HomeMy WebLinkAboutC22 0819crtY ol
BnrurnroN
(360) 473-5275
cAsE # c22 0819
Complaint Type:
Complaint Status:
PERM
COMPLIED
Date Submitted
Date Closed:
08118t2022
0812012025
Violator lnformation Location
Street: 610 WASHINGTON AVE SUITE 3Name:
Address:City: BREMERTON St: WA ZiP:98337
Location:
Home:Work:lntersection:
Nature Of Complaint
"* STOP WORK ** Posted for work done along the shoreline, remodel and decking without permits.
Complaint Actions
Action Action Date Due Date Action Note
PHOTOS 0811812022 Photos of SWO posting attached.
Linked File: IMG-4813.JPG
Linked File: IMG-4819.JPG
Linked File: IMG-4818.JPG
Linked File: IMG-4817.JPG
Linked File: IMG-4816.JPG
Linked File: IMG-4820.JPG
Linked File: IMG-481S.JPG
Linked File: IMG-4821.JPG
Linked File: IMG-/I814.JPG
TAG 081182022 ** STOP WORK ** Posted for remodeling, deck work and shoreline work
without permits.
Linked File:
ACTION 0A2812023 BB22 01091 lN REVIEW
Linked File:
ACTION MI2OI2O23 PERMIT APPLICATION HAS BEEN EXTENDED, PER STUART.
Linked File:
ACTION 0912712023 Permit BB22 01091 is stillin review and expires this month.
Linked File:
PHONE CALL 1011212023 Called Simon Roofing 800-523-0599 and the Mgr is at lunch and will call
me back.
Linked File:
ctlY ot
BnrmrnroN
B Gity of Bremerton
345 - 6th Street, Ste. 600
Bremerton, WA 98337
(360) 473-5275
GENERAL 1012412023
GENERAL 1012412023
LETTER 10t26t2023
ACTION 12tO112023
E.MAIL 01t04t2024
E.MAIL 0'U1112024
GENERAL O2IO9I2O24
DECLARATION O2I1A2O24
ACTION 02t1312024
VIOLATION
NOT.
02113t2024
E-MAIL 03t07t2024
ACTION 03t0812024
I spoke with the Architect Dennis Kirkpatrick of this property. (Deck
without permitting). Engineer says the pilings supporting the living
structure are in need of repair. We are waiting for his report and a permit
application for further action required. SVA
Linked File:
Engineer Contact:
BillWilliams, PE
WSW Engineering
P.O. Box 11678
Bainbridge lsland, WA 98110
(206) 402-2906
williams@wsweng.com
Linked File:
LETTER TO OWNER, COMPLIANCE DATE IS 10126123
Linked File: Broadview Washington Letter Stop Work Permit Application
Expired 10-12-23.docx
The owner has been in contact with BO Andeson and wants to meet with
us in the middle of December.
Linked File:
EMail from Bill Williams Engeneer.
Linked File: Re- 610 Washington Ave- Bremerton'msg
Engineering reporUDangerous Building.
Linked File: RE- 610 Washington Ave- Bremerton.msg
ENGINEERING REPORT RECOMMENDS THIS STRUCTURE NOT BE
OCCUPIED AS IT IS DEEMED DANGEROUS.SVA
Linked File: 610 washington ave.PNG
Linked File: 23014 Report of Structural Findings 01-11-24.pdt
Declaration of mailing and posting
Linked File: Broadview Declaration of Mailing 2-12-24.docx
Linked File: Broadview Dec'laration of Posting 2-12-24.docx
Violation Notice and building placarded.
Llnked File: 610 Washington2-12-2024 4-41-36 PM.JPG
Linked File: 6 1 0 Wa$hin gton 2-1 2-2024 4-4 1 -00 PM. J PG
Lin ked File: 6 1 0 Washingto n 2-12-2024 4-05-04 PM. JPG
Linked File: 610 Washington 2-12-2024 4-04-01 PM.JPG
VIOLATION NOTICE ISSUED, HEARING DATE IS 03125126
Linked File: Broadview Washington Notice of Viollation and Notice to
Vacate Dangerous Structure 02-12-23.docx
Email from ownefs attomey.
Linked File: [Signed]Ltr to City of Bremerton (4894-303&9420).PDF
Per Stuart Anderson BO. The owne/s representative has agreed to
board up the building.
Linked File:
I received a letter daled 317124 from Lasher, Holzapfel, Sperry &
Ebberson. Same as email.
Linked File:
LETTER a3t1112024
cttY ol
BnrurnroN
B City of Bremerton
345 - 6th Street, Ste. 600
Bremerton, WA 98337
(360) 473-5275
SITE
INSPECTION
03t1112024
SITE
INSPECTION
0311412024
ACTION 0610712024
ACTION 08t1212024
SITE
INSPECTION
01t0312025
SITE
INSPECTION
04l'1012025
SITE
INSPECTION
0712312025
GENERAL O8I2OI2O25
slTE INSPECTION. The building is not boarded up, however, there is
now plywood on site.
Linked File: 61 0 Washingto n 3-1 I -2024 849-21 AM'JPG
SITE INSPECTION. Windows and doors have been boarded up'
Linked File: 610 Washington 3-14'2024 9-57-59 AM'JPG
Linked File: 610 Washington3'14-2024 9-57-38 AM'JPG
Linked File: 610 Washington 3-14'2024 9-57-12 AM'JPG
Linked File: 610 Washington3'152024 9-57-50 AM'JPG
Building remains boarded up' Permit still in review.
Linked File:
The building remains boarded upno permit on file for structural upgrades.
Linked File:
SITE INSPECTION. Building remains properly boarded up
Linked File:
SITE INSPECTION. Building remains boarded up.
Linked File: 610 Washington 4-1G2O251G'37-30 AM'JPG
SITE INSPECTION. The building remains boarded up.
Linked File: 61 0 Washington 7 -23-2Q25 1 G02-03 AM.jpg
Boardup remains intact. Close case.
Linked File:
6to uqs/Jl t F-rc.t3LASHER
HOLZAPFTL
SPERRY &
EBBERSON
PLLC
L
March 7,2024 ATTOBNEYS AT LAW d 601 UNION STBEET, SUITE 2600
SEATTLE WA 981 01-4000 / TELEPHONE 206 624-1 230 / FAX 206 340-2563
WW W, LASH E R, COM
VIA FIRST CLASS MAIL & EMAIL: (ian.coen@ci.bremerton.wa.us)
Mr. Ian Coen, Code Enforcement Officer
Department of Community Development
345 6th Street, Suite 100
Bremerton, WA 98331 -187 3
Re: 610 Washington Building 3 / File # C22 0819 / Tax Parcel No. 132401-3-006-2000
Dear Mr. Coen:
We represent the Broadview Washington Qualified Opportunity Fund, L.L.C., a Washington
limited liability company ("Broadview"), which is the owner of the building commonly known as
610 Washington Avenue, Building 3, Bremerton, WA (the "Building"). We write in response to
your Notice to Vacate and Notice of Violations dated February 12,2024 (the "Notice"). Please
direct to us all future communications from the City concerning this matter.
Pursuant ro the Notice, Broadview is required to board up the Building and apply for permits to
correct the issues noted in the WSW Engineering Report dated January 11,2024 (the "Report").
Furthermore, Broadview has been given the deadline of March 11,2024 to complete all corrections
to the Building. Broadview is not currently disputing the need for repairs to the Building and has
diligently sought qualified engineers in good faith for the remedial work. As you are likely aware,
some of the work detailed in the Report requires advanced knowledge of concrete pilings for which
there are a limited number of qualified engineers. Due to the limited pool of qualified professionals
and the short timeframe to complete the work, Broadview has been unable to secure an engineer
willing and able to comply with the tight timeline. To date, f,rve engineers have declined this
project due to the time constraints.
We hereby request that Broadview be provided with a suitable extension to complete the
permitting phase of the project or be afforded a voluntary correction agreement with the City of
Bremerton pursuant to BMC 1.04.030. Meanwhile, Broadview intends to continue working on
the Building. In evaluating this request, it is important to note that Broadview obtained the Report
on its own volition. Further, the findings in the Report were voluntarily shared by Broadview with
the City in good faith.
LASHER
HOLZAPFEL
SPERRY &
EBBERSON
City of Bremerton - Department of Community Development
Attn: Ian Coen, Code Enforcement Officer
March 7,2024
Page 2 of 2
Broadview has appreciated being part of the Bremerton community. However, the City's abrupt
handling and treatment of Broadview and the Property leaves Broadview questioning its
relationship with the City and standing in the Bremerton community. It would be unjust to penalize
Broadview for voluntarily prosecuting the restoration of its building in good faith, and to have
used against it in this way, information Broadview voluntarily shared with the City. Add to this
the unreasonable timeline for corrective action. If needed, Broadview is prepared to defend itself
accordingly, but hopes the City will cooperate by extending the deadline for compliance so that
Broadview can complete repairs. We look forward to the City's response, and please do not
hesitate to contact me directly if you would like to discuss this matter.
Very truly yours,
Kelly J. Rutledge
DIRECT LINE: (206) 332-7s48 EMAIL: rutledge@lasher.com
PLLC
lan Coen
From:
Attachments:
To:
Cc:
Sent:
Subject:
Madoka Ryan < ryan@lasher.com>
Thursday, March 7,2024 2:57 PM
lan Coen
Kelly J. Rutledge
610 Washington Building 3 / File # C220819 / Tax Parcel No. 132401-3-006-2000
lsignedlLtr to City of Bremerton (4894-3038-9420).PDF
Dear Mr. Coen:
Please find attached letter from Kelly Rutledge. Hard copy will follow.
Thank you,
Madoka Ryan
Legal Asslslanf
DTRECT 206-654-2414
601 UNIONSTREET T SUITE2600 T SEATTLEWA9SlOl
FAX 206-340-2563 r WWW.LASHER.COM
1
Kitsap County Parcel Information
Parcel lnformation
Parcel #: I 3240'l -3-006-2000
Tax ld:1139146
Site Address: 610 Washington Ave
Brernerton WA 98337 - 5658
Owner: Broadview Washington eualified
Opportunity Fund LLC
Owner2:
Owner Address: 1 3027 6th Ave NW
Seattle WA g8'177 - 4210
Twn/Range/Section:T:24N R: 0'lE S: 13 e: SW
Parcel Size:0.17 Acres (7,405 SqFt)
Plat:
Book/Page: Book: Page:
Neighborhood:9100521
Census Tract/Block: 080500 / 1001
Map Grid: 148
Waterfront: Puget Sound
Land Use: 131 - $.9 UNITS
Building Use: Single family
Building Type: Avg Rambler
Total Land Value: $'195.720.00
Total lmpr Value: $559,520.00
Total Value: $755,240.00
€LANI' TITLE COMTINY>
I f til atlt t. I lt rt - ro xTat s, rt
9657 tcvin Rd t{Ilr, Suite lm, Sllwda}aWA 983&}
Phone: 3606922233 o{ 800.950.432 1 . F* 360.692-2244
Tax lnformation
Tax Year:2023
Levy Code:0010
Levy Rate:8.7938
Annual Tax: $6,M1.52
Total Taxes & Fees: $6,M3.52
Legal
THAT PORTION OF GOVERNMENT LOT 2. SECTION 13, TOWNSHIP 24 NORTH, RANGE 1 EASI, W.M., IN KITSAP COUNTY
WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE INTERSECT|oN OF THE EAST MARGTN oF WAsHtNGToN
AVENUE AND THE NORTH MARGIN OF SIXTH STREET; THENCE NORTH 0'39'WEST 94 FEET TO THE TRUE pOtNT OF
BEGINNING; THENCE NORTH 0t39'WEST 40 FEET; THENCE EAST To THE GOVERNMENT MEANDER LtNE; THENCE
SOUTHERLY ALONG SAID GOVERNMENT MEANDER LINE TO A POINT DUE EAST OF THE TRUE POINT OF BEGINNING;
THENCE WEST TO THE TRUE POINT OF BEGINNING.
Land
Property Class: 131 Zone: DSAp - Downtown Subarea plan
Electric: Gas:
Cable: Well:
Walershed: 1711001907 - Olalla Valley-Frontal puget Sound
Primary School:Naval Avenue Elementary School
High School: Bremerton High School
Dwelling Count: 3 Other lmpr:0
Water: Sewer:
Septic: Recreation:
School Dist: 100 - Bremerton
Middle School: Mountain View Middle School
7
;
I
lm@emenl
Building Type: Avg Rambler
Use Desc: Single famity
Year Built: 1901
Stories: 1
Heating: Forced hot air
Full/Half Baths: 110
Bsmt Fin SqFt: 0
Above Ground 960
SqFt:
1st Floor SqFt: 960
2nd Floor SqFl: 0
Total SqFt:960
Bsmt Unfln SqFt:480
Garage SqFt: 0
Carport SqFl: 0
Deck SqFt0
Roof Material: Comp sh to 235#
Bedrooms:2
Assegs.ed Value History
Year Total Land lmpr Levy Rate
2023 $755,250.00 $195,720.00 $559,530.00
2022 $666,600,00 $165,860.00 9500,740.00
2421 $470,750.00 $158,4S0.00 $312,270.00
Translor lnformatlon
Rec. Date: 02125t2021 Sale price: $720,000.00
Owner: Broadview Washington eualified
Orig. Loan Amt:
Finance Type: Loan Type:
DocNum:202102250237 DocType:Deed
Grantor: MONTEREY BRIDGES WATERFRONT LL
Title Co:FIDELITY NATIONAL ftTLE
Lender:
Annual
Tax
6641.52
6520.24
5030.4
FFP
Assmnt
0
0
0
sswM
Assmnt
0
0
0
NOX Weed
Issmnt
2
2
2
Total
6643.52
8522.24
5032.4
Sales
Excise # Date price Deed Type
2O21EXg1271 02t22t2021 725000 w
20't3EX04808 07t10t20't3 0 Q
2010EX06880 12,3A,2010 1105000 w
2010EX04977 09t27QA1o 615000 D
2004EX05650 07t09t20a4 0 Q
2044EXA1211 02t12t2004 400000 w
'19S5EX06219 08/29/1995 128500 w
1970EX05238 07/01/1S79 79000 x
'1977EX06454 08/01/1977 69600 R
1975EX02861 07/01/1975 51900 R
Sentry Dynamics, lnc' and its customers make no representations, warranties or conditions, express or implied, as to the accuracy or
completeness of information contained in this report.
FIDELITY NATIONAL TITLE L-AO225O237Deed Rec Fee: $107.50
0212512021 02:09:'19 PM Page 1 of 5
Paul Andrews, Kilsap County Auditor
Ithrn ncorod rltrn b:
Eroulnldrv Wa$rhgfuo Ctrdfied Oppo.tun[y turd,uc
18027 Ah Averu. l.n/l,scanh, wA98t77
Filcd tur Eooid sttlF tgquGl of:
lnaaryXrdolltltdc'slrc
055 W. Cohnttur Way, Sutto g)0
Vamuvr, !YA00060
Ercrwrro.: a12E7M I Stll+lots+
STATUTORY WARRAiITY OEED
IHE GRAi.IrOR{S) l;lo.ltooy &t6cs tryaGrlhc{ LLC, a Wdsngroo Imbd LblvconpEny
for and h oontldatatin d Tan lnd ].lorr00 EltE (ti0.00) and otrcr vCrratrh oonrtrleratlon end aep.rl of 8n nC Scctiiyr ,03t Tu Odbmd extaner
h.qqO pr[., cstyryt and imuB h lrodl{iw W!.ilrE[or Audncd Oppfintt, Fund, llc . eWttrFqilfi lkrl*, l$0[y co4eny
lhe tlovlng dcacrbd nal crbto. Ctnhd h [rc Cotnty of Kbip, S:ho dWroldngbnr
SEE EGISIT'A.ATTACHES HERETo A,d) i,IADEA PART IIEREoF
ifam&ed l.tf& fiqid it tui to6t lEt Lrorbd rbor!.)
Pottott of Govetmod tr{ 2, S.cdon 13, Towrdrlp 2/t l-{ofi, Rsn$ I Et! WM,
Tu Prrcal Nunba(c): 132il0lt0002tlttr
slflrl€db:
SEE EXHBN'B'ATTACHED HERETO A}ID I{A['E A PART HEREOF
2421Ex-012712021-a2-25
HSWANSON
$ r 20r 0.00
e.rsrwrttD-dn ! i0{}wlooocai* rt DcE oa:Gte ha. f wAf T+!r^lr{raso,cl z@r{t 2t72Jg.
Strte ot WASHINGTON
Corntyd Stao|orytgtt
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to.lhr usaa and n pocor.i.nth.rad h tlE kEfrrrrril.
Oatcd: F€bir.ry 22, 2021
lbnt trGy BilSs Wet€rtoflt LLC
BY:il
My
202102250237 021251202'r -l:09:19 PM Page 2 of 5
STATUTORY IYARRAT{TY DEED
(cdrfruod)
eftDr$tmuOd0.Pe 106)w^ffilt,ibr,urtt + oa:a ta ".12 w^+T6/rx{ rtI'tttEl., nni[,,t
For APlllPlcrl lDtr|: l3ZIt3l0&100o
202102250237 021251202102:09:19 PM Page 3 of 5
EXHIBIT'A'
Legal Decrlflbn
Thd porfioll ol Golr.iflist Lol 2, Seodm t3, Tolfi{fib 24 Notlh, RrtgE t Ea![ llr.U.. h l(It P
Cqrry.Wrhlllglfi , d.rcrlb.d r rohrr:
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202102250237 O2l25l2o2'r .,2:09:19 PM Page 4 of 5
EXHIBIT'B-
Exccptions
Td6 md aBlorsmcnb as ltrey arc frr.
Aasosc.rtsib, lf 'ly, leviett by Tnr CIy C Br.irrtoo.
Oulluqr d locetion orlater.t bound.rbc of rcad ,ootd ds Urfh|l(,r orshotfus.
Rilht3 ., tha Stlb d W.3ilngion ln rrd to thd poruon, lt .ny, of thc lrtd f,ildt lhs bdil hc,,lroror*tuy
hlgh xEbrdb lho flno of mean t{gilr U(h,
fury pmhlt{too or trmnaton of rBo, oocupancy or lmyowmcnt of th6 tr{, ]ldlhg tom fi€r$&of thcg.6lba
tlpdla,l ffif,r! lo uss any portbfi sti.$ b rfl a w'! furncrly orrrrd I rrelrr.
Paramounl rithb and 6a!.mrrls ln fa/or d O€ Uilsd Shlos tor 6nnrato, navlgrUat,ftthorbi lnd thc
produclion a, por6..
Eaceman(r) for hc purpcc(l) rtrowr boloix snd nolrts irLr€l$rl th.rEto ao lot hrth h adcrnant
ln hrvot Unlcd S&dArnsrh.
Putpo're Tdegrah .nd Telephona qEEtr
Reoodlng Ha: Itlsrch 2{, t89S
Recordlq No.; Volunc Y of Drcdr, Prgp C00
Eanncr(a) Ior tr pu'pcce{:) afwr b.lo, rid r1$b frcktcNal hardo I rct lolth in adoqrnsrl:
Rrpoee Us€of Ofirlnlqdo
Rcmding Oate; Junc 25. 1950
Recotdlng i{o.:579808
E aor[rfi{t) Ior the pupcc{q) &roum brbw and dght hddcntd tl.rrio as sd iorlh in rdoqrflEnt
ln lrvor of The City of Br3 nrlon
Purpce: Rstdarp Wall FoooneR€s.frp Deb: Nov.mb€r 4, 1970
Ro@.rfil! No.:941235
W6hror of 8rry cltlmc br doneges to rald L"rnd by mson d lhe locruon, comhrc{on,llndtcaplao o.
iaid lrnd. s .drlll.d h th. dood b
8.
9.
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I t . fury rfghS, hotBti, or dalnt r*{ctr may cxlrt or rtso by rorson at lhC lulo,rhg matb,a
dltdo3sd byerr€r,Raco,dloIh: FBhr.Ty lf ,2000Rccqrl]{ ilo.: !?a5g07 ryCurn 5E, Prg. S]liLllil shown: Occt Encrdunarl
12. BuUfrEPamllsAollomonl
Recording Dato: lhroh 31,2003
R.cqdlng No.: 200t0ttill007!
13. Rcaslon Agtr€lrrGnt
RecodllE Darc: Agrll 18. 2009Rlcdlm No.: 200!0al tDtSB
14. Any d0rrB, h!rrtt3, ordatm8uf,Ich mayod.td E be tryrEsm oltholffir{ rfldol!dhdocsd bysuwoy.
Rocpfilry Dotc: Augrrsl 7, 2006
Recudlng No.:200G0!070221 (Yolrn Ct Prgr tS2)Ivtdtec rtr*n: Dcdt Encorchrnat
16. Ercmcnt(r)hr thc puDa6(t) $uxn bdor ard lthE lnddentd hcrrfq c grrrtd ln e
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CITY OF BREMERTON
DEPARTMENT OF COMMUNITY DEVELOPMENT
IN RE THE MATTER OF:
DECLARATION OF MAILING
Broadview Washington
Qualified Opportunity Fund LLC
c22 0819
STATE OF WASHTNGTON)
: SS.
County of Kitsap )
I, Karin Olson, declare as follows:
1. That I am a citizen of the United States of America, a resident of the State of
Washington, over the age of eighteen (18) years, not a party to the above-entitled action,
and competent to be a witness herein.
2. That on the l2th day of February 2024, I mailed a properly addressed and
stamped envelope, a true and correct copy of the Notice of Violation, Corrective Action
Required, and Notice of Hearing issued February 12,2024, by depositing said envelope
in a mail receptacle of the U.S. Postal Service, via U. S. Regular and Certified Mail for
delivery to:
Broadview Washington Qualified Opportunity Fund LLC
13027 6ft Ave NW
Seattle, WA 98177
Executed at Bremerton, Kitsap County, Washington on this l2th day of February
2024
I declare under penalty of perjury under the laws of the State of Washington that the
foregoing is true and correct to the best of my knowledge.
Declarant: Karin Olson
Code Enforcement Specialist
CITY OF BREMERTON
DEPARTMENT OF COMMUNITY DEVELOPMENT
IN RE THE MATTER OF:
DECLARATION OF POSTING
Broadview Washington
Qualified Opportunity Fund LLC
#c22 08t9
STATE OF WASHTNGTON)
ss.
County of Kitsap )
I, Karin Olson, declare as follows
1. That I atn a citizen of the United States of America, a resident of the State of
Washington, over the age of eighteen (18) years, not a party to the above-entitled action,
and competent to be a witness herein.
2. That on the 12th day of Februdry,2024,I posted a true and correct copy of the
above captioned Notice of Violation issued February 12,2024, by stapling said notice to
the siding on the front of the house on the property located at 610 Washington Ave Bldg
Executed at Brernerton, Kitsap County, Washington on this l2thday of February,2024.
I declare under penalty of perjury under the laws of the State of Washington that the
foregoing is true and correct to the best of my knowledge.
Declarant: Karin Olson
Code Enforcement Specialist
J
BREMERION
c Department of Comm u nity Development
PhysicalAddress: 345 6th Street, Suite 600
Mailing Address: 345 6th Sfreet, Suite 100
Bremerton, WA 98337-1 873
Telephone: 360-473-521 3
Fax: 360-473-5278
I a n. Coe n @c i. bre me rton.w a. u s
_lan Coen, Code Enforcement
February l2th,2o24
NOTICE TO VACATE AND NOTICE OF VIOLATIONS
Broadview Washington Qualifi ed
Opportunity Fund
13027 6s Ave NW
Seattle, WA 98177
Re: 610 Washington Building 3
File # C22 0819
Tax Parcel # 132401-3-006-2000
You have been determined to be the person responsible for the violation(s) henceforth
mentioned, which occurred at 610 Washington Bremerton, Washington, on or prior to August
18th,2022, and described as follows:
I. NOTICE TO VACATE AND DESCRIPTION OF VIOLATIONS:
1. The property is a dangerous structure and premises as defined in Section 108.1.5,
304.1, and 305.1 of the International Property Maintenance Code (as adopted by the
Bremerton Municipal Code 17.04).
108.1.5 Dangerous structure or premises. For the purpose of this code, any structure or
premises that has any or all of the conditions or defects described as follows shall be
considered to be dangerous:
1. Any door, aisle, passageway, stairway, exit or other means of egress that does not conform
to the approved building or fire code of the jurisdiction as related to the requirements for
existing buildings.
2.The walking surface of any aisle, passageway, stairway, exit or other means of egress is so
warped, worn loose, torn or otherwise unsafe as to not provide safe and adequate means of
egress.
3. Any portion of a building, structure or appurtenance that has been damaged by fire,
earthquake, wind, flood, deterioration, neglect, abandonment, vandalism or by any other cause
to such an extent that it is likely to partially or completely collapse, or to become detached or
dislodged.
1
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4. Any portion of a building, or any member, appurtenance or ornamentation on the exterior
thereof that is not of sufficient strength or stability, or is not so anchored, attached or fastened
in place so as to be capable of resisting natural or artificial loads of one and one-half the
original designed value.
6. The building or structure, or any portion thereof, is clearly unsafe for its use and occupancy.
7. The building or structure is neglected, damaged, dilapidated, unsecured or abandoned so as
to become an attractive nuisance to children who might play in the building or structure to
their danger, becomes a harbor for vagrants, criminals or immoral persons, or enables persons
to resort to the building or strucfure for committing a nuisance or an unlawful act.
8. Any building or structure has been constructed, exists or is maintained in violation of any
specific requirement or prohibition applicable to such building or structure provided by the
approved building or fire code of the jurisdiction, or of any law or ordinance to such an extent
as to present either a substantial risk of fire, building collapse or any other threat to life and
safety.
9. A building or structure, used or intended to be used for dwelling purposes, because of
inadequate maintenance, dilapidation, decay, damage, faulty construction or zurangement,
inadequate light, ventilation, mechanical or plumbing system, or otherwise, is determined by
the code official to be unsanitary, unfit for human habitation or in such a condition that is
likely to cause sickness or disease.
International Property Maintenance Code Section 304 Exterior Structure
304.1 General. The exterior of a structure shall be maintained in good repair, structurally
sound and sanitary so as not to pose a threat to the public health, safety or welfare.
304.1 .1 Unsafe conditions. The following conditions shall be determined as unsafe and shall
be repaired or replaced to comply with the International Building Code or the International
Existing Building Code as required for existing buildings:
1. The nominal strength of any structural member is exceeded by nominal loads, the load
effects or the required strength.
2.The anchorage of the floor or roof to walls or columns and of walls and columns to
foundations is not capable of resisting all nominal loads or load effects.
3. Structures or components thereof that have reached their limit state.
7. Exterior walls that are not anchored to supporting and supported elements or are not plumb
and free of holes, cracks or breaks and loose or rotting materials, are not properly anchored or
are not capable of supporting all nominal loads and resisting all load effects.
12. Exterior stairs, decks, porches, balconies and all similar appurtenances attached thereto,
including guards and handrails, are not structurally sound, not properly anchored or that are
anchored with connections not capable of supporting all nominal loads and resisting all load
effects.
This structure suffered damage from the 2001 Nisqually Quake and has not been repaired or
maintained in such a way as to limit the worsening of the damage to the structure's foundation
pilings, and anchorage to the retaining wall. Walkways, decks, and handrails (guards) have
also suffered from neglect. They may no longer be able to resist the normal forces and loads
they were designed for (for additional information, see the lllll24 engineering report from
WSW Engineering).
2
Pursuant to IPMC 108.3-108.5,304,305 and Bremerton Municipal Code 1.04.065 and
17.04.110(e), this Property and the structures on the Property have been determined to be
dangerous and are placarded and ordered to be vacated. It is a violation of Bremerton
Municipal Code 1.04.065 to occupy a structure that has been placarded with a Notice to
Vacate.
1.04.065 NOTICE TO VACATE.
In addition to any remedy provided for in this chapter, the code enforcement officer may issue a notice
to vacate whenever a violation of a regulation results in a condition as to make it immediately dangerous
to life, limb, property or safety of the public or occupants of the property. The notice to vacate shall
contain substantially the same information as required by BMC 1.04.040(b), and may be appended to, or
incorporated by reference in, a notice of violation. Notice of the notice to vacate shall be deemed served
upon posting of the notice as required by BMC 1.04.040(e)(3), and shall be effective upon service. The
violation of a notice to vacate shall constitute a misdemeanor, punishable by imprisonment in jail for a
maximum term fixed by the court of not more than ninety (90) days, or by a fine in an amount fixed by
the court of not more than one thousand dollars ($1,000), or by both such imprisonment and fine. (Ord.
5148 $1 (in part), 2011: Ord. 4819, Added, 1111512002)
II. REQUIRED CORRECTION ACTION
Board up the earthquake-damaged building to prevent access from unauthorized individuals;
this includes all windows, doors, and decks. (see attached board-up instructions from
Intemational Property Maintenance Code Appendix A).
Apply for permits to correct the issues noted by WSW Engineering by March |fh,2024.
CORRECTIONS MUST BE COMPLETED AND WRITTEN APPROVAL BY
TIIE CITY OF BREMERTON OBTAINED BY March 11th,2024.
III. HEARING NOTICE:
On March 25thr2024, at 9 a.m..., the Hearing Examiner will hold a hearing on this
matter. Hearings are being held in a hybrid format. You may attend the hearing in person,
viaZoom video link, or by calling in.
In-person: Norm Dicks Government Centerr 345 - 6th Streeq Room #625, Bremerton
Video Conference: https://zoom.us/ioin Webinar lD 840 2145 9210 Password 172727
By Phone: l-(253)-215-8782 Webinar lD 840 2145 9210 Password 172727
The City will provide exhibits to the Hearing Examiner to show evidence that the
structure is unsafe, and the violations occurred and that you were given an opportunity to
correct the condition and have not done so. If you wish to present your own exhibits, you
must email them to ian.coen(g,,ci.brernerton.wa.us at least 5 days in advance of the hearing so
they may be forwarded to the Hearing Examiner for review before the hearing.
J
If you choose NOT to complete the required corrective action by the specified
deadline, the hearing will continue as scheduled. The City of Bremerton will not provide
inspection services on holidays, weekends or after 5:00 p.m. weekdays.
Failure to attend the hearing before the administrative hearing examiner may result in a default
judgment against the person responsible for the violation, whereby the administrative hearing
examiner may enter judgment in favor of the city, assess penalties and costs against the person
responsible for the violation, and order the abatement of the violation at the expense of the
person responsible for the violation, which may include placing a lien on the affected property.
An appeal of the decision of the administrative hearing examiner must be filed with the Kitsap
County Superior Court within twenty-one (21) calendar days of the issuance of the decision.
IV. HEARING EXAMINER HEARING:
At the hearing, staff will request the Examiner to issue an order affirming the notice to vacate,
assessing you monetary penalties of Five Hundred ($500) dollars per day, per violation
and/or allowing the City to abate the unlawful condition at your expense unless you complete
the required corrective action by the date and time indicated above, pursuant to Bremerton
Municipal Code Chapter 1.04 "Code Enforcement".
ISSUING PARTY:
Ian Coen
Code Enforcement Offr cer
City of Bremerton
cc:City Attorney
Hearing Examiner
4
Appendix A:
Boarding Standard
User Note:
Appendix A provides minimum specifications for boarding a structure. This can be utilized by a jurisdiction as a set of minimum requirements in
order to rcsult in consistent boading qualtty. These requirements also provide a reasonable means to eliminate having to approve numerous
methods or materials for the boarding and secuing of a structuro. lt is impoftant to note that the provisions of Appendix A are not mandatory
unless specffically referenced in the adopting ordinance of the juisdiction having authority.
The provisions antained in this appendix are not mandatory unless specifically referenced in the adopting ordinance.
A101
GENERAL
A101.1 General. Windows and doors shall be boarded in an
approved manner to prevent entry by unauthorized persons
and shall be painted to correspond to the color ofthe existing
structure.
A102
MATERIALS
Al02.l Boarding sheet material. Boarding sheet material
shall be minimum r/,-inch-thick (12J mm) wood structural
panels complying with the International Building Code.
4102.2 Boarding framing material. Boarding framing
material shall be minimum nominal 2-inch by 4-inch (51 mm
by 102 mm) solid sawn lumber complying with the Interna-
tional Building Code.
A102.3 Boarding fasteners. Boarding fasteners shall be
minimum 3/r-inch-diameter (9.5 mm) carriage bolts of such a
length as required to penetrate the assembly and as required
to adequately attach the washers and nuts. Washers and nuts
shall comply with the Intemational Building Code.
A103
INSTALLATION
A103.1 Boarding installation. The boarding installation
shall be in accordance with Figures Al03.l(1) and Al03.l(2)
and Sections A103.2 through A103.5.
A103.2 Boarding sheet material. The boarding sheet mate-
rial shall be cut to fit the door or window opening neatly or
shall be cut to provide an equal overlap at the perimeter of the
door or window.
A103.3 Windows. The window shall be opened to allow the
carriage bolt to pass through or the window sash shall be
removed and stored. The 2-inch by 4-inch (51 mm by 102
rnm) strong back framing material shall be cut minimum 2
inches (51 mm) wider than the window opening and shall be
placed on the inside of the window opening 6 inches (152
mm) minimum above the bottom and below the top of the
2018 IPMCO CODE ANd COMMENTARY
window opening. The framing :rnd boarding shall be pre-
drilled. The assembly shall be aligned and the bolts, washers
and nuts shall be installed and secured.
A103.4 Door walls. The door opening shall be framed with
minimum 2-inch by 4-inch (51 mm by 102 mm) framing
material secured at the entire perimeter and vertical members
at a maximum of 24 inches (610 mm) on center. Blocking
shall also be secured at a maximum of 48 inches (1219 mm)
on center vertically. Boarding sheet material shall be secured
with screws and nails alternating every 6 inches (152 mm) on
center.
A103.5 Doors. Doors shall be secured by the same method as
for windows or door openings. One door to the structure shall
be available for authorized entry and shall be secured and
locked in an approved manner.
A104
REFERENCED STANDARD
IBC-18 Intemational Building Code Al02.l,
A.102.2,l.102.3
APPENDIX A.1
REPRODUCNON OR DISTruALITION IS A VIOUTION OTEEFEDEML@PYruGHT ACT ANDME LICENSEAGUilEM. AND SUBJECTTO CIVILAND CIMINAL PENALTESTHEruWDER
rw977673
APPENDIX A
12
6"
2 INCH x 4 lNcH EDGE BLOCKING
EITHER HORIZONTALTY OR VERTICALLY
ALONG EDGE OF EACH SHEET OF
PLYWOOO OR OSB.
2 INCH x 4 INCH STUDS
SPACED 24 INCHES ON CENTER
3/a" carriage bolts.
Bolts shall be long enough to extend from the
exterior plywood through the interior plywood
and strong backs and fastened from the interior
a nut.
%'CDX plywood or
performance-rated OSB.
x 4" strong backs
Window frame
x 4" strong backs
3/e" carriage bolts.
Bolts shall be long enough to extend from the
exterior plywood through the interior plywood
and strong backs and fastened from the interior
with a nut.
FTGURE Al03.r(1)
BOARDING OF DOOB OR WNDOW
% INCH CDX PLWVOOO OR PERFORMANCE.RATED OBS SHALL BE SECURED
rO HEADER, BSE PLATE, STUDS, STILES, AND EDGE BLOCKING USING ALTERNATE
AND NAILS AT A MAXIMUM OF 6 INCHES O.C
2 INCH x 4 INCH HEADER
2 INCH x 4 INCH STILE
DOOR WALL FRAME
INCH x 4 INCH BASE PLATE
FTGURE 4103.1(2)
BOARDING OF DOOR WALL
2018 IPMC. CODE ANd COMMENTARY
Agt€mo! ulh ICC No flrths r+rcdu.tior. no ltnh.r reprodudonr by sy third p:ny. o, difibuuotr .ulho@d Sind. ur onty. copyhg sd nllsbrkinS prohibkd. NY UNAUTHOruZED
UPRODUCTION OR DIMBMON $ A VIOUTION OFTHE FEDERAL@PRCHTACT ANDTHE LICENSEAGREWEM, ANDSUBJEOTO CIVIL ANDCruMINAL PENALNB MEREUNDER
APPENDIX A.2
For Sl: 1 inch = 25 4 mm
t@977673
January 11,2024
Jessica Creen
Broadview Washington QOF
13027 6th Ave NW
Seattle, WA 98]'17
610 Washington Ave, Building 3
Report of Structural Findings
5lO Washington Ave
Bremerton, WA 98337
Project #23014
Dear Ms. Creen,
As requested, WSW Engineering has observed and evaluated Building 3 at 610 Washington
Ave in Bremerton, Washington and developed this report of our findings and
recommendations. Based on our evaluation, it is our opinion that the building is not currently
safe for occupancy due to extensive damage to the foundation. lt is our opinion that the
foundation damage was initiated by the 2OO1 Nisqually Earthquake and has been
progressively worsening since. ln addition, recent modifications to the decks were observed
to be improperly constructed and in generally poor condition. We are recommending that
the Owner implement retrofits and repairs throughout as necessary to restore the building
to a safe condition prior to occupancy.
Site Observation
WSW Engineering visited the building site on December 8, 2023from 9:3oam to'lO:2Oam to
observe and evaluate the condition of the existing foundation system as well as the condition
of the existing elevated decks. Tides were fairly high on December 8 with a low tide of +6.Oft
at 7:Olam and a high tide of +.l1.5ft at 1:1opm. Access to the outer foundations and framing
was limited.
Our evaluation started on the northwest side (fig 5) of the building and proceeded to the
south (figs 2, 3). We focused primarily on the condition and stability of the existing concrete
foundations and supported wood decks. Our evaluation was limited to structural life-safety
and did not include any observation of non-structural or serviceability issues, nor does our
observation include the two-story wood superstructure.
It is our understanding that the building has been and remains unoccupied.
Findings
Primary Structure
We observed many concrete piers with moderate to severe cracking, visible rust, spalling,
and loss of section. The damaged piers (figs 30-33) were primarily on the east side (water
side) of the building. The west side, with a long north-south concrete retaining wall was
much less affected. An existing 'chimney' pier (figs 6-21) with corbels in the approximate
center of the building also showed severe cracking, rusting, and spalling. The west corbel is
showing severe cracks indicative of an ongoing bearing failure, probably initiated by a large
crack in the wall. On the south side, a newer sonotube pier (figs 26-29l, was installed,
apparently due to some issue with the original adjacent pier. This newer pier also has severe
WSW ENCINEERINC PO BOX lr6'/8, BATNBRTDCE iSLAND V/A 98110 | (206) 402-2906
6'10 Washington Ave Bldg.3 Report of Structural Findings January 11,2024
vertical cracking. Concrete on the west side (uphill side) was in generally fair condition and
appeared as would be expected for concrete of this age.
The foundation does not appear to have a lateral resisting system on the east elevation
(water side) to resist shaking in the north-south direction. As discussed below, this is the likely
explanation for the concentration of damage to the east.
ln addition to the concrete damage described above, we observed that there generally was
minimal positive connection between the concrete and the wood structure above. At
conditions where the structure has been more recently modified, there was typically no
connection between concrete and wood, and no connection between wood posts and
beams. Posts, shims, and blocks were observed to be ill-fitting and generally ineffective.
Where a post-base was observed, it was severely corroded and ineffective.
Decks
Two wood decks were observed during our visit, an elevated deck over the water to the east
supported on pilings, and an entry deck to the south supported on concrete walls. Both
decks appeared to have been recently modified.
East Elevoted Deck
The east deck (partially visible in fig 2) is supported both on wood posts and on braces to the
primary concrete house piers. 2" nominal diagonal braces are installed between the posts for
stability. Both the posts and braces were observed to be in very poor condition, both with
wood deterioration and with steel hardware corrosion. The deck framing above was not
accessible but was observed from a distance. The framing was observed to be severely
discolored, but we were unable to determine the cause.
The deck posts are supported on circular concrete piles protruding above the sand, but
underwater at higher tides. Both the post base connection and concrete condition were not
visible during this visit, but were observed during our pre-proposal visit in July. The condition
of both were observed to be very poor with severe wood and concrete deterioration.
South Entry Deck
The south deck (figs 22-25) was observed to be poorly constructed with few positive
connections between members and no visible anchorage to the supporting concrete walls.
The wood appears to be in fair to poor condition with some evidence of water damage
throughout. The sand supporting the foundation walls have been scoured over time and are
completely undermined in places. We observed evidence of ongoing settlement in the walls
with diagonal cracking throughout.
Nisqually Earthquake
Based on our observations and findings, it our opinion that much of the concrete damage
initially occured during the Nisqually Quake in 2OOl, and has since been worsening. The
damage appears consistent with the seismic event (USCS lntensity Vl, strong shaking, light
damage, O.l2 PSA reported in Bremerton). This level of shaking is described by the USCS as
"Felt by all, and many are frightened. Some heaqy furniture is moved; a few instances of
fallen plaster occur. Damage is slight." See Appendix B for USGS Nisqually reference
information.
2ot 4
WSW ENGINEERINC po BOX ]1678, BATNBRTDCE iSLAr.tD V/A 98il0 | (206) 402-2906
610 Washington Ave Bldg.3 Report of Structural Findings )anuary11,2024
The damage is characterized by large open vertical cracking on concrete columns, piers, and
walls caused by extreme bending stresses during shaking. While modern buildings are
reinforced to prevent this damage, the age of this building means that no such
reinforcement is likely to be present. Once the cracks were started, the concrete had minimal
residualstrength and continued to fracture and open under much lighter stresses.
The ability for the building to resist another earthquake of a similar magnitude is
questionable. Given that current design seismic events in the region far exceed the Nisqually
shaking intensity, seismic strengthening retrofits should be strongly considered.
Recommendations
Our recommendations to restore the building to a safely occupiable condition are as follows:
Seismic Retrofitting
'1. Retrofit the building to provide lateral resistance in the north-south direction on the
east elevation. Retrofits would likely be constructed using steel bracing between new
piers on the east elevation of the building.
2. lmprove connections between the foundation and the wood framing to ensure
adequate strength to resist seismic forces.3. Retrofitting should be performed in accordance with the recommendations of the
American Society of Civil Enginners (ASCE) published in the standard "Seismic
Evaluation and Retrofit of Existing Buildings", ANSI/SEl 41.
Concrete Piers and 'Chimney'
L Retrofit or replace the existing damaged piers and 'chimney'. lt is likely that repair will
not be feasible in many cases and full replacement will be required.
East and South Decks
l. Remove and replace deteriorated wood framing and framing connectors.
2. Add positive connections between wood members and an anchorage between wood
members and concrete supports.3. Remove and replace the east deck posts and bracing with new structure suitable for
the marine environment. Engage a testing agency to evaluate the subsurface
condition of the deck piers and their adequacy for re-use. Replace if necessary.
4. Underpin the scoured footings supporting the south deck. Repair spalling and
corrosion damage.
Consulting
'1. Engage a licensed Ceotechnical Engineer to evaluate the site and provide
recommendations for the capacity of existing footings as well as for the capacity and
installation of new footings, pilings, and underpin piles.
2. Engage a material testing agency to test the strength of the existing concrete.3. Engage a licensed Architect to consult on planning, zoning, environmental and other
non-structural issues, and to coordinate with the Building Official.
4. We strongly recommend engaging consultants and contractors with specific
experience working in marine environments.
3of4
WSW ENGINEERING po Box lr678, BATNBRTDCE rSLAr'lD, WA 9Blt0 | (206) 402-2906
61O Washington Ave Bldg.3 Report of Structural Findings January 11,2024
Unfortunately, based on our observations and findings, it is our opinion that Building 3 in not
structurally safe for occupation in its current state. With your permission, we have notified
the City of Bremerton of our findings and will be submitting this report to the City in
response to the open permit comments (requested by the city). Please feel free to contact
us with any questions or concerns.
Sincerely,
aa
Bill Williams, P.E., S.E.
Owner, Principal
WSW Engineering PLLC
01/1 1/2024
4of4
WSW ENGINEERING PO BOx ll57B, BATNBRTDCE ,SLAt,lD. V/A 98ll0 | (206) 402-2906
AppeNotx A: FrcuRES
WSW ENGINEERING PO tsox ll6'/8, tsAtNBptDC: srAND, V/A 98ilo | (206) 402-2906
T
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PRIMARY STRUCTURE
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EAST DECK
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SOUTH
DECK
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Concrete in fair condition
I Concrete in poor condition, footings undermined & settling
I Repair and retrofit is likely feasible.
Concrete in very poor condition, significant structural damage
Feasibility of repair and retrofit is questionable. Replacement
may be required.
Concrete in very poor condition, major structural damage. lt is
likely not feasible to retrofit. Replacement is likely required.
Fig 1: Layout and Reference Plan.
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Fig 2: Overview viewed from south
Fig 3: Overview of deck foundations. The sand is no longer adequately supporting the walls
due to scouring erosion and significant distress is apparent likely from the resulting settle-
ment.
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Fig 4: Foundations viewed from the south
Fig 5: Foundations viewed from the north
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Fig 6: Original chimney foundation with con- Fig 7: Opposite side
bels on near and far side. The entire chimneystructure is in very poor condition.
Fig 8: Numerous cracks inside the chimney, Fig 9:Typical crack. Large opening, sharp
along all sides and across the slab above. edges, rust visible. Likely closing and
re-opening conti nuously.
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Fig 1O: Cracks at corners, commonly due tosettlement and/or seism ic activity.
Fig 11: Cracks at corners.
Fig 13: Severe cracking of the west corbel.
These cracks continue into the corners of the
wall. Previous patches have been attempted,
but hav not stopped the progression of the
cracks.
Fig12: Cracks in slab above
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15: Cracks in west corbel.
IFig'Fig 14: Cracks in west corbel
Fig 16: Patched diagonal cracking in wall
lintel. These do not appear to have reopened
This is likely damage from seismic activity.
Fig17: Patched cracks in the east corbel.
Some re-opening, but not as severe as the
west corbel.
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ly supporting the framing around the chi
ney openrng.
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Fig 19: Moderate cracking on north side of
the west corbel.
Fig2l: Wood framing ledger on north side
of chimney with water damage, and existing
anchors are severely rusted.
Fig20: Cracking on the west corbel bearing
surface.
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Fig22: Deck beam with no base or cap
connectors. Visibly out of plumb. No posi-
tive connections visible for any of the wood
framing.
Fig23: Bearing condition at pilaster. The
squash block is not positively connected tothe wall or beam, and is visibly tilted and out
of plumb.
Fig24'. Deck post not fully supported,
plumb, and without positive connecti
the concrete.
out of
on to
Fig25: Wood posts, severe water damage at
base. No positive connection to the concrete.
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Fig26: Original pier and later sonotube
pier. The house is no longer bearing on the
original wall/pilaster. The wood post on the
sonotube pilaster has missing/damaged
hardware and is visibly out of plumb.
Fig27: Concrete deterioration below the
highwater line, particularly on the older
square pilaster.
Fig28: Severe cracking of sonotube pilaster
Vertical cracks likely indicate inadequare
reinforcing.
Fig29: Severely rusted base hardware, no
cap hardware.
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Fig 3O: Severe cracking of pilaster #5a
Fig32: Moderate cracking and concrete de-
terioration in pilasters #13 .
Fig 31: Closer view of pilaster #5a
Fig 33: Severe cracking of pilaster #.l5. Ver-
tical cracking with shifting faces indicating
pa rtia lly loose concrete.
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49'N
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Macroseismic lntensity Map USGS
ShakeMap: Puget Sound region, Washington
Feb 28, 2001 18:54:32 UTC M6.8 N47.15 WL22.73 Depth: 51.8km lD:uw10530748
124"W 123"W L22"W 121'W125'W
Scale based on Worden et al. (2012)
A Seismic lnstrument o Reported lntensity
120'W
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SHAKING Not felt Weak Light Moderate Strong Very strong Severe Violent Extreme
DAMAGE None None None Very light Light Moderate Moderate/heavy Heavy Very heavy
PGA(%g)<0.0464 0.297 2.76 6.2 11.5 2 r..5 40.7 74.7 >139
PGV(cm/s)<0.0215 0. r.35 t.4l 4.65 9.64 20 4t.4 85,8 >178
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Level
Abbreviated Description
Not felt except by a very few under especially favorable conditions.
Felt only by a few persons at rest, especially on upper floors of build-
ings. Delicately suspended objects may swing.
Felt quite noticeably by persons indoors, especially on upper floors
of buildings. Many people do not recognize it as an earthquake.
Standing motor cars may rock slightly. Vibration similar to the pass-
ing of a truck. Duration estimated.
Felt indoors by many, outdoors by few during the day. At night,
some awakened. Dishes, windows, doors disturbed; walls make
cracking sound. Sensation like heavy truck striking building. Stand-
ing motor cars rocked noticeably.
Felt by nearly everyone; many awakened. some dishes, windows
broken. Unstable objects overturned. Pendulum clocks may stop.
VI Felt by all, many frightened. Some hear4y furniture moved; a few
instances of fallen plaster. Damage slight.
Damage negligible in buildings of good design and construction;
slight to moderate in well-built ordinary structures; considerable
damage in poorly built or badly designed structures; some chim-
neys broken.
Damage slight in specially designed structures; considerable dam-
age in ordinary substantial buildings with partial collapse. Damage
great in poorly built structures. Fall of chimneys, factory stacks, col-
umns, monuments, walls. Hear4y furniture overturned.
Damage considerable in specially designed structures; well-de-
signed frame structures thrown out of plumb. Damage great in
substantial buildings, with partial collapse. Buildings shifted off
foundations.
Some well-built wooden structures destroyed; most masonry and
frame structures destroyed with foundations. Rail bent.
Few, if any (masonry) structures remain standing. Bridges de-
stroyed. Rails bent greatly.
Damage total. Lines of sight and level are distorted. Objects thrown
into the air.
Reproduced From:
U.S. Deportment of the lnterior I U.S. Oeologicol Survey
U R L: h tt p. //p u b s d o to. u s g s. g ou/p u b s/g i p/e o r t h q 4/s eve r i tyg i p. h t m I
Poge Contoct lnformotion. OS Pubs Web Contoct
Poge Lost Modified: Fridoy, O5-Nov-2O2170.33:41 EDT
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Department of Comm unity Development
PhysicalAddress: 345 6th Sfreef, Suite 600
Mailing Address: 345 N Streef, Suite 100
'f :;:{;:;Y2:::,7;"2i3
Fax: 360-473-5278
I a n. Coe n @c i. b re m e rto n. w a. u s
Coen, Code Enforcement
October 12,2023
Broadview Washington Qualifi ed
Opportunity Fund
13027 6ft Ave NW
Seattle, WA 98177
Re: 610 Washington Building 3,
File #C22 0819
A STOP WORK order was at 610 Washington Building 3; as part of that Stop Work, you were
to apply for a permit, provide all requested documents, and request inspections.
According to our records, your application for a building permit has expired and is still
missing an Engineering report.
Please visit the application portal (h!trr$://rvn'n.bremertonwa.gor'/307/C)nline-Permittins-
Insrrection) and provide any missing documents no later than October 2612023 to avoid further
Code Enforcement Action.
If you have any questions or need assistance, you may contact the Permit Technician Tara at
(3 60)-47 3 -5244 or by email tara. or'r'en sb,v i0 q i, brent erto n. w a. tr s.
Ian Coen
Code Enforcement Officer
cc: file
Ian Coen
From:
Sent:
To:
Cc:
Stuart Anderson
Friday, October 6,2023 4:39 PM
Dennis Kirkpatrick
donaldrominel@gmail.com; manager@broadviewpropertygroup.com; Delaine Rutt; Bill
Williams; Kelli LamberU lan Coen; Roper Benitez
RE: Correction Notice for Plan Review BB22 01091 - 610 Washington Ave Ste.3 (Replace
Existing 2 Story Deck)
Subject:
Dennis, Would you please let the owner or owner's representative know that we will turn this over to our Code
Enforcement Department and will begin action up to and including Hearing Examiner process? Thank you
From: Dennis Kirkpatrick <dennis@kirkpatrickarchitects.com>
Sent: Friday, October 6,2023 4:33 PM
To: Roper Ben itez < Ro per. Ben itez@ci. bremerto n.wa. us>
Cc: donaldrominel@gmail.com; manager@broadviewpropertygroup.com; Delaine Rutt <delaine1939@comcast.net>;
BillWilliams <williams@wsweng.com>; Stuart Anderson <Stuart.Anderson@ci.bremerton.wa.us>; Kelli Lambert
<Kelli.Lambert@ci.bremerton.wa.us>; lan Coen <lan.Coen@ci.bremerton.wa.us>
Subject: Re: Correction Notice for Plan Review BB22 01091 - 610 Washington Ave Ste.3 (Replace Existing 2 Story Deck)
{11iir,(}i!.This email originated from outside of the organization. Do not click links oropen attachments unlessyou recognize
the sender and know the content is safe.
Roper,
After our meeting at 610 Washington Avenue, Bill Williams, PE, Structural Engineer sent a Proposal for Engineering
Services to the Property Owner, Jessica Green, dated July 17,2023. He has not received a Response to date and no work
has commenced. ln addition, we have not been engaged to provide Permit Coordination for this Project.
Dennis Kirkpatrick
Kirkpatrick & Associates, lnc. PS
876 NE Vineyard Lane
Bainbridge lsland, WA 98110
206.963.7037
On Oct 6,2023, al2:,28 PM, Roper Benitez <Roper.Benitez@ci.bremerton.wa.us> wrote:
Hello,
We wanted to touch base with you and get a status in regards to your building permit application for
replacing the 2 story deck. We had sent a correction notice on Decembet L6th'2022 and have not
received any response from you. Our last conversation was with your Architect Dennis Kirkpatrick and
how he was preparing to generate plans that would have structural engineering involved. Please see
attached Review Comments previously sent and let us know if you have any questions.
Revisions will need to be uploaded directly into your SmartGov portal account and in pdf file
format. Citv of Bremerton WA Public Portal (smartgovcommunitv.com)
1
,..*\..
J,".r" email DCDPermits@clremerton.wa.us if you have any questions ..garding resubmittals and
please be sure the building permit number is referenced followed by the job site address.
Thanks,
Roper Benitez
Plons Exominer l/ Building lnspector
City of Bremerton
Office (360) 473-s282
Roper.Benitez@ci.bremerton.wo.us
<image001.jpg>
**lf you would like to contoct the Deportment of Community Development pleose email
dcdpermits@ci.bremerton.wo.us. or individuol stoff members from our DCD Staff Directorv ,
you moy olso call our moin line 360-473-5275. For a complete list of oll City staff please visit
the Citv Stoff Directorv page. The initiot informotion you provide will help determine how best
to ossist you, whether that is through a phone call, emoil, virtuol meeting, or onsite visit.
From: Roper Benitez
Sent: Friday, December L6,202210:26 AM
To: donaldrominel@gmail.com
Cc: Ta ra Owensby <Ta ra.Owensbv@ci. breme rton.wa.us>; Stuart Anderson
<Stuart.Anderson@ci.bremerton.wa.us>; Roberto Medina <Roberto.Medina@ci.bremerton.wa.us>;
Jerry Harrington <Je rry. Ha rri ngton @ci. breme rto n'wa' us>
Subject: Correction Notice for Plan Review BB22 01091- 610 Washington Ave Ste.3 (Replace Existing 2
Story Deck)
Attached please find a Correction Notice for Plan Review BB22 01091- 510 Washington Ave Ste.3
(Replace Existing 2 Story Deck).
Please email DCDPermits@ci.bremerton.wa.us if you have any questions regarding resubmittals and
please be sure the building permit number is referenced followed by the job site address.
Roper Benitez
Plqns Exominer l/ Building lnspector
City of Bremerton
Office (360) 473-5282
Ro per. Be n i tqz Qg!.blerne rtqn1pqJ4
<image00L.jpg>
**lf you would like to contact the Deportment of Community Development please emoil
dcdpermits@ci.bremerton.wa.us. or individuol stoff members from our DCD Stoff Directorv ,
you moy also call our moin line 360-473-5275, For o complete list of oll City staff pleose visit
2
Revisions will need to be uploaded directly into your SmartGov portal account and files need to be in
PDF fite format. Citv of Bremerton WA Public Portal (smartgovcommunitv.com)
.-\\
the Citv Staff Directorv in".The initiat informotion you provide witt hetp determine how best
to ossist you, whether thot is through o phone coll, email, virtual meeting, or onsite visit.
<12.76.22_Plan Review Comments - BB22 01091'pdf>
3
C!TY OF
BnrmeRroN
DEPARTMENT OF COMMUNITY DEVELOPMENT
GITY OF BREMERTON
STOP WORK ORDER
6to fibslno h,'tLOCATION :
This structure has been inspected and the following VIOLATIONS of the City Laws and
Ordinances have been found:
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-
THIS STOP WORK ORDER IS EFFECTIVE UPON POSTING.
ALL WORK MUST STOP IMMEDIATELY UNLESS OTHERWISE
SPECIFIED BY THE INSPECTOR.
Violation of this Stop Work Order shall constitute a misdemeanor, punishable by
imprisonment in jail for a maximum term fixed by the court of not more than
ninety (90) days, or by a fine in an amount fixed by the court of not more than
one thousand dollars ($1,000.00), or by both such imprisonment and fine per
BMG 1 050
o a// o/eoax
oAiilrssUeo
FOR MORE INFORMATION REGARD!NG THIS STOP WORK ORDER CALL
THE DEPARTMENT OF COMMUNITY DEVELOPTVENT AT 360,473-5275
DO NOT REMOVE OR DEFACE THIS NOTICE
AbJ Q ol
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BROADVI EW WASH I NGTON QUALI Fl ED OPPORTU N lrY FU N D, L.L.C.
604676997
WA LIMITED LIABILITY COMPANY
ACTIVE
13027 6TH AVE NW SEATTLE, WA 981774210, UNITED STATES
13027 5TH AVE NW SEATTLE, WA, 98177, UNITED STATES
1U31t2023
UNITED STATES, WASHI NGTON
1U15t2020
PERPETUAL
Business Name:
UBI Number:
Business Type:
Business Status:
Principal Office Street Address:
Principal Office Mailing Address:
Expiration Date:
Jurisdiction:
Formation/ Registration Date:
Period of Duration:
lnactive Date:
ANY I.AWFUL PURPOSE
Nature of Business:
BUSINESS !NFORMATION
JESSTCA GREEN
13027 6TH AVE NW SEATTLE, WA, 981774210, UNITED STATES
13027 6TH AVE NW SEATTLE, WA 981774210, UNITED STATES
Registered Agent Name:
Street Address:
Mailing Address:
TitIE
GOVERNOR INDIVIDUAL
Back
Governors Type Entlty Name First Name Last Name
JESSTCA GREEN
Filing History Name History Print Return to Business Search
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City of Bremerton
345 - 6th Street, Ste.600
Bremerton, WA 98337
(360) 473-5275
Gomplaint Type:
Complaint Status:
PERM
STOP WORK
cAsE # c22 0819
Date Submifted:
Date Closed:
08t1812022
Location
Street: 610 WASHINGTON AVE SUITE 3
City: BREMERTON St: WA Zip:98337
Location:
Action Note
Photos of SWO posting attached.
Linked File: IMG-4813.JPG
Linked File: IMG-4819.JPG
Linked File: IMG-4818.JPG
Linked File: IMG_4817.JPG
Linked File: IMG_4816.JPG
Linked File: IMG-4820.JPG
Linked File: IMG-481S.JPG
Linked File: IMG-4821.JPG
Linked File: IMG_4814.JPG
** STOP WORK ** Posted for remodeling, deck work and shoreline work
without permits.
Linked File:
BB22 01091 IN REVIEW
Linked File:
Violator lnformation
Address:
Home:Work:lntersection
Nature Of Complaint
** STOP WORK *" Posted for work done along the shoreline, remodel and decking without permits
Complaint Actions
Name:
Action
PHOTOS
TAG
Action Date Due Date
08t18t2022
08t18t2022
o212812023ACTION
cttY oF
BnrmrRroN
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610 Washington 7-23-2025 10-02-03 AM
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610 WASHINGTON AVE BLDG 1
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EROADVIEW WASHINGTON
QUALIFIED OPPORTUNITY
FUND LLC
r32401-3-006-2000
1139145
510 WASHINGTON AVE
BLDG 1 BREMERTOI{ WA
98337
13027 6TH AVE NW,
SEATTLE, WA 98I77
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