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Home My WebLink AboutORD 24-043ORDINANCE NO. 24-043 ENTITLED AN ORDINANCE DECLARING THE STRUCTURE LOCATED AT 328- 338 BOWIE AND 486-498 PEARL STREET, ALSO KNOWN AS "THE GILBERT BUILDING," TO BE A PUBLIC NUISANCE AND ORDERING ITS DEMOLITION AND REMOVAL AS A CLEAR AND PRESENT IMMINENT DANGER TO PUBLIC SAFETY; PROVIDING FOR SEVERABILITY; PROVIDING FOR REPEAL; PROVIDING A PENALTY; AND PROVIDING AN EFFECTIVE DATE. WHEREAS, the structure at 328-338 Bowie and 486-498 Pearl Street, also known as "The Gilbert Building" in the City of Beaumont has been inspected by the Building Codes Division and found to be an unsafe structure as defined by the City of Beaumont's Code of Ordinances Chapter 24, Article 24.04 Unsafe Substandard Structures as well as Section 111.1.5(3) of the 2021 International Property Maintenance Code; and, WHEREAS, this structure was damaged by fire constituting a clear and present imminent danger to said property and the public safety; and, WHEREAS, a licensed engineer has determined the building is structurally unsound and should be demolished; and, WHEREAS, the City Council has granted an extension with the following conditions: 1. The exterior walls, roof and elevated floors shall be restored to their original structural capacity, as identified by a structural engineer registered in the State of Texas and completed within one hundred fifty (150) days, no later than January 10, 2025. The property owner shall obtain all applicable permits. Requests for extensions of time shall be reviewed by the City Council. 2. The property owner shall submit a restoration progress report to the Building Official every sixty (60) days to ensure substantial progression occurs until the building complies withal] codes and ordinances. The property owner shall appear before the City Council on the next available agenda after January 10, 2025, to report any findings or progress during restoration of the Gilbert Building and disclose intent to make all necessary repairs to comply with the 2021 International Property Maintenance Code, 3. The property owner shall render payment to the City of Beaumont, within ten (10) days of the date of this order, for reimbursement for the use of thirty-four (34) water wall barricades for 328 Bowie Street, the Gilbert Building, in the amount of $12,320.00. The property owner will pay all invoiced amounts for the continued use of said barricades; NOW, THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF BEAUMONT: THAT the statements and findings set out in the preamble to this ordinance are hereby, in all things, approved and adopted. Section 1. After a public hearing, the structure located at 328-338 Bowie and 486-498 Pearl Street, also known as "The Gilbert Building" is hereby found to be a public nuisance in that said building violates Chapter 24, Article 24,04 of the Code of Ordinances of the City of Beaumont and is for want of repairs, or by reason of age or dilapidated, decayed, unsafe or unsanitary condition, or otherwise unfit for human habitation, or otherwise likely to endanger the health, safety or general welfare of the citizens of the City. Section 2. In accordance with Chapter 24, Article 24.04 Unsafe Substandard Structures of the Code of Ordinances of Beaumont, Texas as well as Section 111.1,5(3) of the 2021 International Property Maintenance Code, it is hereby ordered that the owner or owners of the above -described building comply with the conditions of this ordinance. If the property owner(s) fails) to comply with any of the above conditions within the prescribe timefiame, Council orders that the property be demolished without further notification to the property owner(s) or City Council action and assess the expenses of such demolition as a lien on the property as allowed by Texas Local Government . Code, Section 214.0011(f), Section 3. That if any section, subsection, sentence, clause or phrase of this ordinance, or the application of same to a particular set of persons or circumstances should for any reason be held to be invalid, such invalidity shall not affect the remaining portions of this ordinance, and to such end the various portions and provisions of this ordinance are declared to be severable. Section 4. That all ordinances or parts of ordinances in conflict herewith are repealed to the extent of the conflict only. Section 5, That any person who violates any provision of this ordinance shall, upon conviction, be punished, as provided in Section 1.01.009 of the Code of Ordinances of Beaumont, Texas. Section 6. This ordinance shall become effective from and after its passage. The meeting at which this ordinance was approved was in all things conducted in strict compliance with the Texas Open Meetings Act, Texas Government Code, Chapter 551. PASSED BY THE CITY COUNCIL of the City of Beaumont this the 20th day of August, W#X1l Fittz & Shipman Ronald D. AM, P.E,, R,P,L.S. (1948-1987) Terry G. Shipman, P.E., Senior Consultant Bernardino D. Tristan, P.E., CEO June 7, 2024 Mr. Boyd Meier Building Official City of Beaumont P. O, Box 3827 Beaumont, TX 77704 RE: 328 Bowie Street Beaumont, Texas SITE VISIT: .tune 7, 2024 IF&S Staff Present: Terry C. Shipman Daniel Dotson Don Burrell ""via email" Dear Mr, Meier, ExWtVs+ a Consrrdtiug Engineers and Land Sin veyor.s Daniel A. Dotson, P.E., Presldent/rresurer Donald It, King, P.E., Vice-President/Secretary Mitch Brackin, R.P.L,S Project Number: 24001-0031 Per your authorization, we made a site visit to examine the structural condition of the Gilbert Building which caught fire yesterday, June 6, 2024, and continues to smolder. Type of Construction: The building was constructed In the early nineteen hundreds, around 1903. The building is four (4) stories in height. The exterior walls are solid double or triple withe masonry. The ground floor is concrete slab -on -grade. The foundation Is concrete but It Is not known the type of foundation support It has. The floor and roof framing is wood with wood beams (multiple widths of wood 2X's) spanning in the east west direction supporting wood floor joists and wood floor deck. The wood beams are supported by what appears to be cast iron columns extending from the ground floor to the upper levels. There Is a minimal amount of steel at the roof level supporting elevator equipment. Present Condition of the Building: The second floor and a portion of the third floor have collapsed onto the first floor (ground level). The roof is totally burned out and/or collapsed onto the fourth floor. At the time of our site visit the building is smoldering on the interior with resultant smoke. The interior of the building is completely destroyed. Most of the second floor has collapsed onto the first floor; • A portion of the third floor has collapsed onto the second floor; • The roof Is burned out and/or collapsed onto the fourth floor; 1405 Cornerstone Court - Beaumont, Texas 77706 • (409) 832-7238 - fax (409) 832-7303 Texas Board of Professional Engineers Firm No. 1160 • Texas Board of Professional Land Surveyors Firm No. 100186 11 Mr. Boyd Melerl311110ll19 Official STRUCTORAL ENGINEERING SERVICES .tune 7, 2024 32B Bowie Street, Beaumont 4uIIIs01't Building Page 2 Project No, 24001-0031 • The cast Iron columns have lost their lateral support at the second floor and at some areas of the third floor, Conclusions: Per the Beauniont Fire Department (BFD), the fire will smolder for days unless the debris is cleared out and spread out so water can yet to the smoldering embars. At the time of our site visit, the smoldering debris was throwing off a moderate amount of smoke with one pipe at Ilia roof level acting like a chimney. I cannot attest to methods of extinguishing the fire completely but I can attest to the fact It Is not safe to enter Ilia building. If the building were entered and debris was removed, It Is my Judgment the remaining areas of the floors and roof that have not collapsed will collapse during the debris removal thus endangering workers. Also, if the interior Is Completely gutted and (tie exterior walls left standing they will be unsupported for five levels (counting the roof level) and would thus become structurally unsound. They would have to be braced at each floor level either from the exterior, which would Interrupt street traffic, or from the Interior. If the wails are left in an kin braced condition, a strong wind event will likely cause, at a minlminn, a partlal collapse of one or more exterior walls. The bulldirig is unsafe structurally. The only portion of the building that can possible be saved is the exterior walls. Dice to the intense heat, the exterior walls likely did receive structural damage but that cannot be fully accessed without a closer Inspection which would have to occur after (he interior is gutted. Also, the cast iron columns have lost capacity not only from the loss of lateral support but also from Intense heat exposure, iiecommondatlons: The building should be demolislied, if the exterior walls are salvaged, a demolit€on plan should be prepared by a qualified professional to ensure the safe removal of the debris. The exterior walls will need to be Shored wilh the slier€ng plan designed by a structural engineer registered In the State of Texas, After (tie fire is fully extingUlshed, the streets can be reopened to traffic, The sidewalks adjacent to the building should remain closed. If you have any questions feel free to call. Sincerely, rittx & smpi nprn, Inc. by: Terry O. Shipman, P.L.; MAsce For tho Fling TGSP)II) Enid: �ci.{racier Unn i I Y ( L - 5141P917 MAN ` a.w�,. r 0, fiz,t+`,�''n��, i S1ONAt rittz,gShlpman, Inc. Mr. Boyd MelerBuilding Official June 7, 2024 Page 3 STRUCTURAL. ENGINEERING SERVICES 328 Bowie Street, Beaumont Guilbert Building Project No. 24001.0031 Photograph No.1 Gilbert Building 328 Bowie Street Beaumont, Texas Photograph No. 2 South Elevation roof collapsed Flttz&Shipman, Inc. Mr. Boyd MelerBuilding Official STRUCTURAL ENGINEERING SERVICES June 7, 2024 328 Howie Street, Beaumont Gullbert Building Page 4 Project No. 24001.0031 Photograph No. 3 East Elevation -- second floor collapsed Photograph No. 4 East Elevation — second floor collapsed FIM&Shipman, Inc. Mr. Boyd MelerBuilding Off ialal June 7, 2024 Page 5 STRUCTURAL ENGINEERING SERVICE'S 328 Bowie Street, Beaumont Guilbert Building Project No. 24001.4031 Photograph No. 5 View lhru third floor window, east elevation -- portion of third floor collapsed, cast iron columns without tateral support Photograph No. 6 View of roof from the northeast corner — roof collapsed, elevator equipment support damaged FIM&Shipman, Inc. Exhibi+ g Gilbert Building 328 Bowie Street Beaumont, Texas Field Survey Report Dec. # 242050 1 -00-EN-IRPT-002 AEPC Project No: 2420501 Prepred by Alliance Engineers &, Project COD3014"Its P, 11140,9 AWAVA- OMAR 1114LLIANCE MWO ISIMIRIf a 109011forcONS11MIN3 I Rev. DntC Descripfloll By I—Cheched J_ Approved 0 1 July 25, 2024 Issued for Reference CG, CS, Rr I RIT I . .. ...... . .. RIF , AF Project It: 2420501 Dnc. !1 2420501-O0-CN-1RP1%OO2 Rev, 10 RELIANCE Project Gilbert Building Study Completed By: CG, CS, RF Date: 07/24/24 �rrxs»+rritsep�tcurarcoHsuurHr� Nnme: Checked By: Rill- Date: 07/25/24 CONTENTS 1. EXECUTIVE SUMMARY 3 1.1 Background and Summary ........................................................................................... 3 1.2 Alethod of 1nspecllon..................................................................................................... 3 1,3 Locallon Plan................................................................................................................4 2, METHODOLOGY 5 2,1 Laser Scan A*Ihod 1.................................................................................................... 5 2.2 Laser Scan AIelltod 2.................................................................................................... 5 2.3 Visual Drone,Sur ve)............. ...................................................,.,..........,.,,.,.,.....I........... 5 3. RESULTS G 3,1 Laser Scan Afelhod 1.................................................................................................... G 3.2 Lascvr Scan Alel{tad 2.................................................................................................... G 3.3 Visual Drone Survey..................................................................................................... G 4. APPENDIX 6 4.1 horizontal Displacement 7'ables................................................................................... 7 4.2 Wall I Grid.................................................................................................................. 8 4.3 147all 2 Grid....,...................,...,......,......................,...........,.....,..................,................... 9 4.4 Wall 3 Grid ................................................................................................................. !Q 4.5 Nla111 and 2 Overlay .................... ........... ........,,.....,...,................ ,...,............ ....,,,...,... 11 4.6 2 and 3 Overlcq................................ ................................................................... 12 ENO ]TM 11'e 'N�,>111ee� 1zesrrllr! i�n�c 2 of i2 ,e�lrt►+r�� r . ALLIANCE Air IWA! SAPIJNrercPXsill[Mis d 1� Project ti: 2420501 Doc. ft 24205o[-00•EN-IRPT-002 Rev: 0 Project Name: Gilbert �nlhlti�t; Slucty Completed By: CC], CS, Rp Date: 07/24/24 Checked 13y; 3 Ri F Drutc: 07/25I24 1. EXECUTIVE SUMMARY 1.1 Bc.(.v t wound mtd Siulrnurt AllianceLPC was requested to provicle a lases' scan survey of the Gilbert Building after a fire that damaged the building oil June 6, 2024. The building is four stories in height and was c0118(rueted ill 1907 with heavy masonry exterior walls with pilasters. These pilasters, internal floor's, walls, and roof are the original design elements that provide the lateral support for the external walls. The ol.iective of this work was to determine the lateral displacement of the exterior walls as a first step in determining the overall stability of the structure. The displacements indicated in this report are measured relative to a vertical and not necessarily indicative of displacements to the as - designed or as -built conditions. In addition to the external laser seat, survey, all internal visual drone survey was conducted to determine the extent ofciamage. to the original lateral supports in the vertical all(] horizontal planes. 'Phis information provides a better understanding of the overall building's stability and can be used to develop of all execution Plan for the shoring and repair of the building. Tile recommended path forward includes the following sequence of activities. 1. Perform additional drone surveys to further determine the condition of the walls and establish which portions of the floors and roof require removal/replacement. 2. Develop detailed plans to denlolisll (lie unstable floor and roof sections. 3. Attain the required permits all([ perform the specified dell,olilioll. 4. Develop detailed plans to restore the structural integrity of the floor and roof systems with in -kind replacements and/or custon, structural coxllponents as required by the owner. 5. Attain hermits and perform slzecifietl structural reinforcements. .1 2 kiethod oflnspecllon AllianccLPC utilized Leica laser scanning technology with associated design software to capture three-dimensional scans of the building. These scans were captured on lunge 14, 2024, and provide a representation of the building in its then -current state. The scans were used in collaboration with PlanOD and Autodesk ReCap to analyze the Gilbert Building. This survey used the face of a Nearby building as a vertical reference plane for this 111Speetiol1. Wasllrenlel,ts were taken to determine the horizontal displacertlelnt of the walls front the vertical axis. Additionally, a visual survey was conducted by modeling a perfect rectangular prism over tog} or the building. The flat Eaves of the prism were visually compared to the exterior walls of the Gilbert Building to cineck for any abnormal bulging. 'file inspection described above was conducted for walls 1, 2, and 3, as seen in figure 1. The relllairlitlg wall was unable to be scanned clue to limited access. 'fables 1, 2, and 3 tabulate the pleasured horizontal displacement of each of the three (3) walls. Figures 5 and 6 illustrate the Visual Survey COndlteted l,Slllg the OVet'lay Method - ENO I I TM IJ'e Errl ineei, Re,sulls! T gage 3 of 12 AWN Project i/: 2420501 Doc,11 2420501-00-RN-IRPT-002 Rev: 0 AtIALLIANCE Project Gilbcrl Building Stilly Completed By: CG, CS, RF Date: 07/24/24 AWAY tlOISIV0PAMOUPOHS1111 s Name: Checked By: RPI' pate: 07/2512,1 1.3 Location Playa Figure 1, G11Gerl Building ENO I'I`M We Engineer Resull8l Page 4 of 12 IALLIANCE otX�lvrEBBApNNlClCO,YSUURNIs project 11: 2420501 Doc. i! 2420501-00-EN-IRPT-002 Rev: 0 Project Name; Qilbert B1111diiig Study Completed By: CO, Cs, 1Z1 Date; 07124/2�1 Checked By: Rp1, Date; 07/25/24 2. METHODOLOGY 2.1 Lcuui- Scmr Method I `Tile first method of analysis utilized Autodesk ReCap. Three (3) points were measured along the vertical of each wall (High, Center, and Low), progressing from 18, above grade to the near top of the building. Due to inconsistencies in the lower 18' of the building fagade, this area was excluded from the survey. All measurements were taken where the building walls are flirt and accurate measurements could be captured. These measurements ivere consolidated to a "column number" for each wall measuring the horizontal distance from the vertical .axis. Multiple sets of vertical measurements were taken, as described above, progressing horizontally for each wall. Each set was given a "colururl number". This method was used to develop a measurement grid, as seen in figures 1, 2, and 3, where the rows are distinguished by the elevation of the measurements and the columns by the "column number." All values are tabulated in their respective tables in the appendix section of this report and are denoted at intersection points of the grids. 2.2 Laser Smn Uelhod 2 The second method consists of overlaying the 3D point cloud with a rectangular prism (seen in green, figures 5 and 6) in Plant 3D, This prism was dimensioned such that the building walls visible in the 3D scan and the prism faces ar•e over lapping. I'llis overlay was used to compare the vertical planes on the prism to the exterior building walls to indicate out of plane inconsistencies. `rile overlay for method 2 can be seen in figures 5 and 6 in the appendix, 2.3 Vismil Drone Sur,yey Video and still photography images were captured using a remote operated drone. This data was collected in the accessible rheas of the building M the roof elevation and the 2nd, 3"', and 4 "' floor elevations. FN01 ITM We Engineer- Rr.mifisl __ Page 5 of 12 AWAV YALLIANCE Alf MORIMS6PSAIMCONSUlIMS Project fl: 2420501 Doc.11 2420501.00-EN-IRPT-002 Rev: 0 Project Name: Gilbert Building Study Colitpletetl By: CG, CS, R17 Date: 07/24/24 Checked By: RIT Date: 07/25/24 3, )<tCSULT, 3.1 Lase)- Smn Method 1 Wall I appears to lean outwards an average of 0.459" over the grid seen ill the appendix, The maxiniulll horizontal displacelhierit was noted as-1.1568" located at "IL, C3" gear the center left of the building wall. This nlaxrmttill is consistent with the other measurements in the table and indicates file wall's maximum horizontal displacement. Wall 2 appears to lean outwards all average of 0.293" over the grid seen in the appendix. '['lie maxitilum horizontal displacement was doted as 0,6792" located at "2C, C3" near (lie center left of the building wall. This maximtnli is consistent With the other nleasttreriients in the table and indicates the wall maximum horizontal displacement. Wall 3 appears to lean inwards an average of 1,450" over the grid seen in the appendix, The illaximum horizontal displacement Was noted as 3.8.136" located at "3l-i, CT' near the upper right of the building wall. This nlcasurelllent appears to be inconsistent with the other values in the table indicating either inconsistency ill the wall 01-igilhal Constructian arld/or local damage to that area of the building, with no indication that this is a result of the recent fire. The next highest maxirlitilu is 2.4756" located at 113C, C1" located on the left side of the building at approximately 3/4 the building's vertical height. This rllaxilhlulll is consistent witlh (Ile other Illeastlrements in the table and may be a better indication of the wall Is ihhaximitni horizontal displacement. 3.2 Laser- Sevin kldho(! 2 Wall I appears to have no bulging. The geometry of the building appears to be consistently aligned with the face of the prism with no observable abnormalities, Wall 2 appears to have no bulging. The geometry of the building appears to be consistently aligned with file face of the prism with no observable abnormalities, Wall 3 appears to have Ito bulging, The top left center of the wall appears to have more of the prisill showing through the 3D scan, this indicates that this portion of the wall is leallitlg illwards more than other areas of Wall 3. This observation is consistent with the table values tabulated in method 1, again indicating either inconsistency in the wall original construction anti/or local damage to that area of the building, with no indication that this is a result of the recent fire. 3.3 !lfsmd Drarre Sync ff The walls from the ground floor to the roof line appear to be in reasonably good condition as are the illterior columns and girders. The floor joist Condition varies from undatllaged to completely failed in a bay -by -bay pattern. ENO I t'1 M lire .Cnghteer- Re ulrsl Rage 6 of 12 AWO ALLIAN � Project ih 2420501 Doc.11 2420501-00-EN-11tPT-002 Rev. ............... 0 1�roje,ct Complelcd By; Co, CS, RF 1)ilte: 07124/24 Checked By., RIT Date; 07/25/24 elHplNffBS1tORDVlCICp1lSUII�iIlfB M11110; Gilbert Building Stttdy 4. APPENDIX 4.1 Horizontal Dh r ucement Tcrl�los Wall 1 Horizontal Displacements W:111 C01111n11 C01111111I C011111111 Co11111111 C011111111 C011111111 C01111"ll overall Point 1 2 3 4 5 6 7 Height 1 H -0.7872 0.098 -0.0288 0.1452 0.1032 0.1308 -0.2088 1C -0.8856 -0,593 -0.8064 -0.648 -0,5184 -0,5292 -0.1116 ' M -0.2436 -0.973 -1,1568 -0.972 -0.8364 -0.6072 -0.2076 AVG 0639 -0.490 -0.664 _ -0.492 -0.417 4335 -0.176 -0.459 > Dis . Table 1, Flarizorrlcrl Displacement Mattles - Wall 1 Wall 2 Horizontal Displacelllell ts Wall Colt111111 C011111111 Coltll1111 C011111111 Coltill111 C01111nn COltIIi11t overall Paint 1 2 3 4 5 6 7 Height 2H 0.0972 0.140 0.06 0.372 NIA NIA NIA 2C 0.2028 0.433 0.6792 0.3168 NIA NIA NIA 2L 0.2856 0.409 0.324 0.1956 NIA NIA NIA i 'M AVG 0.195 0.328 0.354 0.295 N/A NIA NIA 0.293 Dis . TcrGle 2, Horizontcd Dlsplacerrrerrl Yalue.s - tl"all -d Wail 311orizolxtal Displacelllcllts Point Column Column Column C011111111 Colt lin C011111111 C011111111 C011111111 overalllici Point 2 3 4 5 G 7 Height - 3I-1 -0.3984 -0.318 -0.168 -2.0904 -0.0144 -1.926 -3.8136 3C -2.4756 -2.345 -2.256 -1.974 -2,0436 0.018, -0.2244 3L -0.4008 -0.047 -0.324 -0.4656 -0.006 0.342 -0.3132 AVG -1.091 -0.903 -0,916 .1.510 -0.6888 -0.522 -1.450 -1.012 Dis 1. Table 3. Horizontal Dlsplacoment malnes - Wall 3 ENO I ITM 11"e, Engineer Results! [Inge 7 of 12 iir W. -, 1, Brovoril lwmfa."�� i' ttj r ff i rl .� p!� .... r •� 7t[ 9rr )I.� ,d' !l! ry,�l t J r ti 1 .nr :. i st ZIA ; le { 1 , •l{ � C 11. 1 ,• � 1� � i I i 1, r � tl ,4I �s 1' �(S 1 jjjjj]7 1 `` F tt-: {, R'l ft 5 1 _ \ 1 !�! ��} ♦ .vri t , � a b •. 4 l 1 �U,ji�3ltr �t�il l 41�{'pt rr ! 1 `a , :C ,I Y. 1 . lnli�'•s� . t 3 r Uattlm.7: 1 .� �� .Ir a ..t �� •4 .•t, sr • �q 1 Fr ''17i� i s •` , t , t fl" ! ��ll'.S I "t' ` tip. Yf t �1 I �5�iF F{{I"•11lf 1i��. yy- 1� + �ll}a� 1 M t -f� t wi ti .trr t ffr� ��•'� !�. � b�f iilaa: N ALLIANCE ANx/Ns/K//AsaPRAllorcONSU AUS Project lh 2420501 Doc, it 2420501.00-IaN-IIZPT-002 Rev: 0 Project Name: Gilberl Building Sludy Q0111 feted By: CC, CS, RP Data: 07/2,1/24 Checked By, RI'P Date: 07/25/24 4.4 H/all 3 Grid Ifglrre d: 111all 3 Looking South, tllleavilrenrejt/s a/ Intersections, ENO I I'I'M We Engineer Resnilsl Page 10 of 12 No Text lll. , Project 1!: 2,120501 Uoc,11 2420501-00-LN-IRI''T.002 Rcv: 0 R/ALLIANCE Project Completed Ry: CO, CS, R)' Unte: 07/24f24 Mar�1 melhIIfR6APRWlCd' 00111�[ M Name: Gilbert Building Slitcly Checked By, RP)± Unto: 07125/24 4.6 JVall Z and 3 Qveday figum t: Gilboa! Building Looking Srxdlnresl End ofDocurrrent ENO 11'I'M Engirr or Residi31 12 of 12 Exhiblir C CITY OF BUMPIVIONT 11V"t,'I ill 0011111MCM., 11VORK VRE7GM1 IVI WORK PROGRAM AGMEEIVIMT 0111(n, 0620/. 2.1 �— Tile properly locllled Ili 320 pow.10.WAS IIISIMIetl 1)y MIS dIvlSlolk 111 (Iolerlt11110 W110111101' fike s(rtleitire(s) Iwo In t:oIn14111nea li'IIIt IIIU 2021 1ntw'llitIIaIIitI Propol'ly MIIInfell Iniva Code Adopted by IIt0 Clly n1'130allIII DIII. 'I'll0Ili apec(foit rowetllo(1 I I W (ties II'llellwo dons Ilot ItIed In InIInIII I] regllImillelifs as IvIllII'ed by City Ord Ianneu, C:llaptel'2,1, ArilluIo2d,04 I.11lsitf0 F5111)sti111(11II'd Sli'(lettlYOs, Dlvl%Ioit 1, 211,041.001, 'I'll Is work pt'UIIi'1i111 fEl;l'l'L'11kElEt 11'lll lillall' fa I, IIle properly 01VII01. (a bring (lie 11bovo so-ImIllre(s) Into Coln pIInIwo with file curven12021 I)1101,11 011AI Exist lilt' HitIIII Ililt, C:o(10 adoplcd i).v Ilic City of Iloimmo ll, 13y onloring Illis 111;recnlolli, Ilia fallowhig provisloa lutlsl be ma(; a 'I'llls pl'nperty is! }( is 11M IacilWil Ilia local I IIslorlc llls(rict, Properly tbaI is Ill Its( Illlvc 11 CorlI(IunIo of Allproprin(011ess (CA) 1'rolit (lie Phil it1131t Depal'1Ill ent wId ell In list be obfalIled oil Ilite, 0 All slrue(ures must linvo all (2020 NBC) Hloc(rieal, (2021 IMC) Meelmnlool, (2t121 WC) Plamblug, mid (2021 1(,its porforined by Ile ell sed eoafl'ileloi's upprov0d by (110 C((y (If IleauIll oil( Ill III(III g Codes 1DIl'ISI(nL 0 Owilors M11S'I' Ilse 0 ge11a1`al con(I'Adol' 11'b11 Is IMIi(1Cd 11'lllt Iite C:ify of 11oltultr0111, 0 11er111lls Ikro roqub'od for All hark porfowned, All Ilermi(s hits( he pulled onllne at bruttimm(H-us.gov. All work must be laspcekO and approved by (lie Building Cotles Division Inspedill:s bcrom (lie struelure ana be broaf;hf Info Code calliplIllam l I (t i'I 1'elm. 11,1111 I'llmil. 11'ire Wt(bla S (Illy's 111s11111M nroand the ('u(fl•t' pt-l-blieler, I l I;t1l;lnrt'r rVltorf Ntll►ulllf(d (o lilt, lltilbilliy, off vial %1•Ilbia 301111ys 111/191202.1, I I Plan [or 11te sli'lleltire tillll 11111 111v WIllifil 611 dilys (Ili/1'/121124 mtbol](ted 11t Ilse Ifttildinl, orriclaf. I I Plan Io be Ili Council lilt II1f12R1/2i124 al 100 p.m. II'll I)IIIII fu reparl• Is to be I'v(pivsted f ut( it Is to be submIliccl III IAc Ilull(Illig (Kilt- lil 1111d ('li,y' (:(nnlril fin• eoltsble1*1113na for Ilpproval or Ihllfiil no Illler Iltilit 111v AtIlmm 20111 the 11'hicll Is Ibe ('01111c11 Chile. 11laraby itgree to t.milply IVltli tho enri,010 2021 1i1foruationol Property MnIn1a11Anee C000 Adop(ed by II►e City of Bonuaiolif, 11111ftI'sfnad Ilia( If lvorh Is not couiple(ed on or before ¢ 1't 912Q24 wild 08/17/2024 I�tc 'nl1', Iltlnle(11Etf0 1101011 will bu Inheil its provided by Iow, f Owner's Slultahwe 131IIIcllul, Offielill