wilshire 300 1 31 C C 0~ 149 2406-08 Wilshir~ 1600 1 33 C B 0~ 169 ~127 2nd St. 700 ~ 23 C B *4~ 172 Subtotal "LoW Risk~~ (20) 22,900 sq f~ ----- -( 2P- 2,900 sq ft ) SUMMARY---IAW RISK (4/15/92) ; I4 rated d$ seismic resistance by owners SE C:7 1 e 1-3$i 2~ 4-7~ ~~ r~ ~~ ~-3 3 work status/etc-rated 1~ by staff. Tota1 is 14 @ p~; 4@1-3$; 2@ 4--7g. ~ ~ _ . .~ -----------~....________~._ _.....~______.~ -------=____----- ------------------------- C~------------- ---------- ~ ~ (~ , i A ~'A CHME~T~' C ,~ ~ ~, 1~Yr~w =~ .~ ~,,.~ ~ ±'r ~ ~ RESOLUTION NO. (City Cauncil Series) A RESOLUTION OF THE CITY COUNCYL OF THE CITY OF SANTA MONICA DECLARING ITS INTENTION TO AMEND THE C~TY OF SANTA MONICA COMPREHENSIVE LAND USE AND ZONING ORDINANCE AND DIRECTING THE PLANNING COMMISSZON TO INITIATE AN AMENDMENT THE CITSE COUI~CIL OF 2`HE CITY ~F SANTA MdNZCA DOES RESOLVE AS FOLLOWS: Sec'tion 1. Pursuant ta the Santa Monica MunicipaJ. Code Section 9120.2, the City CounciZ does hereby annaunce its intention to initiate an amendment to the City of Santa Monica Comprahensive Land Use and Zaning Ordinance to permit the replacament af a building that has been stucturally upgraded in compliance with the Seismic Retrofitting Code and that is subsequently damaged or destroyed by an earthquake so long as the building as rQbuilt wi11 meet certain specified criteria and directs the Planning Commission to consider such an amendment to the City's Zoning Ordinance. Section ~. The City Clerk shaZl c~rtify ta the adoption of this Resolutian, and thenceforth and thereaftar the same shall be in full force and effect. APPROVED AS TO FORM: ~~~ ~,,,~ ~ - ~ ROBERT M. MYERS City Attorney ~j~l~ ^-~ v J ~' ~) ~ ~ ~ .~ ~ +.a (' r l4rt~ ' ' e~ / ~ - ATTACHMENT A Section 9080.2 (f) is recommended to read: (f) Rebuilding. A nonconforming building which is damaged or destroyed to an extent af ane half or more of its rep~acEment cost immediately prior to such damage may not be restored to its nonconforming condition but ~ust be made to conform to the provisions of this Chapter. A d~signated landmark structure or historically significant building identified in the H.istoric Resources Survey or Mal~ Design Guidelines which is damaged or destroyed may }ae rebuilt if the building is rebuilt to its or3ginal state. An unreinforced masonry buil.ding that has been structurally upgrad~d in campliance with and as a conseq~zence of the ilnreinforced Masonry Ordinance, and that is damaged or destr~yed as a result of an earthquake may be rebuilt if the building is ~ebuilt to the square footage, site orientation, and height and setbacks that existed prior to the damage or destruction. As part of the Planning Commission revieca process, a time limit on the right to rebui~d shall be deveiaped. This time ~imit shall be linked ta the cost of the structural upgrade amortized over a period of time. w/resluzo ~ „ ~..~ `~ ~ A~'TAC~MEI~~' D G`~r~ ) 4 BEFORE DISTRIBUTION CHECK CONTENT OF ALL FOR CITY CLERK'S A~TION DISTRIBUTION OF RESOLUT~ON # ~ ~ ~ ~ ORDrNANCE # , Counc~l M~eting Date g~~q?/9.~ Intrpduced: Agenda Item # ~6-~ ~ ~~ Was it amended? (I 7~ ~ VOTE: Affirmative: ~~~,~~ ~c„s~.~ Negative: Abstain: Adopted: ALWAYS PUBLISH ADpPTED ORD~NANCE Crass out A~~orney's appraval ~-c'~.-~-~.~, ~~~~~ ~ ~~~.,,~~ , ~ Absent : ~x.~ PRQOF VOTES WITH ANOTHER PERSON BE~'ORE ANYTHING DISTRIBUTION: ORYGINAL ta be signed, sealed and filed in Vault. NEWSPAPER PUBLICATION (Date: ) Depar~ment originating S~aff report( ) Ordinance only for Attorney (ClaudYa Th~mpson) 1 City Manage~ Lynne Barrette QRDINANCES ONLY 1 Agency mentioned in document or staff report ~ (certified?) Sub~ect file (agenda packet) ~ Count~r file 1 Others: (Review for departments who need ta know) A~rpart Parking Auth. Auditorium Persannel Building Dept. Planning 1 C/ED Police Finance Purchasing General Serv. CARS Engineering City Yards Library Transportation Manager Treasu~er FiXe Water SEND FOUR CQP~ES OF ALL ORDINANCES TO: Debra Myrick Santa Monica Municipal Court ~ 1725 Main Street, Raom 118 Santa Manica, CA 90401 SEND ONE COPY OF ALL ORDINANCES TO: Donna Christensen Book Publishing Co. 2~1 Westlake Avenue NoXth ~ 5ea~tle, WA 96109-5293 Total Copies ~ RESOLUTI~N NO. 8479(CCS) (City Council Series) A RESOLUTIdN OF THE CITY COUNCIL aF THE CITY OF SANTA M~NICA CERTIFYING THE FINAL ENVIRONMENTAL IMPACT REPORT FOR THE PROP~SED UNREINFORCED MAS~NRY ORDINANCE 6~THEREAS, a Notice of Preparatian of an Envzronmental Impact Report was issued in April, 1990; and WHEREAS, a Notice of Campletian of a Draft Enviranmental Impact Report as published in April 199~, i.n campliance with the California Environmental Qc~alit~ AcL and the City of Santa Monica CEQA Guidelines; and WHEREAS, in June 1991, the Final Environmental Impact Report was published; and WHEREAS, on July J.4, ].992, the City CounciZ, as ~he lead agency, reviewed the Fi.nal ~nvironmental Impact Report, NOW~ IHEREF~RE, THE CITY COLINCIL OF THE CTTY OF SANTA MONICA DOES HERESY RESdLVE AS FOI~LOWS: sECTZOx 1. `I'he City Caunci}. has reviewed and considered the Final Enviranmental Impact Report on the Proposed Unreinforced Masonry Ordinance. SECTION 2. The City Cauncil certifies that the environmental reviaw far the projact was conducted in fu~l compliance with State and City CEQA Guidelines, that there was adequate public review of the Draft Environmenta]. Impact Report, that it has - 1 - „- ~ „ f,~ t~ ~1 ~ ~~ r' considered ai~ comments on the Draft Enviranmental Impact Report and responses to comm~nts, that the Final Environmental Impact Report adequately discuss a11 significant environmentaZ issues, and that the City Council ha~ considered the cont~nts of the Final Env~ronmental Impact Repart and Addendum in its decision-making process. SECTIaN 3. The City Clerk shall certify to the adoption af this Resolution, and thenceforth and thereafter the same shall be in full force and effect. APPROVED AS TO FORM: ~, ROBERT M. MYERS Ci~y Attorney w/resurm - 2 - ~ ~..,,~ ~ Adopted and approved this 22nd day of Saptember, 1992. P~ o ~/ ~ Mayor I hereby certify that the ~oregaing Reso~ution No. 8479(CCS) was duly adapted by the City Counca.l of the City af Santa Monica at a meeting there~f held on Septemhar 22, 1992 by the foZla~+ring Cauncil vote: Ayes: Noes: Counci~members: Abdo, Genser, Holbrook, Olsen, Vazquez, Zane Councilmembers: None Abstain; Councilmembers: None Absent: Councilmemb~rs: Kat~ ATTEST: ~.~/~l.rl~. ~i[yG~ `- - - ~ City Clerk ~ . ,,,,,~,~, - RESOLUTI~N N4. 8480(CCS] (City Council Series} A RESOLUTIDN OF THE CITY COUNCIL OF THE CITY OF SANTA MONICA DECLP.RZNG ~TS INTENT~ON TO AMEND THE C~TY OF SANTA M4NICA COMPREHENSIVE LAND USE AND Z4NING ORDINANCE .AND D~RECTING THE PLANNING C~MMISSION TO INITIATE AN AMENDMENT THE CITY ~OUNC~L ~F THE CITY OF SANTA MONICA DOES RESOLVE AS FOLLOWS: Sect~.on 1. Pursuant to the Santa Manica Municipal Code Section 9.04.20.16.020, the City Council does hereby announce its intentian to initiate an amendment to the City of Santa Moni~a Comprehensive Land Use and Zaning Ord~nance ta permit the one for ane replaoement of a building destrayed by a catastrophic event as 3ong as th~ b~ilding is in compliance with the retrofitting ordinance ~or unreinfarced masonry buildings. The City Council directs the P~anning Commission to consider such an amendment to the City~s Zaning Ordinance. Section 2. The City Clerk shall certify to the adaption of this Resalution, and thenceforth and theraafter the same shall be a.n full farce and effect. APPROVED AS TO FORM: a ph Lawrence City Attorney