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BURWELL ST., 1922
" CITY OF BREMERTON · 239 4th Street · BremertoD; WA 98337 BREMERTON PERMIT CENTER Dec 28, 2000 WITTE RAYMOND 1922 BURWEll BREMERTON WA 98337 SUBJECT: Application No: 00-0664 Site' Address: 1922 BURWEll ST We have received your application and find we do not have the information required to:,process it promptly. 'Please provide the following information ',a.s' sO,on -as 'possible. . . , 1. A) A sjte p1an:is required for your proposed project. A sit,e'i:p;lan:.,~onsi~ts,-of drawing the shape and dime,nsions of th~ pr.oper~yr::sh()~i ng a 11 ex i st i ng structures 'and proposed stru~tur.es,-"'-:(a' sample is enclosed). -Please ,s~bmit as 'soon- as possible so we can continue proces~i~~i:'y~:ur application. Your applic!tiQ~~wiJl'be routed to other' city dep~rtments for review~ During thi~~p.r~~e~~,. additional information may be reques~ed. If further informatiorH\j~s~~r~qu,ired, -the complete application must be resubiilitte~ with the -up~,ted~~ftformation. You will be notified by this department when the ap~r9:v~,11icor d i sa'pprQva 1. dec i s ion has been made. . ~ '::i.,~j.~.""~"~,,,,~ ~~~~ .' . - . _ I If you have~any~qq~$tions regarding this matter, please call me at ( 360) 4 78.:".~.t1.~ ~:i "'r: .: :!,"j , . ~.:~;<'\: '. " Sincerely >:';'( '; . ., ~.: ~.~:).'t ~" ,: . ~~~lPpment Specialist I :t.'t.;t. ,i'.."~,,, , . ':'~'~.~"i~~ .:-; '- >~., * Equal Opportunity Employer * , , . ~'- . - ~ -~ -:;-,--;-, . I .' .. i.. .:-: -;" ;~,:.:t;:<'~.. '.';' :."!" i " -~ r. \ t j J , ~ ~ ~ Contr.actor:: SELF ~ i. ~r '" -.'... ", : ~- :Oesc:.' SHORING fOUNO,HrON OF RENTAL HOUSE' 8. KITCHEN NOOK OF MAIN HOUSE. REPLACING RETAINI~G. 'lit~~~>,' l lk.n"lK :>101()1( :to(OK *-u lI! 11Dk:tC :110101<,:1( iIOIOIOIC* )IOIl :tOK 110101(;'(* )l(lIOIDIOK1/OIOIOUC)I()I()((:I: llOlolOIOk lk'lIOlo(otOIDk llOI:* lU"IOlolC )/('llOlC:<<:+: :IOk :IOK>>: llOioiolOIOfOk ;K'** )/(.t*~: :. :, ' :.:::'. .:: J' 'Valuation * Permit Fees: 97.25 Total Ca-lculated Fee:' .,164.,9~., ':'.' ':./:: ~.. 4-',000.00 )(( Plan Check' Fe,es: 63.21 Additional Fees.: , '.' .90, ' '..\<.'~ t. .'.' * Other-Fees: 4.50 rotalPerm.itFee:. ,"164.96'..";.":"': , 'f' lie llO!! n.n lK-:k.*l!OI: ~1:::(Ok ll< 1lOll ~ llOK.;<< U :lotO!! ** 11\ ~ lKllc:n: *:n n u U :tololololqok lfOII *'101(* l!OK lklUOlct * ~ lk u'* llO/(lk * ik* lK ~ *.*; :U{~*:toK*ltc ik'lk! *_ ',:. t :.: '..f "MEcHANICAL/Pl.lJI'1:l:ING, FIX~S'~-" . -. :'. :.: . .:', ': "':;: ~ " . ,-.: t - : ':. f... " ' f! , .t "p, ,_' ... -oA BREM~RTON_PE~MIT,CENTE~ 286' '4th Strf;JIet. B'remerton. tiA 98337 Phone: C360J. '478-5275 tAX: ,(360) 478-5278 . BUILDING PERMIT : -..:." . t~. ,#'. ..f i:; 'i 'f , .' Job Addr: 192~ BURWELL ST Location: 1922 nU~WELL Sf Parcil N0i j71700'~031-000B Permit No: OO~0664 " Status: ISSUED Ap~lied:- 12/2~/2000 I$sued:'Ol/3~)2001 .Expires:' 07129/~'oO'f '" Applicant: WITTE RAYMOND 1922 BURWELL BRE'MERTON WA 9.8337 ..., 377-7400 Owner::wrlTE. RAYMOND '\ 37'7-7400 1922 BURWELL ST BREM.ERTON WA 90337 Lie :It=: Exp = ,",'1 ....\ '. ,,~ , " >;,:'.,t.':" . .' :,;::'l-'.::' ,--'\:.::.,; , '::\' ." " Iii)!, .' . .. " . '..:':' .. . . , ' ,~...' '~ '. r:... . . : . I :' . ':!". . " '. >>:)!( ~OIOIOIOK lIC:t(lIOIOIOIOl( l!OICK U'),OUC10K lk '40101010(( IloIOIO!C)tO!( :/Ole * U,lf( llOlllK )UC >>: :~oK )101e lIOk'lklf( lK:/( :to/( ** :ta: ** *'lIOIOIOf(lIOk * lIOIC;; ll<llO/lDK ~* *'1f(:(( :u< lIt:l< :Ie:/( lie' . ", :., -::" This permif.'shall beCOl'lie null and void if the building ('\1' woyk authol"izect by this 'peymi''!: i$ not. COtI1flMtnced withiu. , , leO,daYs horn the date of $Uch pennil:.. o\-: if, this buildina 01' woyk autiwYized by auch- pennit, is lilUePenc::lec::l'OY" ' , t.. abandoned at any time afuy the woyk is ~l'lCed -fo'( a PEll'tod of 180 days. \ , \, NOTICE: - It 'is th& reePonSibil i 1::.y of the permit, holdn 1 nOt. the City of Byemeyton 01' Buildi I'l9 offioial' to ,aft , ' ,j, to H. that; l'o!!'quired in~PEleV(:Jns at'e'made. The Pitymit holder f/IU.$t notify the ElUildins Official when Yeady' ~,oY. ,':i i'i1$pections~. Failune of the J.Etrmit holdeI"' tt:I notify the Building .OffiCial of requi~'ed irwpections may r'MlUlt ' " ,/ 'j- ili -the :;s.'toppa..qe of the wo\'k until such t.ime that the pe~'mit holder can sub,.~ntiatEl to the building off,ic~al . i' that'tM C(.Irl(::ea.led work mMts or Etxcftds ~ yEtquiretnerrl:.e. Any deMolition, teetina. or finaneial bUrden shall , ' . ! be bqnw direc'll)' by"the permit holde,'. FiailuYllt to $lJ.bstantiate code yeClUil'ements will indemnify the City , I. .!I98inst, anY anc{all ye$f>onsibility or liability connected with the constl'ucUon. - .,' . j . .. r. he-reby eel'tif)' ''\:.hat '[ have l'ead and examined this peymit and know the same to be tl"Ue' and COr'yec;t. All ~ , ' . .t' proviel.QtlS of )aw~ and ordi'nal1Ce-S'SlOWmins this tYPe of Work will be 1;.omp1'ied with whet hEll' $peci'fied heyein i :ell' not'. The gysndna of a peYfllit c:ft)elll not pyeeume' to sive authoYit)' t.o violate or cancd the Pl'ovisions of ! .arl>:' 'pthel' state ,or local law Yf.'SUlatins constYtJotion or the perfOl'luan:;;e of oonstYtJction. . ., . \ ,', Sub.contr: , , /., ~. ,', 'r .Signatuy.t.;,,_-:.--.-:;,_~_ !. _._' Date=.. r :~... I ceY''\;.i.fy that .r am ex~t fYQm the yequirement.$ of the state corrl:.Yli.\CtOy"s registration law. IJnclet' ,1: .sect~otJ. 3. thaP'l.e~ , " 1M' 'of 19 7. '. 1-,0 . , .- ~::'Si9natUYe:' ~1v . 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',.~"~'",-:~,.;'''' . . . ~ ";l.A't1;rf)~~il6i(~' I f)~~}~rAtJti!" .. . '.' IA.A .:',' , ,~_ I, .- _ . " .', '. :.' '~::;'''' ~A ,I. _ ~ . ? ..... ,I, ~,~,.""..~,l. . . '. .... _ ."'--i:=r...;-__'-_'.....-'__...______w..__ _........;,.__,____,.__.....~_________.:.___..._..._...._______~r..I>tt-----.------' ...7.~...~---~--~------~;------:-;R~~:~-~~~~i~:~~~~~R-------~-::--- \:-- -:--~~:---:c . ,:,.;".:,,'iP:~.r:.Nii.~.',NO ~ ""00,,,;'0664 .,'. . . '.; ".. ;',' .' . . , ...: . '., _ p's,ge': ....... '1' , . ''', ';',: ,~',~~'~:~~:~:~~===.===;;:~~=:-.t~~';.:=;;~:~=:::c::=~.:::.t~':'~.~:~:;:~'~,=~,~~.~.~~.~7=;~=~=:'=~~~=*,=:=:==~:k===='= =,=~:='==i=~==; . , . Job.. Address: "1.9.22 BURWELt_" ST . ..' Ap..pl1.ed,: 1-2/26/20'00 ',: Ass~':Acct No~ 3717006';";02fi:"'0'O08,' .. .' App'foyed~ .01./30/:20'01,: . : ,'Locatj;~)fi: . ~922. '8~~W,ELL. s:r ",' .. Issued: 01./30/200'1:' '. . .. ., .,' .'." APplican:t :', "WT"fl'E R'Ay'MONb: 'Owner: WI-TlE. RAYN-OND , ' ~c'on'tractbr:":. ',S'Elf '" 1 , '--De~cl"'-,iPtiOf1:, '-". . ",' ,. : .' ',~r:tORI-~G FQUNDATION Of 'RENTAL.. HOUSE & K:F.TCHEN, N091<' . . OF' 't1AIN HOUSE". REP~Ac.rN{j, RETAINtNq 'WALL ~.., , ' .' '" ~. Cb~'di:t5:(;ns':~' .'.. -', : .::"1i.,~, LAND 'u$E: 'GON.D.!TION~/COM-Ml;NtS':' , , .,- .'. .'" .NON ~C!NI=ORMn4G WQRK NOT.'. -TO" EXCEED 75% OF 'THE ,VALVE, OF ". " S"r:.RUC'-r:-l,JRES" JAME~ -'COOMBES,." PL.A,NNING' STAFF , ,I_ .' . . , . ,;'~ ,,' . , ; ". ,j "4S, THE .' ~ . ::;<.-:;;.-~.m'it..,H.dl.~~~'S.:'. . ".,.:.,........ ..n. r. ..:..$~gnatur~~ ..'. . ~.~'. "J~'- : ..: " '. ,"' , I. . _ . , " OJ. ":,." . -. . . . . . . ~ ., . , , . Date_~:'. ' /M/Jit--, " . "~.'I" -~.Jf~ . "1.', . , , " ' ,....: I " ' - I~\~I . " II:'~ . . , ", I > , ," , .- , c.:~~~' ~ , ........"1.1.::....., , '. ,~, ",!ii, : / ~.:.' ':'" .. I' , " " ~:, . . . ~ . '" . . . " " ., . ., " ' " '. " " '" ,: 1,. . ,'. ....- " ,'.. . 11, ,,, , -,' " , , .' . 'I. ''-' _ _ ' t . " .!>. ... '. . " " ~ ' . -. '~ . '.. . . : ;~. ~-~ :."'~~ , . '.-- . . . .... , '", .' . " . , " ~. ~ .. . ~ .' . . ~:, " " ' ,:.:' '.. .' :,..",' ,. " ,,::: :?:. . ,'. ',: ';,';'>.::',,:'-:,~>:, ':.:" , " ....... . .' .'. ". ... .', - I ,,,' .~. , l ~ ,;' '-: I' . J . ,: :'.:: ~I ....;.:,,' .'" ':~''':.~:''~:':' ~.:. '~ ',I' . '. , ..... ': "';' . .. , .' .',t. , ':": 0." :' :. '~'. .: . . ," , . M.' . .... ", .,'. . . : ,I, ,:: . 'u'" , ... , . ~~-Jo:,,:.:\:'~.__ ._ '.", .:.... . l.~ T~ " . . I . 'f "'. " ,':' ....... . .' . ..:. ',',' '~'.~ . l "":~ .. . . ", '': . . .' ",' . ". " ,. I '.,' . .' ,:~,~\';\' t.. ~~...~~~~\~ ~~ ~..-' .._..,w.........~__ >; .. I ""'. .... ~ .' . ,'**~.*~******~**~*****.********~******.****~********~**~a*.****~* , " . R~CEIPT :i\;;lf-: '\j:*". ** ;~,t:.l.t;** #.:1': ..tC*,**,****-:.I';.\:;* ** * 4:* *,*:Ir.*i~**1f! -* '*'-*,** * * ~*** *** ***"l' *** **::>Kli<:K. RE:,Ct!JPT NUnlb~)w: 01000082' AIW.)\..tnt ~ " . , {OJ... 75 0:1./3()/01 11: 49 f.\;~yr(Ut.nt M>$tht")tj~ .Cl-'fE,CK NoL'!-tion:.;,,'.W.l:rn::~, R~tY"'IOND Init: JM '. , "IN' . -....____..,.,........"I.oIl.\_........ l""'_....~...... _.,..._-..J.."".....' .................__ ...._. .............-..... ,_..... .~.._.___... "~,_",,,'_"",,,'M _ _.....'.......N..J<- ~~...........,......N...._......_.""......__.... _..... fjt;,-\,"l'O it. No ~ (;0"'-0664 T'.I"J:H'l ~ S!-OG; ,St. DG PE;RM,! T t.-J/MttCH/P Pl'~rce"l 'Me: 3'7:1'l006'.",031-~()(IO$ S.tt~$ A('Jdl"~.7s~j: ,.l,S')i?.:;?' BURWELL. ST l<,~cat.16n; 1. '122 8UF~t,jEU~ ST Total F~.s= 164.96 ''thi~ ,PaY'Il'j-(Hlt. li)l . '7.5 Tot,al N.L 1~"'Il'lt.$: ltA. 96 8alancet .00 **~********.*~**-*****************~~*~~*********~*~************* Account Cod. Description Amount 1.6-~t;?.2 ,ViOl (221 t ) BUILD!NG PERM.! r FEES 34.0-4 1:6'''34$ .8~O(j (4'5$,0) 6tllLDING PLAN CH'ECK FEE~ 6::L~~1 64~-;217 .:13 (0236) Sl fYfE or Wf\ t;URCHARGE 4.5:0 ~~~..~-~--~~~~~~~~~---.-_.,~~~--~~-~-.'---~~----~--~~-~._-~._---------~-~~~.- 8r"Q" '....,..~>> '1~.... .,\\:,., . :'. ''1<0. ~ . , : ~ ',' \.' .~j11::1!lflh!l} . , '. ," ':1.,. .. ....,.r 'f~' ;.r'J.: ~~~~..:~..",~ ; ,\ 1 ,~::.. CITY OF BREMERTON · 239 4th Street · Bremerton, WA 98337 CITY, OF BR.EMER.T,ON DEPARTMENT OF COMMUNITY DEVE~OPMENT 'Jan 29, 2001 W ITTE RAYMOND 1922 BURWELL BREMERTON WA 98337 SUBJECT: Application No: 00-0664 Site Address: 1922 BURWEll ST Your building permit. for the above site address is ready to issue. The balance due is $ 101.75. Permit Center office' hours are from 8,:00 a.m. to 5:00 p.m., Monday through Friday. Please contact me.at '(360) 478-5275 if you have any questions. Sincerely, , ~~~evelopment Specialist * Equal Opportunity Employer * BREMERTON.'PERMI~ '.CENTER '. 286 4t.h' St.reet." Bremert.on~' 14A ,98337 '" F!hone:. (360) '478-.5275 ,FAX:'" (360) 478~5278 .BUILDING PERMIT ,- ,;, Job Addr: ,1922 BURWELL, ST '. Location: 1922 BURWELL $1 Pa reel No;: 3'717006~031- 0008 " Appl.iC,Hlt:, WITTE, RAYMONO ' :'.' 377-7400 '1922 ~URWELL BREMERTON LilA 98337 Owner { WI1 TE RAYMONO 377-7400 1922 8URWELL ST BREMERTON WA 98337 Permit No: 00-0664 Status: PENOING Applied~ 12/26/2000 Issued~ Expires: " contractori SELF' . . . - Lic .jf:= Exp: Subcon'Lr= ,<! ~ , " ,pe.sc,~,:"~,tlQB.1:~G,,J_b,PNqfnI,Qi~. Of RENT0L. HQI,JSE &' KITCHEN NQQK Of MAIN HOUSf. REPLACING RETAINING WALL. ~ **********************************.~********************************************************* Val~at.i'~n '.:* : . Permit f-.ees'~' 97.25 Total Calculated Fee: 164 _ 96 r,,:,,: ''4,.000,,00 " ~:,'Plan Check' Fees: 63'.21 Add'itional Fees; .00 'i ",'..,'..*..' Other'Fe'es'~, 4.50 Total Permit fee~ 164.96 ******~*~*~~~******~*************~*****************************~***************************** i'1ECHA~ICAL/Pl.UMBiNG FIXTURE$-- ", " , fiLe t \ 0' D ( , *~******************************** *********************.*********************** *********** .. . .' ..." '.'., .:: . . . .This peYloU', shall ,become null and void if the building Ot woy k authoYized by this peymit is not commenc . within 180, (.1a)'s fnJm t.he datl? of such peymit. oy it th),s' buildi ng oy woyk authoYized by such pp.ymit is suspended Ot' abandoned ~t ;any time gafter. the wo'(k is commenced tOY 'a peYiod of 180 days. NOTICE,.',- r-l: is the n~spon~ibility of the> ~enl11t holdey. 'not the City of Br,~illey"ton oy Building 'officiai to see - - . - ..... ...... . ... ":~ to' it, th;;l.'t; yp,quiYf;l!J ,inspec<+'-~C!.[1s .il).Ye. 'mad~. The, peymit holdey must notify the BuiJdins Offidal when ready.fo',' ........" }nspection$. ,Failul'Ei~ of the peYfl)it hold~y to not,ify the Bu ildins Official 'of yequi yed insr;:.ections rn;,ay yesult -.:. ,'~n tlw,s:l~ppa:8e.of i;he W01'" until such tim~ that the peymit holr:ley can substantiat~ to'the buildil19 official :Lhat,the.conce>aled woyk ms&ts OY exce<<:ls coee yequiyements. Any demol.ition, tE'stil19', oy financial burden shad 1 , be..l:1om~~ direc:tly by th~ peymi t' holdey. " Fai1uye tCJ substantia.ta code yequi yements will indemnify' the City .asainst Ol\lY at1d..aU ,Ye&~on$i,bili ty OY lia.bili ty connected with the const'ruction,' " , , , ~ ,b~ret:;.y" c,ey.,t,J'fy'that,"l hi;'lye ,Yea'; and examined this peymit and know ,the same to be tyue and cone>ct. All ,pmvisions of"la.ws' aDd oYdinances sov~min9 this. tYPf:> of WOt k wiD b~ cornplie.d with whethey specifie>d ,heyein 'OJ> not..... ~ T/')e ~lYaYJti nS) of a pp.l"mi t doe,:iJ not:. p yesume to '9i ve. au thoYi ty to. violate Oy' cancel the p yovisions of any l'J-I:he:r ..'\.t.s.:te ,9Y loc;:al law rl:lglAlating constyuc:'l:.ion oy the pe>yfoymance uf constyuction. " '.....Sis.natl,l'(e:, " '-. ;': ,; " I)ate~ ' , I ceyti fy that I, am exempt t t'om i.~he' Yequfn~ment$ of the st.ate co.:lnhacb::,y'$' Ye~jistYation law. undey .Section "'l. Cha~teY, J 29. . laws o;f 1967. t"'-:-~"-"'" Si9natuYe~ " ***~~=**~.****~************ P~rmit Center--ApprDV~d' BY:_ " Date:_ oa~.f4 jii-:-- . 't~^i"';:'~:\\~" ..,:;,~ t' ,,'t '.", ..' .... ' '":-" ~f~~ ..~~.:~;..~; .: ~ ':'l"':' "~",l'1\''''''lf', '" !':\~f.l~\<"~'::;,;,~tl,"'~, . .. . " !"; i : ,BREMERTON PERMIT.CENTER . -:. :i,..' , 286. 4tf! . $,t,reet,' , 'SreffltJrton", ~ 98337, , 'ppJwne: (.360)' 478-5275, ,FAX:, (360) '478-5278 . 11" ..., , ":,i,~,',, , :,..~",,', ,,' ,J"':, ,.' ';' .- ,~UIL~;~,N.,G pERMlr~, . ,: " .Jtjp' Ad.dr': ~922' ~'~RWELL ST, ' , ":" Loc:'ati.on: 1922, ~URWELL 'SoT ' , ":' ' ,pare.al No = .37170,06;'<0,:31 :"0008 . '" ,. ,', .,' " ,': r' ", ,'.': ','APp.lic.ant:' W,I-TTE RAVt10NO ..' . ,- ,',:377-74"0'0 , " ")),:~t,;,. <PJ22: BURWELL' BREHERro~ WA 98337 ' , ;:.,~!'!h/.}: ''-''1".:1.,,,'" :O.-r ',: WITTE RAYMOND, , ,'.. " 3:77-7400. '::',:.',;,1~~:::''-::,', ~~92,2 BURWELL ST BR'EH~~TON,"WA 98337 PermIt' No: -Status: App lied: Issued: E)(p'~res : 00-0664 PENDING ""m''';':J!.:~, 12/26/2009 ' ", '.. ,... " " ,: '" " Co-n.t't:attQr ':., SELF. ~ . ..' . , , ' Lic, ft.: Exp:" ;., . " ';, ~ ',:, 'Sub,con-t.'r ': '" ' ' . \ I - . ~ I ,', ::):Oesc~', SHORING, POUNPATI.QN OF RENTAl.. .HOUSE. & :MITCHEN' NOOK ,OF' MAIN -HOUSE. 'REPLACING RETA,INXN'G' W,AL~:'. , "\-" ,'", .- ",' , . ' ' ' " ", ;::>1~1~*'l!l ~ ** lIOk***~**~)j(* lj(lK* ~lfC~* n.lf:,* *)j(*~*'~**** *~'ll!*"'*** ***** * **:f*lK*lk*lk***~ lkniKlloK~*** **' iK*~*-(K,~~'!~~~~~,~;~;,i Ii:"~ " , :'.' :' ,\....,..... . Va~u,a,t;'ion . ,*, , "P,ermit 'fees: '97 _ 2,5 ' " Total Calculated Fee: ,,' "':H-..t,~4'ii'~~~i~)':i: . ,7\, ,.,'. 1 '. t '. dd'" 1 ~ .1",.l:'.'('.~!?:.'~,\I,l.'r".\\J /., ", " ' '.. ,; .-.' 4 "O,OO~ ,0'0, ,1( p, an ChecK, Fees:' ". 63.21 .- A. ' .1 hona Fees:, ' "';'::':"~,~..~(w;Q,fJ:', :': , ,."".,..,,, '" ,lie' ,':'t1t:her,'fees: '4.50 Total Permit 'Fee:" .' 16:4_:96 \,,!-,,:{: · '::;:,:~':~:lj:~***** *~~**,1\!I~lf<**1t,*~::t*:.*lK*U,*,~:***lIi*lIl*'**lK*~*~*llOKi'* .lK~~* ***.lK~****lk * *******i* *'~.lK*.*~~*it;~, J!;'\~ ", 'M&:Cl:iANlCAI.:/PLlJ\Y$INa FIXTllRE5-- " ' ' ',:.: :, ' 1;',' ''': ,'~ ',' . . . ~..' ."~"~~~J.. '\,. ',..' "" '\)'(:' D' ,,' ' ',' . " ., ,:" . '. "~,~~:,:" .,:\,;', : ~" ,',t),.,. .' :. ( " , ',' /. .. ,', : " ' , ' . ':, ',:: ./l'\' """', "~:'~,:~!, ****~'*i!(*!IC.* ~'U*~U::l(~ll1l1(*l\(lIOf('****** n 'n*~ *****,*:!oj(:~<lkiK***:IOK~* *~*,~**-***'*lIOK***** ~lkl\(*n'l!('lI('~ ~~'*~**'li(~: ~ ; :,;.- , '. ':'Th~fIi fie:i1lli~ ~s~i~ 'I:.ie~ null arid v.oid if'~ buildirlGt 01" ooYk lWthoyiucl by -this permit. is ~t' ~'Ofl'II1\t!-~d ~i~h:i.~': ',:'~;,.., ,:-"i80,~>,s.froril','~he ~~ of such P~Ymit'. ,~? if t.hl J:?I:I:.ildiY1l;! 01" wo~k,,~-t'hoYi%edb):' ~ch P6tYmit., i'$ Sl.!sP~;o't.:--:<..?,~" ':":":< ',,:.~~:~~Md at ~1"1Yti~'afteY t~ work f~ c6l'llmenced foy"a peYiod of,'lSO day.';9":' '. ' , ' ;',' ._~,< ....,:;' ',,: ~':'-,'~~ ".~ ..',' '-.~"':"':~" . I, . 0" '. . ~ " . " _",." ~::':t"_~.'.I,;.,J:'.~:.'; '.". NOT-ICE:-":ri .is'.-t.he yespoMibility of the pel"mit. holder.. 'ngt ',the 'CHy-of ~l"emert.ort'C!r'au'ildin$rOf~icial' to'S" '!',,''',:: "",,; ',;: .. to, it, thirn: ~.'ciuil"ed i~edtilons aye, riladtt,~, . The pe-rmXt ,holdeY must. notify tlie"Bl.Iilding Off'icial" whGtn .'t~dy f.OY' 'i ',":", : :':;;':'~.. I " I, ..' , . -. .' '." . . ". ''\. . ":." 'Ia" "': :" ''it:1$Pect..ioris:.'; 'Fl'idluye' of 'the pel"mit hol-der' t;o ncrt.ify.the Blri.1ctins Offic:l:ail' o,f. 'yequir.ed inepe6t'iol'1$ may' yesl:i,u ; ,;' ;' ,: :'. .'}:::' ,.... '::.''in';.tJl$' st.oP.p.~ of'" ~he W6Yk until ~h 't.ime t.hat the' permit' hoi~,r cal'l' substantiate ,~"t.he building 'official. ':,':,,' "; :':',:::-,,'f, , ," '..tli2it"ttie' ~.l?~~~'~.Yl;;' mee1:,~ or'e~~'code Ye~iY_ntE;'. . A~ demOl:l.tiqr..... ,,~tinsJ. ot' f,inancial,'~Yden",SI~~l1-:", .":,:;;'''Jlf, "....',.;'l':Je bOYfW"'diiecUy by, the' P9l"l1lit' hOldeY. , Failure '1::0 ~bst.antilil;tJe cOcb' yequty.emenb; ,-Will i'f'ldenm,if,y :\the CitY, ..' ':" , ,; ~ :':".;;',,:,''- '-', '.as-inst :ei~;i :and al'l'-',Yel;lj.?~ibility '~y. liability' ~ed wit:t/the cX,mt,y.uc-b9n~" '" ""':~' '.: '.. ,", , . <' ~ :,;>:,,;::<,:;.. ". " ,.' '.... . . . -. '. J~:'~: .". ,"... , ':" . .i/:~:":: r ,. :',. ... : ....:. ";:':~";~~~'~' ":~'~ ,;', ":''l:~i~y' ~e;'t"i'f).>:'that. I, ha~e' yead ~rr.l'(1xam<ineci:thi's ~iy~~~, S,l-d k~': t~"~:'~ bi,.:'t.'~~:,a~';:;;'YY~~ "~'Al~ ~'i,<::';:,~ ,~,~'~";;\\ '~::~ . . . " I ,. r'. . . >'. " ..' r I '. ~ ': .... . II;; ''', "", ;.. ".:', p~.ovi$'.i.p~,', ~t'.: l~s arid' orQil'laY'1C.ea govliln~i TIS this, tyPe" of,' W9l':j(: ~~ l.~_.~,.,,~t~,~ ~~ ~li,',~t:J:ie,:r. ',~~i :fi"~o:;I: _~~~i!i:};.;':;, ':::' '/';rf;~~,Jt ..~:'~.: "d'r'l'l6b,,''''r;~:gYt.''ntiti9 of. 'a ,p,&Ymit' @'s'Y'lOt' Pf.~ t6 9~~ au'lihbit.'l:.Y:,t,p :,y~olat..'::cil;:;.~~~..:.iiiif,p~iW~~~~:':Qf";~'~~/~,~",~i'6,'r}J~.,: '., :..', ~ '.~~.III . : t' .' .... .:.". .: ,'- I, ' ,,' ,"- ~ ,,'T:. .... ..I"L.:~ ..rl', .":i ';:0': ..... ':,~ .':":'~I'''~';},;.r'~.'~::(.'.::fll<l";,,,,;,,~:-'~iS'f'.'..r',1J""::.r~',:' , " ' ,,,~,,'t,!)~~:Y :'$t:a~: ~,"" local ~aw ,yegu-la'\:JrIs"t:~,rl,l~ion .or, ;the,'~f:i>lp"foYo~~~' ',of"',;Cc),~~,y"'!.~'&,~,~1:l,~:'.,, ~:., ~':"::'~:"{;:',::::;"'''.')~'~:~(;:;:/~:~:1~'.:;1~;:i~,.ii:"~ , '., ;:;~~~;;.,. ',,/~.:,,;.,,: ..' "',',' .: " .:..:t;'<:~~;.. \..S.?:,j';,,~~:.:;'~?;t':";;;"~':~~~~J1:\~~~~~ ,',,:'; ;~ '.~yt:lf,~" t.~~ '~':.~: e:i<e,l'f1pt f'y.(:J<<i t~, l".qU.iY~4tnt:'$ of ..t:he",~t:<<' 'ecintY~ptol"'~'~, '~~i~tYat'i.on"l~~', u~-r-, 0,:",,, ,~<' " ':': : '<' ,:J ';,'}:' , , .~HOr.i' 3'.' Cl1apte,r, ,r26'~, la~ of -1967. :", ".. ,", ' . , ~", '. "....',. ~O t1t.PNlr~ttl4' J f.J:v ' f,J ~ "'- ':"':~:f~tt:~~=~;',,::.:~'/'-':'::'" ..',.." ,._.',', :"'--.:""'~~et~'."': ,,',., '~' ,,' ::,'" :', " ..., ,;,~::",:, , ......~......"""'*............ " .. ;f~;f~ f ,~ ~ aw ,--P; 'I. . P:"~~~ C~ni.r~AilproYedBY' '_,D.t..~.rl ~ ,,' .-'f'ttf~ "~'f'lNt..:> " , " ",,' /.-?IJ/~WJ/J;'G, F' , ',", . ' '~I'r-~VIVY~" :.",.'" I r ",', '..: . " :> ,f I"'~ :', ~,., .: :' ,. ~;: ,~. ~..- ~ ", ~ ~. . ,,-'?r'~""'Ijf'~~~ 1:'. -.....~~,.I::~~:"': _. ", ',":,.': ~~~/,:~~~,,:,,~,,<~:~,~.,:,.:,..' '" .' ' " ' ' . " ';" ,.'" e~AEME~"raN ',PERMX-r ,CENTER . ,,/y:. ': .-,:.'.....' ';". ,'2Se.; .'t,h'",St-THt:, B~__rt,on",' WA !*$337 , . ,/~' ...,' . ". -,PhofJ.ft.: (360) 478~'52}f5 ' FAX: (360)' 478-'527S -..T'~" " :",,'" .' " , 'OOI~ri!;NG' 'PERMI.T, " ' ......'::... ~ .T'7..ta'~".. . ...~J.:.., .lob {-tddn '1'22 B!JRW(;;U~ $T '. ' '" ' .. t tI'ca t 101"1 ~ 1922 .-9URilJE'LL $ T p,!irc:;e1 No~: 37l7006-'Q;U -',000,0 ,\"'. -. '~-li. ,A,pp:li'can~, = w,X,irt: :RAYI10NO, 1'22 BURWELL .BR(ME~TON WA 98337 .o.Wlle:/"": vn:riE RAVt1QNtl , 377--.140.0 . ".-i'9g't! f3U~'WELL 51 BREM[RJ9N :W'A '9337 377-740.0 'Per.mit' No: 00-0664., Status: 'PENDING', . """,.,,"', Ap~lied:: 12/26/2000-, h'lt~ued: . Expi rC$': ,; 'Cont'ract'Q.r:r :SE.l,r " U.c' t: Exp: 'fc " :' Subct.:H'It l~:," ' ,~,oe$G ~ '-:SI~OR!N:<a "fOVNOATION OF fo€f.1HAL HOUSE 8. KITCHE.N NOOK or' MAIN HOUSE. REPl,~-CING' RErAlt;lMG . ~AL,L. . lk:,: ~ ll\Ull!.lt~t1t;)K**IUt*li(~."*1/C~ *JtJ:*~.*U:l'*;t;*,*lr:t*,*~*'ll(lIl*~null*)I()1I * '* *:1(:<<* **** ~':nnllu:n:il***:nn* U)U:J4;~,UI( *.***~'1:.~\(~'" ~: " -\' Valua:tforr, . "', -' Perlllit Fees= ' 97.25 Total Calculated Fee,; 1'6.-4:',. "'"'~:i!::~l;;~' 'l. .' . , ." ...~. ". '. " 4'~,OOO~'OO' " * Plan, Check Fees: 63~21.' Additional 'Fe.e$~ "":,?, /F~':!,' , lie Other fee$~ 4.50 Total Permit Fee:, "", , :164, ".:,.,t/,T"'!:; ", " .. ,.JI' . . .,. ,u,xou:n*,$:*u,n:tlnt'*II{l!(u**~lk~,lII'*n*lK**:lll:*lIl)l{*ll:lk**:t,***lKlI()I(n.***u**,**,:U)U:JI(*lk#*!I<lk,*~*"'~*'*~lItc~:.'-: !, ~:ti~/Pl:tII\lS~_'ft)('l~~"""/ " "'" ..", " " ". ,,';' 1 l~ i ,,,"..- , ,-' ~ D" ,'.",' . ,/ . lr"'. ' ',' ~)}~ : ,:<<'-***:t *' ~~***** ,J.~lj(~~,UlU: **~lJ,: ***lIl**/IJ()UlIllfon:*****,l!:lI(lI11k .**un****lr.:t**** ljO~lK*:U*~O':jUri*J;'~*'~'*-,:: .-'::':;': 'rhis ~'Ym:1t "lllll ~ tlu.ll' ..nd' void if t.he bu11dil"Q o~' work Ilut;hot"iz:ed b)t 'this: jiJe-rll'l'i.t, 1$' m-t "~'OlMllt~ withll" ' "":";'<" ~:OO . ~ 'f ~ 1:.:-, ~t. ~), ~~_!!l"Illi 'l;. oY if -I.ih1.' buUdi ng I;:rY wY,k aut,l'JI:Jr i:=:ed b?' $I.u:::.h j:..Yrlii't:. is ll1WP~"',t( ,": . ',>' -:',,\ ~ . ~M:w'" ,.at ar'O:" tl:Me' ..ftey -the WOYk i. ~rt.:.ed, fOol" il.I peT'iC'J(j o.f is\) dla.Y$. . , ~, .. ," " ... ~ . 'lo NOTICE - 1t ~~t.t.. ~:it;Jiht>: of ~he P<<li1l1it; holr;ke-l". not tht ,City of BYflllnel"ton or l'(II,illdins Oflf'i.::.1d tl}) s.e', :' ,;,~' : \'0 'it. 't.hat ,rIilCll.dr-,iiJ i~tiOl'1$ arE' made. The pfitymit holder' lllUiilt. notify t.h4it f3u:ndil"lliil Official ~.J1'1im readY for': ~ .. '.' , - ,i~t.i~. .F;ll.Hu~.t Of ,ttw 'p~rmU hclldiJJy t.o. not-if>' the Building Off icil1l1 o.f nJ,l:J.1i yoKJ inspi&eUo1l$J may" 'YMl.ll.lt.. ': "', ":""'" > :~ .t. 'itl tn. otop~, of ti.he ~t'k Ip1tU $Ul.::h t.i1llfl thtAt. t:hIt H\"Illit. holdfsor can '~~nti.ai;.e tJ' t.he, bld,ldirs officiis! " ": ,,''':.,.'.",\ that. t~,cime~lG\.1lli\:iYk ,~$ O'Y ~ ~ rt'quil:'~. Any G:kmlPlit::ion. t,Mtil1!iil. or fi'f'~ial CI.l.ydltn shall' ,.". " ,,~,:--:: _'.'!' ','tH,t boYM"diy.ec;I:.}Y,bY t.he l:l4H'fllit holde-n-.' 'Failul"e to E1UbGlt:.a-l"lti'iat'll code r~dr~9 wUl irldlWWlify t.1:w- City . "','.'~1;;1" : '" 'asa-i''r\$t :an)<:' and all rtI$POf$;l.biU'tl" or, li,8bUH.~ ci:m~t.<td with the- COlm\"l.J.etlt'll'!.. i ~, .' 'l,htl-'jIlby ~~:l:h' UUlt. 1 heM' 'read au-d ~i,.nt,d this Pf!-1'mit and kl"\OW t.he $;!ll'Re to, be- hue alid "C'O!"'r..,ct. ,An ,~, ' ' fil<~iat~. rA 'lawe ~rtd ciyctil'lt\l'r1C8$ !iilQ'\l'erili.niJI Ud.$ tYP/ll- \';If wo\"1c will'be c.:'OIllPlill'd l::Ii,t.h t-J~:h$.' \llP\9t::l.l' .i0d, h,eys-i'r! :-01' mt~' n. Qrant:\.r'la-.of a peymit. dolt$ not. pr~ to 9i~ $\.!thc;~l"ity t.~ "iola~ <:1r e.a~~ t.he Io"'YOV:i$lll>>1$ (if llI<\1)" :,*1'$1'; ,lJi,t.-te, (w, l:~l' law' yegula'titlS eoneb'uct.ion or ~~ r'.i}-'r'~oYmal"lCtil of c::~trueb.oi"l. ' ',' t:.:~",' ... ~'". ..,' I' '.- .o"",.~w..ur."......",.........;....-____ .~1"11 ..,......_.......,.~'!"'WT"I'-_.._-___ Oa1;;.;;~~~-""-~',...t_.._ ~."'...,....r,ol_~ , . .' !. '.~' i: (,l~t-if:l" t~t X ,$Ill ~~t' fmm ttw;' l't1~i,Y_nt8 i..f t~ $'ttd:.lt cont.-rl!!\Ctor.$ T'GlSiet,ration laW,' lJl"ld0r ~'b,~ S. ChaP~'( 126. laws of 1<)61. ' $i:~wng,. .~ . , , ' , ,*******.~*~~.**************, J?e-r-m-it. Ce,f.I~ef""-:Ap'~roved' By.: . D.t:,ZifiP;~~- :, : \, .r..:\:_ , , . , ';; :, .,!'. ]:1 ;:i.. ' '-1' :;~., r:'{'~ ')' ~~~REMERTON PERMIT CENTER ,~ - ,.$", 286 4th Stre61t., Bremer'ton" UA 98337 "".f"': PhOl1fJ1': ('360) 478-5275 FAX:- (360) 478-5278 " at)ILD,~NG PERMI!.", J.:;tb '~ddr: ~'9?2 aURWf:ll. ~'I l.clc.at.ton: .1922 BI.IRWEl.L ST Parcel N02 3717006-031-00DO ~~t='pHc.\tIt: WITTE. RA,Y!10:/l;fO 1'5122 ~iJRWr.kL BRtMERTON WA 98:137 ~P?"-7400 J~}.Al,h'N~)I" WInE RAYMOND ,,' ':l:,~)'i-'lf\ 1"")'1' aU~I.I~Ll' '::;'f ',';':.~1'; I ~ 7I.->t:... Q'''l.Wt: ..... '.:. ~::':\!rl;'~ Cf.H'1tr'a.(,;'ton Sti..F 317-1400 8REliER'r(lN W'A 1)3337 lie :It'~ [xp: St\b-e:ont r: .{j'?.:"~l Pend t No: St,.\tlls~ App i led: n:~u~dt Expires: 00,-0664 PENDING 12/2f../;?'OOO ~, "I/' ~ '" -<,,/ ....~ . Oi5$c: ~HC!IHN'(j F~UN-oA T ION OF Rt:NH)L HOIJSE $ KHCHEN NOOK OF MAIN HOUSE. REPLAC:nm RE:T.AIN:WG WAll. '~*~~**~t~*_~*~~~~**~~~****~*~~~~~****w~*~~*~*-*~~mw.~*$**~~~~*~**~~**~~~~*~~**~~~*~~~~****~~~w. ~..' 'V-alu&.ti.l'jft ,*, tli;;rillit F.(;;eB= 97.?S Tolal Cah:ulated i::-e-e: 164. ~6 " 4..0-00.00 :({ Phn Chl!\ck f~f~8: 63.21 I~dditlon.al r;t1e$~ .00 ,If. Other r~e~'i~ 4.~O Total Pe!r'f;jJ.~'~ 164.96 . jt :4{li",,:lI~ )\(:<<l<<:Jl! ~~'Ji(* **,)l()V, ltl ~:I'; !i()tt)j:; III lIOI(lK1IOlt:<< ;tlt::iOI: llCl/': * IICJI::f.;>fllC * :t,#: 1Il:t:t. ll(}k~JlU,lR1kll(K*;t;;in~:<< K.lk;t! **' ~*:<< :t:tl:t)j(.n **:Ulf(~)/(lIOI(*:r.llt$* ':, . 'i~Q->IAN'H;iVP.l,\JMl:1.nJa f':i.I('I'l.JI~;~'.- , // ",\ "-."'" ~' . / ~;~.~:Q.J.......J3m.m.l'.\~.... ( l l'h,'1~ 1~'I\lYt';l:H.: ~l&!l ~\':lIf" \1I.,lU ~n:.l V(;,lid j,1' i:.h~ ooHdi~ Or' woyk autht"JYi... IF.!<> l,.ia~ from tl'K:- d8lU:! of >,Jl.lf~h l'><6I'rmH 1 l.lY if l:.hhl build:illliOl Cl'f w.:..1"j;: .",lJ't. ~I!ilrd:med ra~ 411)' t.;i,jIW aHOi'r th~ I.Jl;\..-k i$ c..,"~r'lC~ f(Jjf a pe'd,Qd of 180 NQTlat -' Ii; :1.$ 'I:.tll!;- .r~t1n$'ibilH.)' ;::;f th<\> p""t'lld.t, holdaY'~ 11()t the C'it}' !;.II' t(,l i't -that, l"li/I'l1uire.;1 imIPectiOl'l\.i< i>lf~ ~J.f... The l'o)"I'\'TIlit. tlC\ldey h1l.1~t. nohf irv.l1f'<<:lUlll~. ' r-.ll.i.luYfr c'f t.~ It'~mld, t hi:.llooi" -1:,-, l'ltl,l:.i:fr t.n-e Bvilr.:i,i.YI!iI Of:f;i.(~j, ill th~ $t~r.-~ of t.ha Wl.;.Yk \J.l'1td,1 ooch t.i4'lli<? tha,t, 1:J~ p-eYMit h1)ldt&r ~n 3 t.hlat tM .;:-.;..nc",,,J.ecl tr,(Ot'k (fMtltttii. (~r' <!!~il3 el'ldt!l l''''f.l\J'l. Y~lI>>rlU~ ,Pirt;-' ~lOlH~, J b4i bill\''l'WI di Y';,/Cth' 1':1;' Uv l>Grmi hold(<t..", ri\!lUune tt;~ $Ubsi.:.;'l\nt:.i.;a+.f.: ,(.iI..'Ide- 1". ~~,i.n$t' ;1J~>' ~rj(J ~U ~lilfI:'\;,Tl1'tH)H 'y c.!" 1i.lllbHit..:.... ccml'l&;:tl:.lI'd lAtH... i 'tl'Wt f,;:fiJ,\"j$t !,''h!N'~' C~I'l1..\fy 'th~'t ,1: hti.\w '!'~;ad, 9.1'ld' fl';o(!~il1fK:l thi~ll P~l"lll1t and r..now t.he j ptl;N:t~:l-o'tilrl ~r 1..m'4lll ar'll;.! oya1~" l;tl;)l,Jolll'n:l,r~ ~h'i~ trptl ,;jf l""-:J-r'k wiD \;.tfi' cc i.)'9 ~lQt.' ThE.... ll.'l:"....\"lt',:u~ of ;t\ p~\"'JlIH;. <,1("}$ Yj(l't, ~1r'1l-\'!II~Il.o l>> lOlive l/I;\!th.:w:l.t.;t t~l 1 ~nr O'tAtWl'Y ',; ~l" h~C)tIl :taw r~..l1at.:ms Ct:JtWt.l'ucth:m <;:.y t.htl!> t'!,",rrotf/l#XIC'E- .."'.."'...x~_~.__;_.._ .....,._.~'T-" t C(:'1t'~lh" t-J"Wot 1. all'l <!'tJ((!!IllP;; fl'c~n ~.h2:, tf!!Ql.Ainillf'.I'ilI'lt&- of' t~ ,.;t.<<l:h'-l t;on'tn!lctol"'';;. re9t~tn1ltil)n Jaw. \.Il"llli<<lr ~f:.iQ'l'\ '1. ChlI\pt.<i't'f 't;t."-,, l~ .~ :J,<j,I(f..1. '., , , ,~ ~ ~ $~f!;t'i$\lJy",1 ......~_._..._~.,.~_..../o',~.~............_....__......_....~II-_hfl.~_.""..._.....~."'...:.._Ido...... "'-110- .~'t'il!' ~ ................ ...."'""'.l...,.".__...,.._~..__ _.........-................."..-L.... ~'. , ' ;Ujl\'.<<~*:;q(lU(')i(1Io;:U:Jt;;)I(:f()j(>>:.:n:JK~.n::f.*' /,,'''' I PIIlt"llI,H Centar~."~":pprove-d By; ry"", W:;tl J ......<Z'..... (J-"l;t~~: f fi~ 7'Jii.ti ..~, ""l,:-L' -.;{:71'; ....)~. ;'1' ,<,-,.,..... M ;:;1' -i';' ~~M '/, j- < , .; , ,:' i " ,', ' ,I I . '":, ii~~{:~:' l '."'.. t RECEIVED · "JAN' 2 2 ~O;01 C\TV OF aREMERTON ENGINEERS * ;11::*,*******",* ** * !~:**:*,jI, *:.Ir,*** **,*:t:::t.'**:ll,*:+' **::f< JI.:'***;~Oj:' *****'* *** ****-*!*~1>~** HE: (. E, 1. P T *~**~**~*#x~********~~*****~******~*~~*~~*****~*~*~~~.**~~~**~** . , ">, RECE,;rPY N;"H!~bj.,,'r ~ ()()I)-Ol08S ~ltnou'nt t, 6:~ ,,21 12/2'6/00 12 ~ 40 Paym*nt t"/eU-rvdt CH'E::~K N('>t.4tlon~ Wl'rTE. R IoiL: P~~H _ _"'fr'I "No' __..~.. ......,"".....,..... -_ --" .....,..........,... ---..-_,. .-........... ... .,.",_,"". '''''''~-''''''''''''''",j'''''''',,, .......... ,..~, '1 .......-...:........ ,.,............'.......-..... ............ ..,..~_.......... -..................-. Pen'fd t No ~ 00"'0;:;'(,4 Type: Bt. Df.:i SLOG PE'HIVI r-( W/M-FCH/P S 1. t.e A~:Jdr +.;lee; : 1. 4)2~ BURW;El"L s r L qc-a:t:..t 0 n : 192.2 BURWEll ~ T ' J ,~Total Fees: 164.96 Thi~ Pay~.nt 63.21 TOL~l All pmts= 63.21 < , Sa i.o\:HIC~: 101. .75 , ,':.t;lj(,,* ****'~*',* *'*'**i<t:***ll<*.;r,"P4<.;ll:,*~* ,it ~*"~ ****-**** ** ***,**l'K*,*!**J+:*'**** ***)11:*'#,* Ao::r,)urrt Cod.e De$(;:,'f lPtioli Amount 16'''322.1.001 (2211,) f.HJ!LOING PE1'.(tH'f fr::t::~~ 63.21 .wo,.t_...~,._ I......~.."._' .....'_.l_....~'_ ....._ .".......-'."......_~_.. ".f1'-_.....-...~..../if"".-"....... --...........,~ ......._...".4.............__ '.. ...1<<...........'"...011Io.............._ _ ~........._..............'" ,,~"'.........oi'>~.... V' . \.') r, 'q, .....; ......",. \, ,'"", , I ',,, : r",,, ':..) \ ~, \ ,~~ "'~, ,( .".J.. . y ~., ~ ~ y :>K \\' "- >.t ........ ."', ..... '"",-:\.} ~J ~ ~ ~, ~ , .' II'.'" f . V:--:i{J- I'. ' I", ' , ,< \ ....lI..., , ~" ..) '. .... .....v- ,S -"It. '~~~~._~~~~___::~J....~~~r-'_. .'~'''' ...... .....,... .I.'~~ . .-\;..;._ . i>' ~ ~..;. ;1!j: r l: \ 'CITY OF BREMERTQN. 239 4th Street. Bremerton, WA 98337 BREMERTON PERMIT CENTER rei -~~- 0 0 ~J 5'~ f/~- f;tj- ,0 ~-f-tr-wJc ~ M.~ ~C\~d (J~ btult-~ ~ !::;j~*~ , VU- .... 5 lJt ntJ-. u ,i-fJ~ We have tt;lc,~i,Y~d':your application and find we do not have the information requ,ired to':pr~cess, ',it promptly. Please provide the following informatit!n,~~ 'soon as possi.ble. ' 1. A) A ,s'1..te p1an'is required for your proposed project. ' A site:'pJan",con$isU of drawing the shape and dimensions of the propert1'sho~ing all existing structures and proposed structures,',,(-a sample is enclosed). ' Please:submit ,as soon as possible so' we can continue processing' y~ur application. Dec 28, 2000 WITTE RAYMONO" 1922 BURWELl:' BREMERTON wA~ 98337 SUBJECT: Application No: 00-0664 ' Site Address: ,1~22 BURWELL ST , , Your 'application will be routed to other city departments for review.' During thisiRr9ce~~~' additional information may be requested. If further information~ts~r~quired, the complete application must be resubmitted with the upd~,~~~:.'~lnformation. You will be notified by this department when the appnova l~or, di sapprova 1 dec is ion has been made. ' .. ' 1.,;',' , ' , If you have"any,questions regarding."thi's matter, please call me at (360) 478-5275.' '" ' " Sincerely, "," , .. ' ~~~~~pment Specialist . ........ "':.< . . * Equal Opportunity Employer * APPLICANT: I!IOWNER OCONTRACTOR OAUTHORIZED AGENT , Tax Account Number: Contractor: Contractor License#: " Expiration Date: ,-, Contact F<<son: Contact Fhone#: '3 '7 7 -., '-I 00, Check-the type of application for below: Do' SF RESDIENfIAL NEW ' ""'" 0 COMMERlCAL NEW , 0 GARAGE , o DUPLEX' ,0 COMMERICAL REMODEL '0 ACCESSORY BLDG [] MANUFACTURED HOME El COMMERICAL ADDI,TIOJlf ' 0 SIGN o RESIDENTIAL REMODEL [j COMME~CAL REPAIR 0 DEMO OJffiSIPENTIALADDITION 0 MuLI-F~ILY , O"G~I~G (Cubic yards: ) fa RESIDENTIAL REPAIR 0 TENANT IMPROVEMENT 0 OTHER: Scope of Work Proposed: ,.51,.. '''1 .(J.^t ,,(. ~ ~-\qJ J" i!Ju ~e., ~ \(:4 <.k-l-. '^ " o~ ~ m a: " -h 'dJ~. ~~\(.ltJ~ 'L~~l^ io'lj i4,JcJl, Square Footage: Dwelling: , G!lIage: Decks: IS THIS PROPERTY WI'l'HIN 200 FEET OF.A SHORELIN~?', YES NO ,,/' CJ 7, z Applications for wlUch no permit is issued within 180 d~ys following',the date of application shall expire by limitation, and plans and other data submitted: for review may thereafter be'retuined to the applicant ,or destroyed by' the building' official, The official may extend the time for , ' action by the applicant ~or a period not exceeding .180 days on request by the application showing that circumstances beyon~, the control.of the , , applicant have prevented action from being, taken. No application shall be extended' ,1l1-ore than once. In order to r~e'Y action on an application after expiration, the applicant 'sh~ resubmit plans and pay a new plan review,fee. APPLICANf'S SIGNATURE: ;(J~-Pf J f1:tz. DATE: i?: /'~ /, / 0(/ , . " The. Retaining e:Wall Solution CornerStonee Your project demands quality, design flexibility, and economic fitness. Mutual Materials CornerStone Retaining Wall System is the retaining wall solution that is ideal for any size job. The CornerStone Retaining Wall System provides an economical alternative to expensive pin or clip conneCted wall systems. These durable split-faced block stack together easily withou,t.mortar, and can be used alone in ' a gravity retaining wall structure,' or with geogrid reinforcement as part of a mechanically stabilized earth syste",. CornerStone block- are available in radial and flat face units. . In,egral concrete shear key cast into each unit eliminating the' need for pins. ' . Unique multi-split concrete face providing 'a sculptured stone , appearance. , , ' . Tapered sides for use in straight or curved walls. l" p- 2~ ..'-10{, ~ y,So3 Segmental retaining wall units , ,'.'. " _":;: ._:~__,.." _, __ .(1110 or 200-'series ,. , _''- , , per design) '~ " ~ (J ~~ ~fl, ,\1 fLY' R-100' ~g) 8" x 1 8" X 12" ./ ')~ ",4 V ~ r..,L, ').<,9 R-IOO 8" X 18" X 22" 40 wall baiter Free-dmining granular fill Reinforced soil backfill Compacted granular footing , ~ Typical Soil Reinforced CornerStone Segmental Retaining Wall Section Diagram not to be used for construction. . Fo~ more information, including pricing and availability, contact your Mutual Materials representativ~." @ mutual materials co. ~ Hardscape Market Division 13555 Bel-~ed Rd. · Suite 232 . Bellevue, WA 98005'. (425) 603-0540 18230 SW Boones Ferry Rd. Durham, OR 97224. (503) 624-8850 6721 E.Trent Ave.. Spokane, WA 99212. (509) 922':4100 , ,t}~ II/en:; CornerStone@ ~ ~ RETAINING WALL SYSTEM Patent Pending CornerStone- Retaining Wan Blocks are manufactured by Mutual Materials Co., P. O. Box 2009, Bellevue, Washington 98009,Phone:425-452-2300. Product Description Basic Use: The CornerStone RetaiDing Wall System is designed for use in either gravity retaining wall structures or mechanically stabilized, geogrid reinforced soil retaining structures, Applications range from lo~, lightly loaded gravity designe<fresidential retaining walls to high (30 ft, or more), commercial and industrial geogrid reinforced structures. Composition and ~aterials: }1ie, CornerStone Retaining Wall System is comprised of in'divlduaI concrete blocks consisting primarily ofpOJ;t1an4'9eIllent" co~e"aggregate and fine aggregate. Color may De' adii~d, fqr aesthetic reasonS. Admixtures may also be added to improve product performance (strength, durability, efllorescence control), The ingredients are combined to make a "no slump" concrete and are molded'under vibration and pressure in concrete block manufacturing'machinery, Standard, shapes available are the R-200, R-lOO, and R-50 blocks (see figures below). The individual units are cored to ~" .. .... . ....:.... '. . ....,:~ D ~ ~ ~ ~ R-200 8.x 18.x 22. R-100 8.x 18.x 12. R-50 4.x 18.x 1r decrease weight during installation and are later filled with free- draining aggregate. Solid cap units are also available in the R-l 00 and R-50 sizes (but without rear ''wings''), Standard facing texture is a radial "split face," although straight split face units are available in all three sizes through custom ordering, Technical Data Physical Characteristics: CornerStone Retaining Wall blocks are made to meet or exceed the applicable industry standards found in NCMA- TEK 2-4, Specification for Segmental Retaining Wall Units, published by the National Concrete Masonry Association (NCMA). This specification requires a miniinum compressive strength of3,OOO psi (20,7 MPa), and a maximum water absorption of 10 Ib/ft3 (l60 kg/m3). @~-. mutual materials co. ~ 13555 Bel-Red Rd.. Suite 232. Bellevue, WA 98005. (425) 603-0540 18230 SW Boones Ferry Rd · Durham, OR 97224. (503) 624-8850 6721 E. Trent Ave. · Spokane. WA 99212 . (509) 922-4100 Applications Standards: The CornerStone Retaining Wall System is comprised of the individual concrete block units that are dry- stacked without mortar, soil and gravel infill, geogrid reinforcing (for soil reinforced wall designs), and a leveling pad. The reinforced soil mass may be imported engineered fill or native material according to the engineer's design. A geotextile may be placed behind the units to help contain fines in the backfill material. The leveling pad material is typically engineered fill, compacted to design specifications, For reference, The Design Manual for Segmental Retaining Walls, published by the NCMA lists design guidelines for selection of leveling pad, drainage fill, reinforced fill and other required materials. Connection between units is made through use of two cylindrical cOl1crete shear connectors, integrally cast into the bottom of each block. These shear "lugs" make contact with the front face of the unit core to, along with the free-draining infill material, resist soil pressures, In reinforced structures, layers of geogrid reinforcement are placed between successive courses of block units. Connection between the block and geogrid is provided by the interaction of the infill material and the shear connectors. . Installation General wall excavation and leveling pad (footing) construction is typically started frrst. The installer must be aware of the wall location from site surveys and stakes. The leveling pad excavation, a minimum of 6 in, (I50 mm) deep and 1.8 in, (450 mm) wider than the CornerStone unit width is required. Engineered design may increase or decrease these dimensions as appropriate. Drain pipes may also be required for site drainage of the footing. The first course of the CornerStone units are set smooth and level. The shear lugs on the bottom of each block may be removed for leveling, The inside line of the core, or the smooth back of the units is used for alignment since the front split face may vary. The level of the first course is critical, and is checked often. The first course is backfilled with the specified material, Drainage aggregate is placed in the cores of the units, and for a minimum depth of 12 in. (300 mm) behind the block wall. The backfill soil and drainage aggregate are compacted to design guidelines. Geogrid is installed (if required on this first course). Successive courses of units are installed in a "running half bond" pattern. Shear connectors are placed downward, into the cores of the units below, and on top of any previously installed geogrid. Drainage aggregate is used to fill cores and for a minimum depth of 12 in. (300 mm) behind the block. Infill soil is placed and compacted to within 36 in. (900 mm) of the wall face. Geogrid is installed {if required) on top of the block and compacted soil fill. Care must be taken to minimize construction damage of the geogrid during the backfilling and compaction operations. Wall caps are installed upon completion, and may be glued with an adhesive if required, Loading of any design surcharges must not occur within 36 in, (900 mm) from the front of the wall face. Design tolerances for installation are as specified in The Design Manual for Segmental Retaining Walls. . . , '. . ' ',~. .. !.' . "Jr" :.. J~ ,~'" V' "I- 'C'" "I:~N'" "'<, I:T"~" y. '. MA"'<' ,', "~'p" , . . .' ... '. ,., - '. ".. . .' '~.' . . . ~ .. ' . ~ . .'.' ."." ',:; ." " . ..... .... "." '." .' ..1 : 1. ,. "" . '.... '. . , ~ ,,~ . "0;:' :,-?~,:,;.. ',-t~.O'^t' " ~"JCZ"'.,' ~\.y~ ""'".,..... 9: "-S:' 'b "~ , ":b, ",-. ',- " , Naval .'.of ", .,t: ,,'b~Ofl^~' :;,~~ 'JA-'~' .~~.. I' : ,k. 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Q H ,2.0) .l'f .) l ~) ," z,'8.. e. + 5DL ~ PI.F ~~ . , 4 ~ lL\oJ 0 tS 'Z..U)J '!:..J~H:_ 9.S" TJI@/Pro™-120TS JOIST @ 12.0" olc TJ-Beam1M v5.55 Serial Number: 700101874 BEAMUSA 1001 11/6/2000 9:49:56 PM Page 1 d 1 Build Code: 1<16 , THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPUCATlON AND LOADS USTED ~ Overall Dimension = 7' ,1- -j~ ' :[3J , 3'----& @ j Q. [2]; 1'~3' Product Diagram Is Conceptual. LOADS: Analysis for Joist Member Supporting FLOOR - RES. Application, Loads(psf): 0 Live at 100% duration; 1 Dead; 0 Partition; and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Uniform(plf) Floor(1.00) 160 48 OtoT' Adds to" Polnt(lbs,) Floor(1.00) 280 594 0 Adds to SUPPORTS: INPUT BEARING REACTlONS(bs,) WIDTH LENGTH LIVElDEADlTOT. PLY DEPTH DETAIL OTHER 1 2x4 Plate 3.50" 3,5" 850/1016/1866 1 9.5" DetaO E1 T JIG!> Blocking Panel 2 2x4 Plate 3.50" 3,5" 565/-204 /360 1 9,5" Detail B3 3 2x4 Plate 3.50" 2.25" 268/126/393 1 9.5" Detail A3 1.25" LSL Rim - See T J SPECIFIER'S / BUILDE,R'S GUIDES for detail(s): E1, B3. A3, DESIGN CONTROLS: MAXIMUM 1113 1866 1139 Shear(lb) Reaction(lb) Moment(ft-lb) Live Deft.(in) , Total Deft.(in) DESIGN CONTROL 1083 1120 1866 '. 2480 1'139" ,2673 0.005 0.070 0.016 0,200 CONTROL LOCATION ,Passed(97%) Lt Overhang under Floor ADJACENT span loading Passed(75%) Bearing 1 under Floor ADJACENT span loading Passed(43%) , Lt Overhang under Floor ADJACENT span loading' Passed(U999+), 'MID Span 2 under Floor ALTERNATE Span loading Passed(U869) Lt Ov~rhang under Roor ALTERNATE span loading - Allowable moment was increased for repetitive member usage. - Deftection Criteria: STANDARD(LL: U480, TL:L1240). Additional cheeks follow. - Left overhang(LL: 0.2", TL:O.2'~). _ Deflection analysis is based on composite action with single layer of the appropriate'span-rated; GLUED 'g NAILED wood decking, _ Bracing(Lu): All compression edges (top and bottom) must be br'aced at 2' 8" ole unless detailed otherwise. Proper atlachment and positioning of lateral bracing is required to achieve member stability. - The load conditions considered in this design include alternate and adjacent member skip Ioacfmg. ADDITIONAL NOTES: _ IMPORTANT! The analysis presented is output from software developed by Trus Joist (T J). T J warrants the sizing of its products by this software win be accompflShed in accordance with T J product design criteria and code accepted design values, The specific product application. input design loads. and stated dimensions have been provided by the software user. This output has not been reviewed by aT J Associate, - Not aD products are readily, available. Check with your supplier or T J technical representative for product availability. - THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was used for Code NER analyzing the T J Residential product listed above.' , ' , PROJECT INFORMATION No Project Information available OPERATOR INFORMATION: Kilsap Consulting Engineer Matthew G 7008 Osprey Circle Bremerton, WA 98312 360-479-4423 360-479-4424 Copyright C 2000 by Trus Joi&t, a Weyerhaeuser BusI/lllll8, Pro 1M, T J-Pro 1M and T J-Beam 1M are trademarkll d Trus Joist , T JIe is a registered trademaIk d Trus Joist , E:\KITSAPCE\2000\43RW082ooo RAY WITTE - retaining waI1\E1-EX4X6,bm A.~ ~ ;t;~~2AX> 9.6" TJI@/ProTM.120TSJOIST@,12.0"o/e "c.J~ ~~_ ,'7<1 T J-Beam1ll 115,55 Serial Number: 700101874 / J BEAMUSA 1001 11161200l)' 9:56:02 PM Page 1 of 1 Build Code: 146 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPUCATION AND LOADS USTED OveraU Dimension = 7' GD --.. --' j ~~ r.1 : 1'~3' L J :[3] 3'~ Product DIagram Is COnceptual. LOADS: , Analysis for Joist Member Supporting FLOQR - RES. Application. Loads(psf): 0 Live at 100% duration; 1 Dead; 0 Partition; and: TYPE CLASS LIVE DEAD LOCATION APPLICATION COMMENT Uniform(pIf) FIoor(1.00) 100 30 0 to 7' Adds to Point(Ibs,) Floor(1:00) 175 371 0 Adds to SUPPORTS: INPUT BEARING REACTIONS(Ibs,) WIDTH LENGTH LIVElDEADrrOT. PLY DEPTH DETAIL OTHER 1 2x4 Plate 3.50" 3,5" 531/635/1167 1 9,5" DetaR E1 T J~ Blocking Panel 2 2x4 Plate 3.50" 3.5" 353/-126/~ 1 9,5" Detail B3 3 2x4 Plate 3,50" 2,25" 1671791246 1 9.5" Detail A3 1.25" LSL Rim - See T J SPECIFIER'S 1 BUILDER'S GUIDES for detail(s): E1, B3, A3. DESIGN'CONTROLS: MAXIMUM 696 1167 712 Shear(lb) Reactiorl(lb) Moment(ft-Ib ) Live DefI.(in) Total Deft.(in) DESIGN 6n 1167 712 0.003 0.010 CONTROL CONTROL 1120, Passed(60%) 2480, Passed(47%), 2673 Passed(27%) 0,070 Passed(U999+) 0.200 Passed(U999+), LOCATION Lt Overhang under Floor ADJACENT span loading Bearing 1 under Floor ADJACENT span loading Lt Overhang under Floor ADJACENT span loading MID Span 2l!flder Floor ALTERNATE span loading Lt Overhang under Floor ALTERNATE span loading - Allowable moment was increased'for repetitive member ,usage. - Deflection Criteria: STANDARD(LL: U4aO,'.TL:L1240), Additional checks follow. - Left overhang(LL: O.T, TL:O.2"), - ,Deflection ,analysis is based on composite action with single layer of the appropriate span-rated, GLUED & NAILED wood decking. -'Bracing(Lu): All compression edges (top and bottom) must be braced at 2' a" oIc unless detailed otherwise. Proper attachment'and positioning of lateral bracing is required to achieve member stability, ' - The load conditions considered in this design include alternate and adjacent member skip loading. ADDmONAL NOTES: -IMPORTANTI The analysis presented is output from software developed by Trus'Joist (T J), T J'warrants the sizing of its products by this software wiN be accomplished in accordance, with T J prod~ design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a T J Associate, - Not all products are readily available. Check with your supplier or T J technical representative for product 8\f8iIabRity. - THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONL, YI PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS, - Allowable Stress Design methodology was used for Code NER analyzing the T J Residential product listed above. PR~ECTINFORMATION No Project Information available OPERATOR INFORMATION: KiIsap Consulting Engineer Matthew G 7008 Osprey Circle Bremerton, WA 98312 360-479-4423 360-479-4424 Copyright C 200ll by Trull JoiIIt, a WeyerhaeuIIer Bullinetlll, Pro 111, T J-Pro 111 and T J-Beam 111 are trademarks of Trus JoiIIt , T J18 ill a regiIIteIed trademark of Trus JoiIIt , E'\KITSAPCE\2OllO\43RW082 RAY WITTE - retaining wall\E2-EX4X6,bm ~~~~~OB!.U~ 1.76" x 9.26"1.8E Mlcrollarn@ LVL T~m'" v5,55 ,Serial Number: 700101874 hlo. ' BEAMUSA 1111 1116120OO 10:15:15 PM 7 ) Page 1 Or2 Build Code: 146 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPUCATION AND LOADS USTED ~]) J ~ [1]; , e J. J. L J ;[2] , . g' LOADS: Analysis for Beam Member Supporting FLOOR - RES, Application. Tributary Load Width: l' Loads(psf): 0 Uve at 100% duration; 1 'Dead; 0 Partition; and: TYPE CLASS LIVE DEAD LOCATION, APPLICATION CO~MENT Point(lbs,) Floor(1.00)' 850 1016 4', 'Adds to Point(lbs,) Floor(1.00) 531 635 7' Adds to Product Diagram Is Conceptual. SUPPORTS: INPUT BEARING REACTIONS(Ibs.) WIDTH LENGTH LIVElDEADfTOT. PLY DEPTH DETAIL OTHER 1 ParaDarnG!l PSL, PPCB 3.50" Hanger 579/717/1296 1 9.2" Detail H1 2 2x6 Plate 5.50" 4,25" 802/983/1785 1 9.2" Detail A3 1,25" LSL Rim - See T J SPECIFIER'S / BUILDER'S GUIDES for detail(s): H1, A3. HANGERS: Simpson Strong-Tie Connectorsllll REVERSE MODEL. SLOPE SKEW FlANGES Left Face HU7 No No T.F: T.F, OFFSET SLOPE N1A N1A - Nailing: Left (HU7) - Face: 12-10d, Top: N1A, Member: 4-N10 DESIGN CONTROLS: MAXIMUM DESIGN CONTROL CONTROL Shear(lb) 1783 1n8 3076 Passed(58%) Moment(ft-lb) 4764 4764 ' 5602 Passed(85%) Uve Deft.(in) 0.131 0.279 Passed(1J765), Total Deft.(in) 0.292 0.419 Passed(U344) - Deftection Criteria: STANDARD(LL: Ll360, TL:L1240). - Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" ole unless detailed otherwise. Proper attachment and pos/Iioning of lateral bracing is required to achieve member stability, LOCATION Rt end Span 1 under Floor loading MID Span 1 under FIQor loading MID Span 1 under' Floor loading MID Span 1 under Floor loading PR~ECTINFORMATION No Project Information available OPERATOR, INFORMATION: Kitsap Consulting Engineer NJatIhew G 7008 Osprey Circle Bremerton, WA 98312 360-479-4423 360-479-4424 Copyright 0 2000 by Trus Joiet, a Weyerhaeuser Buel-. T J-Pro'" and T J-Beam'" an! trademarkll d Trus Jol8t , MicroHamGD and ParallamGD an! registered lrademarkll d Trus Joist , Simpson Strong- Tie ConnectonlllD Is a registered trademark d Simpson Strong-Tie Company, Inc, E:\KITSAPCE\2000\43RW0820 RAY WITTE. retaining walI\BM1,bm ,t..:l~H:_ 1.76" x 9.26"1.8E Microllam@ LVL ~ T J-Beam1ll v5,55 Serial Number: 700101874 '" BEAMUSA 1111 111612000 10:20:20 PM Page 1 of 2 Build Code: 146 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPUCATION AND LOADS USTED ~ J ~ [1]: , . J, J, L J :00 , . 9' Product Diagram Is Conceptual. LOADS: Analysis for Beam Me'm~r Supporting FLOOR - RES, Application. Tributary Load Width: l' Loads(psf): 0 Live at 100% duration; 1 Dead; 0 Partition; and: TYPE ClASS LIVE DEAD LOCATION APPLICATION COMMENT Point(Ibs,) Aoor(1.oo) 565 1 4' AcIds to Point(lbs.) Floor(1,OO) 353 1 7' AcIds to SUPPORTS: INPUT BEARING REACTIONS(Ibs.) WIDTH LENGTH LIVElDEADITOT. PLY DEPTH DETAIL OTHER 1 Paralla~ PSL, PPCB 3,50" Hanger 385/25/410 1 9,2" Detail H1 2 2x6 Plate 5,50" 4,25" 533/261559 1 9.2" Detail A3 1,25" LSL Rim - See T J SPECIFIER'S I BUILDER'S GUIDES for detail(s): H1, A3, HANGERS: Simpson Strong-Tie, Connecto/'s$ REVERSE MODEL SLOPE SKEW FLANGES, Left Face IUT9 No No T.F. T.F. OFFSET SLOPE N1A NIA - Nailing: Left (IUT9) - Face: 8-N10, Top: N/A, Member: 2-N10 DESIGN CONTROLS: ,MAXIMUM DESIGN CONTROL CONTROL Shear(lb) 557 552 3076 Passed(18%) Moment(ft-lb) 1478 1478 5602 Passed(26%)' Live Deft.(in) 0.087 0.279 Passed(U999+) Total Deft.(in) 0.091 0.419 Passed(U999+) - Deflection Criteria: STANDARD(LL: U360, TL:L/240). - Bracing(Lu): All compression edges (top and,bottom) must be braced at 2' 8" ole unless detailed otherwise. Proper ~ment and positioning of lateral bracing is required to achieve member stability. ' LOCATION Rt end Span 1 under Floor loading MID'Span 1 under Floor loading MID Span 1 under Floor loading MID Span 1 under Floor loading PROJECT INFORMATION No Project Information available OPERATOR INFORMATION: Kilsap Consulting Engineer Matthew G 7008 Osprey Circle Bremerton, WA 98312 360-479-4423 360-479-4424 Copyright 0 2000 by TRIS Joist, a Weyerhaeuser Businetl&. T J-Pro 111 and T J-Beam 111 are trademark1l d TRIS Joist , MicroIlam8 and PaIlllIam8 are regi&tered tJaclemark1l d Trus Joist . Simpson strong- Tie ConnectorlJll is a registered tJademark d Simpson strong- Tie Company, 100, E:\KITSAPCE\2OOO\43RW RAY WITTE - retaining walllBM2,bm :l1~~..:I,tf..YO~W::>O 3.6" x 1411 2.0E Parallarn@ PSL oJ T J-Ba;un 1M v5,55 Serial NUmber: 700101874 z..-; , BEAMUSA 1111 111612000 10:28:01 PM Page 1 II 1 Build Code: 146 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPUCATION AND LOADS USTED ' J m~ ~ ..... L ~ll :00 . . , e 17' Product Diagram Is Conceptual. LOADS: Analysis for Beam Member Supporting FLOOR - RES, AppflC8lion, Tributary Load Width: l' Loads(psf): 0 Live at 100% duration; 1 Dead; 0 Partition; and: TYPE CLASS LIVE DEAD LOCATION Point(Ibs,) Floor(1,OO) 579 717 11' \. Point(lbs,) Aoor(1,OO) 385 25 14' Unifonn(plf) Floor(1.00) 250 256 0 to 17' , APPLICATION Adds to Adds to Adds to COMMENT SUPPORTS: INPUT BEARING REACTlONS(lbs,) WIDTH LENGTH LIVElDEADITOT. PLY DEPTH DETAIL OTHER 1 Column 3,50" 2.25" 2365/2542/4907 1 14.0" Detail A3 1.25" LSL Rim 2 Pocket, Conc./Block 5,50" 4.25" 2849/2829/5678 1 14.0" Detail A3 1.25" LSL Rim - See T J SPECIFIER'S / BUILDER'S GUIDES for detail(s): A3, DESIGN CONTROLS: MAXIMUM, DESIGN CONTROL, CONTROL Shear(lb) 5503 4829 9473 Passe~(51%) Moment(ft-lb) 22243 22243 27161 Passed(82%) Live Deft.(in) 0,355 0.550 Passed(U558}- Total Deft.(in) 0.729 0,825 Passed(1J271) - Deftection Criteria: STANDARD(LL: Ll360, TL:1J240), _ Bracing(Lu): A1'-compression edges (top and bottom) must be braced at 2' 8" ole unless detailed otherwise. Proper attachment and positioning ,of lateral bracing,is required to, achieve member stability. ' ' LOCATION Rt end Span 1 under Floor loading MID Span 1 under Floor loading MID Span 1 under Floor loading , MID Span 1 under Floor loading ADDmONAL NOTES: _ IMPORTANT! The analysis presented is output from software developed by Trus Joist (T J), T J ~ the sizing of its products by this softwar8 will be accomplished in accordance With T J product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user, This output has nOt been reviewed by a T J Associate. _ Not all products are readily available. Check with your suppRer or T J techn~ representativdor product availability. _ THIS ANAL VSIS FOR TRUS JOIST PRODUCTS ONL V! PRODUCT SUBSTITUTION VplDS THI~ ANAL VSIS. _ Allowable Stress Design methodology was used for Code NER analyzing the T J Resideimal product listed &bove, PROJECT INFORMATION No Project Information avaUable OPERATOR INFORMATION: Kilsap Consulting Engineer Matthew G 7008 Osprey Circle Bremerton, WA 98312 360-479-4423 360-479-4424 Copyright C 2000 by Trus Joist, a Weyerhaeuser Business. T J-Pro 1M and T J-Beam 1M are trademarks of Trus Joist , ParallamGD is a registered tlademark of Trua Joist , E:\KITSAPCE\2OOO\43RWo82OOO RAY WITTE - retaining wall\GlRDERbm ," . .' . "l;,.' 1 j. $.-- ,.." '1 '1,1.....:,1 i. i' 1.,-' ~ "J. ,) ',"," , 'I "'t 1 ~. J ~ \ ~' , - 1,,~ J. I . I ;, " 4 "S I2-I...f D'O'l-U) ) ~~ ~ .-,tP~""(~ 011 J ~ REINfORCED WALL CHARTS ~ STANDARD UNITS. NEAR VERTICAL ~ SILTY SAND: C\F3Oo, 'F120 pet (19kNlm3) ~ Geogrid Placement I H 1 No Surcharge """""'" .'.'. '.'.'.'.'.'.'. '1'.'. I I I Reinforced ,I Soli Zone I I I I I CUm) (2.Om) (2.111I) (2.ftl (1Jm) CASE 1 , ~ , HeIght 4.3' '(103m) 5.7' (107m) 7.rr (2,1m) 8.S' (2.5m) 9,7' (3,Om) . 11.0' (3.4m) (121cWm2) 250 pal, Surcharge ~ Geogrid Placement I H 1 Reinforced , Soil Zone """"""~ """""" , , . , , , , . , , I' , 1 I' I I I, I I 1 _____1 (1.8m) (2.0m) (2.111I) (2.311I) 12-"'" (1.111I) CASE 2 , HeIght 4.3' (1.3mL 7.0' (2,1m) 9.7' (3,Om) 11.0' (3,4m) 5.7' (107m) 8.3' (2.5m) I H 1 3 , . 1 r=:;;,... ,','...'.' , , " . ... ... ... '" . , , , , . , '.'''' ----I ~ Geogrid Placement Reinforced SoIl Zone I2-llm/ (2,lm) (2-*"1 (2fo1l (1.511I) (1.8m) CASE 3 HeIght 4.3' (103m) 5.7' (107m) 9.7' (3.Om) 11.0' (3,4m) 7.0' (2,1m) 8.3' (2,5m) I ==---.-==-....~'":Z:"'.J"'... ~==}"""-=='::.~ ~_...._.__"'_n. ....---"'.'- -......--- -.,.-..,..--, o 111I7 KEYSTONE RETAIlING WAU. SYSmI$, tIC, ~_. (l12)_7,tlMO' (112)11I7-3115I-'" . ;0--- , '/0 /- s,_ , I I i r t . ~ ~ , Ii l~ N ~ j ~ ( , " ~'O......---,- ~ /' " ~ t t-, ,- , I~ ,Jd , >, ~-..........-~_. I - '-"-t- --"---'-1 ", ',~--,.... , J 1, I' , ' J \ ~ ! \ f I 1 f , 3 ' I t J ' . I I . .\~\' L J . I i' f -- , __I Ii:i K -, ~ c;1- I'" t 0 ~ ~, ' I' ., , ., .. 0 . ~. ~ ;oc.. ~ ~ ~ I'" ~ ,;- r\ ;> ~ ;~'\c:.'l , _ -"'-c. .,,' ~ , :\_0' <l> _ th - Cft:t., ' - , .-. . / ' -..~.-- '"' ~ ./ ( , ,9) 4( \ J t._do-- ; ........-. . .)~ ) N<<! 39889 Fee r _ C./?/ ~ --- $..............................,..........................-.............. Receipt No. ..................................................,......, BUILDING PERMIT CITY OF BREMERTON BUILDING DEPA.RTMENT F. E. IRISH, Building Inspector ESsex 3-1411, Ext.36 Owner's Value Bldg. Dept. Value I DESCRIPTION: Lo~ Block Additions $ ~? 6 Cf t?.J. Address on Job _____L_~...l_.4.__.J/i_f-&.t'~____.___________________________________..___________ Date ______ .___:::.__g__-5t:._____196_tl,_ - . , Building ______._._______ x ________________ and ___________.__._ stories ___.____________________ bas ent. Lo _____________.__ x ________________ Front Yard __..____________________ Rear Yard ________________________ Side Yard __________._____ _______ Occupancy ___ ___ _.. __ __ __ __ _ ___ __ ___ _.n _... ..__ _. __ ____ ..___ n __ ___ _ ____ .__ ___ .__ ______ _________ __......__..__ _____ Owner _. _ ___t?__ __ .I.~(_l._ ____. _l~_l__L_='_~ .d._ _.._ __ n_ _______ __ __ __ _ Add ress __. __ __ __ __ __. _ __ __ __ __ ____.. __ __ __ .______.. Contractor _.._______________________.__...___(,1..._.______________.___.__ Address This permit is issued for: /U -' di....4J-/"7.J' _' ~ ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ZI~~~~~:~:Z~~~~~~~~~~~~~~~~~~~~~~~~:~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ rage ____________________________.... e __________ ____ _____ __ __ ___ _.._. __________. Phone_ _ _ ___ ___ _ ___. _. Phone___n.__________ All work to conform to all applicable building ordinances and amendments. Please note the following special instructions and requirements. DETACH HERE AND POST THIS SECTION ON JOB INSPECTION - Reinforcing steel must be inspected after placing and before covering. FORMS shall be inspected and approved before pouring. All plumbing, wiring and the frame of all buildings must be inspected and approved before covering. Wood preserva.tive to be used on all wood against masonry. Ventilate foundation and aUic. Sepa- rate permits required for plumbing, wiring and heating. See City Engineer before working on streets or sidewalks. ---..---.......-----......--...--..-................----......-......................-..-..---....--...........----..................--...........-.......---....----........-....-...........-..........-....................--..--..--..--....--..--......-...---..-..-............__...~..-..-.. ..-......--..-................--..-........--..-........-........-..-...........-.............-.....-..---...............-......-................-..-----.--....----..-..--..-......----.......-.....----..-....-......-.......-..-----..---..---.....-............-..-......-..-......-..-........... ..............--..-.....-..-......-....--...........-...........--....-...........--......--..........---....---..--......-..........-............-......-...---......--.....---............---.............-.......----..-..---....-.....-........--..-....-..--..-..-..-....-....-.......-......---....-.. --......----....-......-..-..............------..........'\"..-..-..........--...-..--......-..-...........-..-....--------------....-.....--......-----..-..------..-........-----....--..........-..------..--........-..-..-......-......-..---....---.....-.....-....-....- ......----........-..--..........-....-......---....-..-........-.................--...................................-..---..---..--------..--.-....-..-----..-....--..-....-......-..--.......................-..--....-....-....-......-..-......-..........---.......--.....-.........---....... ..--..-....-....-----......-----....-....-....-------....--........--....--------....---.......----------------------.......-...--..--..-..-----...............--......................-.................................................-......--.......---....--..----..-- - 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