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00 0219 & 00 0220
CITY OF BREMERTON · 239 4th Street · Bremerton, WA 98337 CITY OF BREMERTON DEPARTMENT OF COMMUNITY DEVELOPMENT May 23, 2000 CAPITOL SIGN & AWNING PO BOX 8106 LACEY WA 98509 SUBJECT: Application No: 00-0219 Site Address: 4949 AUTO CENTER WAY Par Daewoo pole sign Your building permit for the above site address is ready to issue. The balance due is $ 73.75. 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, Valarie .. () oj oftUL Building and Development Specialist * Equal Opportunity Employer. * ,'.BR'EMERTON,.R.e:'RMIT,CENT;ER 286 ,4th'Street~., Bremerton~, IJA ,98337 " ;"."},."I,, Phone:,i;i(.360) , 47:8-+5275 ' '.FAX:: (360Ji478~52j8 !i', BUILDiNG PERMIT i:,,' 'J0b!:,A<1ld!t":v:.,,4~4~"AtiPT.Oi;iCENrER'!':WAY ",boca{'iroflii'; PA~R,'..'OAEWOO .' '.,i,' :P.aiJ)icel ';,i!No ':u;;";",ii~''':,~iii,,,,,2!i!'(:!i!,'!;:,1:'' I' \ ;:i!i;!;'Ap;p,1k1ile'a:,Jii\t<"~ ";GilT>; ~'POt';SlGt4!'! .'.&,. 'AWNING"';' f 'i""'.. .'. ;"""i!':"dI\~i{'"'i.1;;i!lpjO",,('B"~X',ihi,~i:},~'~CEY,'WA;S5Cl9. , -' '. - -,. ;,36(h.493""6070 Permit No: 00-,0219 Status: PENDING Applied: 05/05/2000 Issued: Expires: ~1;ij{!:i';;!i~;,i;'i!.otiJln~~',;;f:;',~RR'~!}ljA~lfOO:;,,i;r::Y/"'ii, "",:i'(;!ii!;ii;,4~9~,;;AiUll!~i;!G~N;r;IiiR;':,iWA:V;,BREMERIO...' WA':983.li2' ,i"':!'';''I!''! l.ii;,;~Q!riti;~jai(:;tio\rr:,;!~i~:A:P~jt:O,&;: ,'iISl!(i\'!ti!l!&if.~lIJNING.:,"'!: "'1'\;1,'" ';,"';, , ;li,.i;;i;;:";iJ.i'::PG~(aO;X:,'.8106':tAeE>'tl,'WA,, 98509 l' 'j"i.j;.:Su4J>co nt)p':~?,~~;~"i!: . . ,i360-493';'607Lic,,#: .CAPITSA022B1 EXP;,Ol-21-2002 , , f,4nesc:;NEW,30' 'F,T.POI:;E'~iSlGN 'l'i>.'.."...*..*. '.'****.~*.:***.'*...'..;~*~...'*.'.:.*.'.. **....'...*. **..*....**.1Il:*... **~.*.******... ********.*******, *************.*****.**.'.*******************. **.,' li",;j;'i,;{"','Vallla,t'.J:on"":::,?lk":.i";,,..',Perml,tFees= . . .69.25 TotalCalcu.lated'Fee: : 118.76 ' :;::2"OOO.OQ.li".I,j'ji" * "Plan Gheck.Fees: , ., '45.01 . Additional Fees: ..00" :il;;,!"'i"i'ilkii",:;:",{" ",'Othe17t"ees: 4.50 Total Permit Fee: i 118.76 i 'i",(*lIl'*********,lIl!ri,***iK*U***IKlll************ *****,**** ****1IC ************************lklk** ******* **** *** !;;:/fhis"pe.rmiti'Srna11,,beCome'null,and':void'if,the.building oy WOYk authoYized by this'peYMit.,iis r\Ot; commenced within , '~8Ocla~~.ftbm;"I.hEiclatei;Ot ,~chperlni:t.,orif"this building OY work authoYized by suchpeYlllit is SU$Pf!'ndedor ;!1a~rldoMd:\a1::.;,Si.riY'1::.ime:',afteY :i'hhe',worJ('is .Cc:llnllrtmcedfoy'a :period 'of.. 180 dayS. '" -;. ,'",.". "",::,:' :'-_ .'.,'- >.,."."'...,.. 1 f;"':'NOTiitce:;r;..;;j:.it'i~"ilI~,:;tesPon$iibiU~y '.dflchlO',peYM'U holder, not the City of Byemerl:onoy BuUdins Official to . Me "j;;;i;ifij6J;i;:ii(:::;bAait~;jye:ClU4Ye(L:insPecltiCffl$a ye'.,:made'.. '. ',TheperMi t holder' IWst notify. the Buildi ng. Off icial when yeady fOY, ;!";!in$f:riill::J'ti:~:;':i;\;I?$i<Ji~ie;:i;ofc"i.ti~hP:eYmit'holdeY,.to',J,ootif)' the, Buildi 1'19 Official' ofYequiYedinspections may'!; l"esuU ....... i:';;t;':;i!rif!;ihe';(i~_~jf,'(:W,:j1:',",;I[~~Ri('U.ftpi"li,'sueh,'f;ilrie"'that..'t.'-ij)eimi t '.holder .can'ieiJbstantiate ,to :the.:bui Iding ,off i.cial V"'t~t;l,-e~i:~~~#1~?;~t'f('!~$1iPY;'exaeeds'CCldeYequhements. . Any'deMolition. test:ing, OY financial buYdenshall ~(Ji:'~~"':~~i;;~\lr;~~ll)i'!lb>:'j'~he:\\f).eYMj,.fWholdef.ii'FaHun,.tc)'substantlate code yequi YeMem$wi 11.', indemrli fy the City . li.;i~lnef;;;a~/~tkt;!!:a:l;:l,:~~~ibil:f,tY'or' :liiAbilitycortrleCt'ed'. with the constYUCtion. f,\ii:?/P;';;~y'ib9,\'j:~:Yil;)iif~N't.hl!tih,,1i:'i:hlil.i,ii~::';~~~aniii. examined'~hi$j,iPerfliit,:and . know t.he' .~,t6,;be .tnie'. iam 'c:Oyyect.. All' ,_ .' ': -:' ' ,_, _, ,: ,_ c':. ~ '" ' "< ',_ ,,,' .' .,' _,' ,', '" ..':' " ,..' '_ :'_' " :" '. '" ,,' " .', : ': '.' ,': " " " '''': " " _ _ .- , ,_ , . " ' _, ' k:,p:Y:t1l~;ii$:t6~)\o;fW!l~i1lli1ld;~lf~narir:_;;soveYnins. thist.ype,of Work""i 11 be complied with whether specified herein ;fjiiaf:<:rtbtr~J;i;:the'~:S~lins:!Pf;a:tip.,Ymil:twi~:not\pYesume tosiveauthorityto violate oy cancel thePyovisions of ":an>i',.btl'i~y~tate:Oy 'loeal ",i1.~"yeguiatSingconst YUCUOTlOY . the . perlonnance o.f const. yucUon. ,i':"$.l9f;iatU1i'e.~:') "::,::""",:":;p,;:,'K"",~,",,,:,,,:" . '. ':"'1,:'" . ''''''"i", ",",: '" . Oate.:' ,:)111<:', t.;kyti~:'.:t1til'li'i;~i~,,~empf::;from ,the nQUi rements'ofthe . state . contractoy's yegisbation 'law~ undey ;\~!sect;.ioh;;3'~':,:Chiap~Y;it~. ..1awS"of; 1967,,; , , J,$i:9T:Iatuye.,,:jY';':":':'li:,/i;', .' '" :, Oat.e: ' '. '*******'*'*****'***lIOIl**.****** *, ' Percm.it,"Center-"'i:,;:Appr-oved .By= ""I 1 ~ \ ~L ~tLt 5- 5- [) 0 ......--.;-;,.~-~..r r'-,~v"~,, ..;r-- ,:,-'-~-- ~-;-;-~- ,--- ,,," .,r".-~';-r"'---':io- -;w~--'~r--"-"''''''---~'\f'~~l~M~,.I'~'\~!~~ ,1,<, . ~ ,";'1.';'" '!'!:?"6tI:r;.;r;i :(~'!'1J':,.' 1 I I I ~. "" ,1 ;f'~" 'ftiB~'~'t1ERT'ONI~;;;"~~~M 4 ,-- CENTER '.' 286 4th str.eet" Breml'f1'fon.. iJA 98337 Pbone: (:"'560) 478-5275 FAX:.' (360 )478--5278 BlIILDING.~ERMIT .,', " Job Addr; 4949 f~UTO CENH~P WIW LocatIon: PARR DAEWOO' Parcel No;; Applioint: CAPITOL SIGN & AWNING -PQ~OX 8106, LACEY WA 98509 360,,493.6070 Permit No: 00-0219 Status: PENDING ~pplied: 05/05/2000 Issued: EXPlrtE>s: . "~ ,,' , .> \~. , ..,;....' Owner: PARR OAEWOO; 4949 AUTO CENTER WAY BREMERTON ~A 98312 CCirdtlil,ctc<r: CAPITOL SIGN & AIANING PO BOX 8106 LACEY WA 98509 360'..49:3-MPUc it: C{1PITSA02;:~Bl Exp: 01-,21--2002 Sl.lbcontr: :t,"t .. 'cj,,:. Oe.sc; NO.1 ~30 , ~'<. *,)1( :~:: ll< if::<I<){(){( W. :!l(){{;K:<I<)\( * w.)I()j()l()I( *:<1< )j(.iltl!!. *)I()If.:<I<){I,)j( *:<< *,Jj::)f( >>: >>: li<: If.: *: * *){<:;{( *)1( if( if{ ill *)({)/I;)It )1C:1:)~::r.)\( *)/( * >>: * **:<<)1( *')/( it( 1f(,~*:<<:<<:*)I()\()I<:)j(){< :.to/Ok)l()I()/( *' ~t;t::)I:: yaluaij6n * Permit Fees: 69.25 Total Calculated Fee: 118.76 2.000.00 )I( Plan Check Fees: 45.01 Additional Fees: .00 ;~ ~:4: :<< Other Fees: 4,50 Total Permit Fee: 118.76 ~*)\( m;:j()I<;\()\( >>: * :~( )!o!nl1 i!';)/<)I(. ** *' *)\( **)l( **)l( * ** ** *::iI~;<< ::j()I( )/<)i(){ot,)\()I()j(*::\()II.)j()I( >>: ill ** *:<1< *)\()\()I(::(( if( w. * ll<::J<)I( * * *)(<)\( >>:: *:iii<<)\(:<< *)I:::<<){()I(:<<)I: >I< **)\;;:<<){I.)(< ~ ;i:;hi$ p&Yfrd. t $haUbecofo\t null $,nd VQid it t11~' b!J.ildH'~ or ',JOyk ",uthodz.Oi'd by thi,,, permi t i~t, riot c;(.;lIYlIYl€-nc'ed ,-lit.hin {eo dill.y'e horn the datlt' of $uch p~lrrnH., or if thi~, bui1d~,.ng CI( work auth(;niz.ed tw wch Pl'i'tTllit i$ su>iJp'llmded Of' 'llbat\'ldmwd il'!.t ijl!f1';,'; tdolll<\! aftel' th<6l. \.)I-"yk i$ C()fl\ioo'Ylced 1'0'1' ~.. P~Yiod of 180 day"-,, , '., ~ '-, ' ",' \i ~ ' ' " . . I. . r.J.<J1"ICE"""" It i\i,\ t'h/$ Y<:i'".porl$;ibilUy of the/pemlit }yjld\?y, not H'le City crr- 8Y'&Ill\i!rto1'1 ()l' &liloing Official to ~ '_ ..-""'....'*, . tp it tb<i\t re"llji'(~ :ln$P$(;:Uo'n$ an" tMadill" , Tf)(" pOi''r'fllit holde'( lllU$t: notify th.ar Building Official 1pjhen read>'l fcll' in",p~(:"l:iQrllS. F""ii~ll"e erf "::11.. p~ml'dt holoor i:.C) notify thf! BujJdin;l Official of re'4Ui l'l!?d inspection$ mllW nNl,ul t in the $toppa,~ of thej,Jork lJxrl;.il ~jllCh tif(lG} t.hat th<l'< f)e'(lI\it h<.:Jldef' can ~ut.<st",ntiatffi to l:he buildin9 official Hl*1.t i:h~ (,~onl;e;al...d !4c:wk ~l';H\'bil or eXce~d~. cqd~ y~'qui Yl$'mlllni::s". All'/ demo.u.ti.or'!, te$d:illt;j, Or' fi n~1ncia1 buycWln sh..ll b'i? b(!nll~ d:i.\'l/ilct.ly l:w tJoe per~llit h~)ld~i'. Fa il 1,1 n\; to $l.lbi~tantiate code reqUireOlentr,; \olill inc\;;?mn;Lfy th~ Cit,j' :i\Q;:!I,il'/(-st "mY' <If'ld ta.ll n':!$p(~rn'i)ibiJ:i,t:.y or .u",bilit)' connec1:~J \oJi.th the COl1styuct.iOrl" 1 hen,:,by CI/I'yt.if>' 'I:/);"t I h~\v",. f"~llUJ ~;rd 1'11>{l\\111in",'d thi.,,,, p;rmnit. l!ll1t'J kn:1W the ffitJ.1MI to be tn,le ,,-rnd cqfrlitci:. {,n . P'(OViiiliol'\$ of 1"-\<1$ limo oro;.hrl~UlCll\S ,~ov,wning this ,ty(><& of t-JOY/( l>Jill be cOfllPlill\'o with whwth",'Y' speci'fied henl?in (:n' not... 'fl(i!" \?<\Ylilnt.ir'I\l'l of <1\ 1;::<.\,ymH.doelil not pnl"m.llll~ to givOI authotity to v101at'" 0\' cancel the pyovisiol'l$ of' arw othl<n" ,ma:e.t!l' or lC1C~l 1l!J,~.J f'il."\;;IuhlHn"iJ Cr;Ji'!$'t~'ud:ion or- th... p~r'fon'M'lhc>!J' cd construction" DiiJ.t:.o(i!" ,_.."'_"___,,._.....,,_..._._~.....,,~.__".""_....__~"..~. 1 (::~ri::if)1 UJl!I.t:' :r ~..\fll ~Xii!tTlp"l: ft'offl th~f Y>J,1quj r'ema-nt$ of the $tat~J' c.:Jntn.,t;i;r,;'r"ffiYIll<.;Ji,"i,na+':ion 1a\,.), ur1d'in Sec'l:::lc1n"'2l.. Chlli',l1J'!:",'r. 121'5" l:a\wa~ of' 1~il67" ~5i';1l1i1l.t.\J)"ili : ."__"....'M'.'_......~".>~"."~.;,._._..".._""_._",.".._.."......_.._....."...."".., "".., ....._ _....''.",..____...,,_. Oa t~.! ~ ......._."....._...."'''.'''._..."...."..'''........._..,,_......u_,.....,._.._.._.._. ~ '\' FLl: 5- 5-00 ~ - " - - --- " ~- / / *~*.**I*.**.*.*********~*I* Permit CerlterM~'ApprQve.d By:",..", ,,' -- -~ ~-~-~- ~, ;"/ -. - I','f~"'\""'--;:"'~~I 'W',_"''''-:''.'\:, 'W""'~<"'~", "'" .,,'('W, ':''r'"''; , ( " ;~fW;~ " g;, 'i 1~ II II il ,I f:jddr ~ Li,:rC,lIt P ii rei:; 1 I'.h:> ~ 49.i9 P.P,RR B M RTON PERMIT CENTER Phon;~6. ( ~60 }s ~~~I~.'f> t!t,. JA.!". 1'.atJYI"~t;Jtl i. ~,',.'.;' -..'''.':0.> 9:7;;'~S27f~ l;~,i :' i'" ll!:t. 'I . 1" . , i ", ~.....'\.;, , f t..." ~ ....' . "',' .~ '-;', _, , . /:\I,:JTO CnHEf;~ t~(\Y , MAY 1 22000 .:.::;J Permit No:~ OAEWOO Status: BREMERTON ~lpplie(j;: BUllOlN<f ,QEPAR!MF;~J: ,~,,(}!.J '.'"<,'! "~~",,':'."""6-t.Jl \.J 00 --02.1 ';f PENDING 05/{jS/';:~ClO{) !\;t:.2" nl:: C{.\P,t PO J:JOX :::;lGIII ~f' f>jl~NlNC l,.M:.:n{ tllt.l 913S{r9 i I I I I I II I Ii I: I, Ii II II II 01,1' fie r :: p ?:~ (,;,~ F< [\ F\ t:.v,1 0 CJ PlUTO ~&A'Y I3PCllUH01'r-J, lIJ{\ (. '? I I l 1 tractor: CAPITOL SIGN & I PO BOX 8106 l :1 C I' t'" {"f- 1"1~' ,. :: .1' ../.\ .h".t ~ il . . I ~'1'\."'''''('" II ;)':-". ,. I 4 'is?..4 j~f f~ (iJ N :r j,f\J bJ(~1 ';1850') ~;:3''''60?~L. #: CAPITSA02281 Exp: Ol-21~?002 I~- -r; l!~ ~~Nw .***~*****I.'*~*****~***I.**.*~*.*1 Vi.~lu;;lt;~j1n If.: P!.:~rflllt F Z. 000 "()o* P 1. a \l C F ". * ot: hel' {(:of: !I!.)/, * /,( :j( )~.* 'k( *" .~)It;'li ~(;I(** 11'; *]I( >I'~ *,:t. * It'',wm'T''~' ~****.*****..**.***I*************I tal calculated Fee: 118. ?idditiol'lal "on TDtal Permit Fee: 110.76 I *~)i( Xi *:;'1( * :1$0.\: )j(::I;;){< w: JtI)/( x( >>; * )li, ~~ *::({ i\0l(:*:t * ::Ii\!( :~ ll( 1,( itC!!; Ii ,j \i\lwlll r~ll" ~'I'l\"I "() \ ,-I ,/'1' }'h'" l"',vi"d',f"'l ,.~\., j""'r'k"\'IIH'~"Y"z:,"("!: b" ..........f. '",n!"rrl''''' "":'1":-"(' ,.;:....~""">j....,l\'.-! ",'i'.I'I"f1 . ".. ' ,,,, ,~ ...,~ ,r >l. "" "".,.t, ,~~:tt- (,..", ,', .". ~,l',.~, , ,''''' ~ _IJ. ,,;r ~,-"f,t.l,;'", I" "7; ~, ....'" .,l..'w' t\M '"' :"',.."t,...~""'~'.l".<~',",'\J ~"" \....~ _,I, ';'1'1' (,'UCh 1'~,n'mH., O~"U: thb, bu:i.ld:lnri,l III 1,.101"" 'Jl.uthm'it~id \1IY ,J,;Ud'l p,~nYd.1: :i.t'l, ':Bt.tJ::ilt'>%'nd~d- i;W ',~'f,t\~.( 1:1".'2 \,.:;,r"k,h;. (x:.mn~nl;:;~)}d f<:n \,l. P,&"'i..:;~:;! (,f' H!t,i) e'i;,H:,ifv' t.hsd;. I l\@ "fJ.,lifflipt; h"C.'fff '(J"'i:" 'n-:~~I(,d'('.,m(1:1"t\:'il' ('''I'' 1:1'1,,) <;\'1,:,:;;1'1;11) cGmtni.\c:'I:.Ol"io\ n;l;,Ji,,)'t"(i::.tt:L'~:,n h\..,I, \JndllH :?'~ '!>' t: f);)t:'l '~:,v;n' ~.;:r,~6~ ~ '1 ~~Af~l:.ctl {;r~~ 1. ~;.\~;(~j')il "' ':,j \i:tY'Q'l.t:ur ~j ~ .................""".....""...::,..,....".,.... ~.,....""'.."M.'^...""..............."..~..".".:;:"',."..~....._........,,.,....."........,...... ~...~...".." ,. ....... o,~ 1;;fJ ~ .,.......................,.............._......."'".......R......E....".c"..E...,.l... V E D ~ 0 :~::i(:>j(~n!(*ilqnl\llf*;iIOI;)/(:<<*nY.*:*:)j(~lc*;I(:~,'I,(~( MAY,' 9 200 F( LC ~ \ \ (/'~; \ ,~J J r / _c 1"""..... ~-).,.. '.......... i ~ I I ( ._ \.j\~ ~J\ '''----- ~ j'-' ("\ ""'''''''1 1--, _~ \ ) ........1 ....r' l~_r" H)n,t..........,.....,,/~ \.//)':.-'''~ '1. .-' ..."..,t.".,,,,,.. u D ,(1. t. ~~ ;: ".....~":.IL,~...~..A..,.... CITY OF BREMERT Perffiit Cpnter--ApprovRd ~ .~ '''''''''''-'''''''. ,~"I' , ",. w, ,,,. .,.d' ,~ .~, '"'. ,y.. .. -''''-'''', _ i'. "~ ' , .?":'." "c', . .,......,.,-,'~'"""?~~..~~.~"~.,'-_...,,'~......,. .....1 I \ I 1 ! BREMERTON PERMIT CENTER 286 4th Streets BremertQn~ WA 98337 Phone:: (360) 478-5275 FAX:: (360) 478-5278 BUILDING PERMIT ,Applicant: CAPITOL SIGN & AWNING PO BOX 8106 LACEY WA 98509 360-493-'6070 Permit No: 00-0219 Status: PENDING Applied: 05/05/2000 Issued: Expires: Job Addr: 4949 AUTO CENTER ~AY Location: PARR DAEWOO ParcelNo~ Owner: PARR DAEWOO 4949 AUTO CENTER WAY BREt1ERTON WA 98312 Contract6r: CAPITOL SIGN & AWNING PO BOX 8106 LACEY WA 98509 360-493-607Lic I: CAPITSA02281 Exp: 01-21-2002 Subcont r: Dese: NEW 30 FT POLE SIGN *************************1****************************111*1111**111***************.*,...***** Valuation :I< 'Permit Fees: 69.25 Total Calculated Fee=J18.76 2,000.00 * Plan Check Fees: 45.01 Additional Fees: .O~ ... Other Fees: . .4.50 Total Permit. Fee: 11B.76" " :I< )!OlOI()I(::I(;I<)\(. * ** * **:1<)1(;<< ~()(()I( *:ll: * *l!OI<ll< ** >>:){(::<<)I< *')/(::<<)1( *)1( *::k. * **** *** *)I()j( )!O!()jOf()/( *)j(lK)/( ** *)/()/()/(:{()/(;I()/( **)1( >>; *::<< >I: ** >1<.* *.)/()/< ** * ** , . /'- -' , " .' '." This pa'i'mi t $h,3.11 becoo,1enull and vcdd if the buildinG orwoyk autho'i'iz:ad by this penliit lSDed:. c;omrnenced v.Ji thill 180 days 'hOrn' the date of such p~Ymit, 01" if: this building 01" work author'ized by such Pel'mit i$i\ sUspended ot: abil\'ndoned at any ti~ aftl!!Y the woyk iSc(')filfr.encedfoy a':j:leYiodo'f\lee(:ia~.: !\lOne!:: - Iti$ the responsibility of the pi'!rmit hold~r, not the City of i:.h'emert.on or 81.tilding Official to' see t:o H that required in$pecti,ons axe made. 'i;~The peymit holde't must no+..:if'ythe Building Official WMT1 n:d-adyfor . 'I . . -" .:. . insp ect, ions. Failul"e of tM permit holder to notify the Building Official of r,equi n~d inspections ma? l-e$ult . ill t.hestopp~ge of the .1_IOYk until such tiOll;: t.hat the permit holdey can substantiate to the building official that the cdl'lCealed wor'\( meets (;)'1" exceecl$ c'6de r~quirement$. Any demolition, tp.sting. 01" finaTh,,::ial burden shall be oo'r'i"lfiJ clh'ectly by th([f 1)el-mit. holder" ra,i li"rre to 9Ub$tantiate code yequi rGments will i nclemni f'y the City again~~tanY &J'id aU respol1$ibili 1:1' or liability connected i-Jl th the COl1$tYlJction" I: hel;ll!by cerH '!'y tMt I have n~ad andey.amined this penai t and kn(")"t the same to be t'rU$ arid coryect. All p'r'rCl\ti$iCli1s of 1~"'~9 and on:!inancas!;J(.w~rnin9 this type of "IOyk will be COIllPlill'd with "lhe'ther specified h@Yoi'in ot>n6t::~ . TI-ie 9~;Gll.rrl::,ing of a p>&Vfl\lt. does' notPYe$ume t.o give authot'ity to violate 01" c:~nc~l the. p~ovi$io'fl$ of an)" ot-hey $'t:ai',((i or local law regulating construction \)1' thlll pel'formance ,)f construction. . Sisil1<1t,Li'(e~ .._.__~_._"__._,__.__~.,~_.__,,-____.___~ Date: _____. :r certif? 'th8.t :r am exempt ft'om t~ requirements of the state contxactoY'$ yegistraticin law, 'under' Section 3, Chapter' 125. laws of 1967. Signat.ure~ ,__"_._..__._____~,___._,_._._______"_____ D\;\te,~ "~.,....;,.___,_______._._.w__~_. *************************** FlLe 5~5'- () 0 By: .____~_"'____ Date: 3 ---------- ~-- ~~""',' '''\ \ f \ \ \ P~rmit Center--Approved Lv\ r. lr--' "(\:;.i' V\.-- \'".,. ~.~ L ,- ,,,~ ~~ ,., _,." - '- . ~ "' \IT . ': ( '~\1l. ;".I'I':t'...,~ ";.~~\ll\~d.'!)\',~1;;I' " < ,.;;'l5~rf~IWi'f';!fi!iJ~I"i~;~~j,~r l ,. :i[;I(;j( :~( lK ~,~ * *:e::<< }Y,w..l.\ i1l*)lI!:~~ ltJt:;)I; :'~ ~ it;;!::m )1'*, II! ~,*>>i )1::* W 1\()1()I;:~)I;;% 1I::f.:<< ~ l(( :.i:.1f,:t:,.1,!f~1f;,(i( )!OlC:!l *)~;'I(;f( 'i:{ )1:*.$ *' \ . RECEIPT ***WW....***..**..I.**.*~**I******..**.II.***.****.I*.***._...MJ Nli.11Ib~H~ OOOO():3?.l /;'lil\{)tf,nl~45.i,)1 Ob/05/00 1.4:;17 Pi~Yilli.:H\t lih::::thcd:; CK Notation: C(.lPXHJL CK Jrl ~ V~! ....- .."" "'. -',"" .,,~ >,."f ..... .... '.~' '" ..,.. "" ',i, .;, ~,' <<~ 'w ow....~ ,<" '.,"' ~". ~., ",. .)" "" .... ,.." .".. ,,,... .".., ,....",. .., ,~,........ ...... 1<\' "~' .~'" ...." ,.". '" '"". ~~. 'w ",,. "" ,"" ,,""....... ,,,,' ...,.. ..~ ,.",. "., ~~ ',,, "". Permit 00-021Q Type: SIGN t (~: Addrr::~'t'\'~:; AUrO CENTER f.M1Y Location: PARR DAfWOO SJ:GI'.! PERl'II'!, Total Fees: 118.16 'thi~: PaYIIl€o\nt ,~~,.O.l Tl}tiJl Pmts 41;).01 l~n{:e~ 73~75 *****.******M***.*.c.*~*.********.*.,.*..**~.~**.**.******...**~ 'Account Code Description Amount . 16"345"tc?,()O (45fIO) BUILDING PUiN CHCC1< liS .01 t -,'"I I I I ,.,. '....,.." ~'" '" \,~ .,,~, "',. ,.., '^'. '\.<' "" ".... ,..... .~" ~, """...., "'N ,,",,"', \..., ,'... ''^. _. .,,, '.,.,' .....,...... 'w..... '." .... "" '",'''''' .~~ w. ",. ", ,'".... """ ,,'. I' 1% ! ~~\ .1 ,~ ~ .>- / ::--_-.'.'....-----.....,~~~_:.1~1' I, ..._....':J'..o_ .,~.' --- >. . 05/05/2000 B0:43 350459351273 PAGE 01 CAPITOL SIGH {5~ l - ,":,-:L'i::$""'B" ---0"-:1' 1N'~rf'__""'-"'--"'-"""'"-\'i''' U,,&,I" '-o..i'!"i;~:i"":'-" ,. , ----'--..",.." ": " 'W 'u~ii" "llAPP ..n' - - 1,..-".-----' < '".;;W1,:~!~'M:,,\',,' m " , ,. '., ," . ", " "", J.!:!!,:.'~':~~~'l,;' ,;";;:.,~i:",,.:, . .' _ ',""."i"";';;:', " B~'~'~' ,; 1<:,,,:,2~:~~:~~et:,,Brem~~~;WA:-:~~~~:,:,,.,,~l~(t '478 5275,:J:r~J3(;O).4Z ; 7 :.:';:,: APPLICANT: 0 OWNER [)J CONTRAcrOR 0 OTHER: u.c\,{q SITE ADDRESS: ~ At..I../o.. (lis-;JI~tE.JJlltf ASSESSOR PARCEL II: OWNERt .pJ1'n~- !}!4IF(J..){)() CONTRACTOR: l'A:-E/:k)' S/~AJ...J !/(..)JJ//.JC; CONTRACTOR 1:ICENSE ifeA~.YAa~~aL CONTAct PE.R-SON; l1'l/K ~ S-J.Il<,Y' ~ ADDRESS: ADDRESS; ...e a e l) x: B i() b - f If C- fiV, t.J n. q r07 EXPIRATION DATt!: o'll;:;. I / ~o~.l. _~. CONTACf PHONE 11 3(,0 I '/~ j~ ~ O:Lt2 / = :!: TIF ~~ :::..::= =- : ~ ~OS~P'~~~A;1 ~'~,~:d ~ i ~/)=;=;~ ~ AGE: D-!vel!mg: _ _ C.mlgc;_ _____ DC(w,:m__ __~ ,^__ Q1'/nU!nt Use Ont :<i ;::,vA!JWA't-l~N!d':::~; ~"J~LANi~EW ~::::~\:},:p. ." -lTi~;:;<l ,'i;$tlR~Oa::r:: - "tOTAl..a:.ES : $ '2~ODD ',.-=-- $1' D J- & '$ . -.eNERCY) ~'6.60 - $ ~. 5 STA'rE: ~,~o , r--~'. ~Q '-f- ~ITYI "-_ J~~ ~ AppliCl1i~Q$ ror which no permit 4 issued within 180 days following the date of application shall expire by limit<ltion, and plans and other data submitted. {<if: review may thereafter be returned to the applicant or delitroyed by the building official. The building official may at~o.d the time for action by tbe applkant fot' a period Dot exceeding 180 days on request by the appUawt showing that citcU1llstau~ beyond the control of the applicaat haV<!' pm~ted aroon :&c.m being taken. No application sban be cnended more thaa ODa:. In order to Rntw action 00 in appliwtion after expir.uion, the applicant shall fefubmit platU and pay a new pla.n review :fee. o SfR OOUp.u:x 0 MULTI-FAMILY 0 BIJSINESS 0 OTHER: ~ : WE )i [8J SJGN 0 DEMO 0 MOVE BLDG. 0 MOBILE 0 GR-IDtNG(Yd.):__~ " ;..:1, . MAY 05 2000 o NEW 0 REPAIR 0 REMODEL 0 ADDITION 0 OTHER:~ BREMERTON o SEWER 0 SEPTIC BUILDING DEPARTMENT 1 bereby certifl that the ahove infirmation is correct to the b~t of my /eMU/ledge, ,..-'APPLICANT'S SIGNATL'RE~d+ 1bi"i'?Jot.....u.1 .flY,;' DATE: r-~"-~cC . CITY OF BREMERTON · 239 4th Street · Bremerton, WA 98337 CITY OF BREMERTON DEPARTMENT OF COMMUNITY DEVELOPMENT May 23, 2000 CAPITOL SIGN & AWNING PO BOX 8106 LACEY WA 98509 SUBJECT: Application No: 00-0220 Site Address: 4949 AUTO CENTER WAY Par Daewoo wall sign Your building permit for the above site address is ready to issue. The balance due is $ 59.34. 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, Valarie UezJM Building and Development Specialist * Equal Opportunity Employer * ~--------;;-- - --- ---- - c:BR'EiiiMER~ON,. ,PERM\J:.': .!';;CEiNT.ER !i~,,<...iJ286i4t:hStr:eet _:iBremer:t.on iWA 98337 ,:::rRht:me,:,i'(:360/ji,.4Z8-f5275 FAX:. (360).<478....5278 . ...,BUILDING'PERMIT, tr.;:)t!'~~:~~j~~'<<i:~~!~"=.,o/'I\~~4i~;;,;,AUf'O.;;':'fE:~if,if:R~,WA V ' ,~, .Ai oea:;tdi~n.~':P:A.<R:,Q~ElItaO ...., . . . . r:;::=;;f;k:~~~~~~~N;:~98509 ! . I . I "Owner..:' PA'RR ' ,QAEWOO . '. . . ... . .. . .i4949'.AillacENTERWAY BREMERHlNlIA 98312 .,.;0ol1t1J;ac:tiQ,Jrj.i:.',,;€AP;J:,f,:Qb SIGN&'AldMING'" . , 360-493";607Lic . ..' ';;'iP(hBOX,S4..06,.,tACEY WA,9850,9 : ',;Su'bcont r:,,; .360'-49:3--6070 i". : Perini t No:; 00-0220 Status: PENDING APplied :,05/05/2000 4ssued: .." Expires: -, ii, #: CAPITSA02281Exp: 01-21-2002 Oe.sc:' . ,NEW' :;W.Ab.l '.SIGN :1,1 . !:,;:l1K~****,*~~*,*.~i*,JI::*"lIl'*~,*******nn**lt**nn**n********n*n*****n********n*************n****** :;',Va,lu..:t;iorL(",",)j(,Pe,rmit Fees: 38~75 Total Calculated fee: 68.44 .:'l;,()OO~OO;:;.* P1an.Cneck.Fees:.. . . 25.J.'9 . ". Additional Fees: . .00 """,'...... ...,..,."t;\t.l..e"""'C'ees." ,...<.<1"50 . .' . 'T^ t'a 1'" Perml..t fee. . .LO 44 ,_ " , ,f~~?;;~~~~~i.", " !i_,;"~;"~~"~:,<\I~r",:I:t 'Ii~>:.'~'_, '_,'1 " . "'<',:,~'q~. ,t"> ,,-,' (.1 . b! ,.','. V , ".~,. ." ",e, .,. ,. .00.., 'Y;:ll(t.*~~.~..~~fI~'*'~,***(**'*,*,*;~****,**~~*~*Ik******'l/(.*:If********lk*l<<'* ** ********************************* I. ...... ,'.:e", '.' '.. ;, ,.." .' . .'. . . t .i;:i1thJi!~1~Mi:;tii~~!tiJ~"l1lilll: 'arid' \1Oid'J. f., bhe:bui Idine01' woyk authoyized. by . thi$ pet'lIIi'l:. is .mi:. CClI'I1I'Ilenced wi.thi n ~o\:1~~ltl~~;ii~1.'b~:;~dlaftrQf;~h peYMit.oy.if.tMs fuilding OY'WoYf<. au'l:.hori.:ed by lllUCh: PE!nnitis suSPE!l'1Cled 0.1" ... : ''''''''-..=........., ...,;>,: ,.,. "'Li' .,:f...., :<...... '.' "'.' ...;....-'" f . . ....... f' l""".......u · f..iiH_f......"".j..:'...J:.a.v:!~.1)'"If'Ile:,;:a,1 ...eY:>.......:. WOy",':J.S: :COIIlII\E!.............:,. ;ot!': 'a' iPElYiI:"",,:"O ."'i' QV '''''''7S;;' I . :;:.:;,~:t:ice:f~~t);irf:i:!ils;:f:~i,ti_OnSibi1ii:Y: of'l:.MPeYIIIHholdEly..not .the. City of' Byemeyton 01' Buildil'l9 Official '1:.0 see ;1 ,~!,i1lQj(;'ti:t':~~P1~e~~1f~~;iir,i~~tiOnSa~;e'imadf1~\>iTne p&ymit. holcleywst notify. t.he Building Official When yeady foy , "'t~~ti<bti~}:I,:~~i~uie 'of .'l:.ne 'pE.Yllli't holder: to notify ,.the BlJilclil'l9 Official of yequi Yed: inspections may . yesu1 t '.il1'\'t'h(!f;~:~ase:"tifHt.M',WOY,k:,umil:such.<timethat t.hepemit.. holcler.can:substantiate to..tle;building official . .t:ha~ tb~.;~l'lC~ial~:~rk{nleets iOYft><C:eecls:Code ye<iuiYements.Any.<dell1Oli tion, testing,' oyfinancia1buYden shall ;i'\;:"be0.bi:n~h~:(i(jj:iJ\<;:eOt:l~jflW,;:tt:il!f,~Ymi tiholdeY.. Failure io ,substantiate' code !Yequi Yefllents wi 11 . indemnify theei ty !i ;:a9'lik:in$tilll~'iliiTJd;a~lrf;yil~eibHHlCY'oY .liability.' connected .with 'l:.he const.YUCtion. if '; "kj!:he~>"i.~l'tif;Y\ ~~~l'; havenad . and .exalllined' thispeymi t' and . know ,'i:he Ume '.'1:.0 be true ,and COyyect.. . All . . If;.p'l-~i$i~.c.ofP.iaws)andoYdimanc~igoVe.ming.thi$ type .of woyk will be complied with whe'l:.heY epecifiedheyein . " 'aY,",~t:~~;:rMi;::gy~t;ing,;,Qf~'apeYlllit:d::ies noi:p;yeSUmei.'I:.O.gi ve . a";t.hoYi ty to violat.e oycance i . the pyovisions of ,i.. 'any; ;o:l:;hey,,''iif$te?~'ciYi~lClCal;'l:aw ,'Yesjulating..cons'l:.YuCtion 01' the' peyfoymance of const.YUCtion~ I .f';j;Si'SnatuYe:i'\~:}:';', ..... ," Oate:. I . ..' I 'I:'cel':ti~y<:that:i;.am;exemp'l:.'ifYOl'llt.he:YequiYement.s of 'l:.he s'l:.atecont.YSctoy's. yegist~ation law, unc:IeY :"sect.'iot'l1!'31~:':~P:t.eY'iti;a6:;t!tlawS:ofi,1.967.. 1:'("'$i_tu;Te~i;{ii";,!;!;';'ei;i I I , .'i <,-;"':-,{, :;:.<j-: .', Oat.e: !1/~\"';*,~,**,llI~~~*~*i**~*~*'*'~*~'*'*~tt: **;.. "'",,,' i;\!,!~ej;;mit~'.iCattitie;t;f'~~~!r;oij~d'iBY:, '. , Date: rlLc ~5-00 If) \~ [j 1 ~" I''': tl~', Ir ~ , ,." ;~;r,i:'1~?_~~W1/\1~Jf'\~:~1' -, > "1*~t~~j:';~~~:itW(if!~~'>:"r. " .- .<I")~ ^~ ".." \. .-. ,Applicaht: CAPITOL SIGN & AWNING PO BOX 8106 LACEY WA 98509 360'"'493-6070 Permit No: Status: Applied: ,Xssued: Expires: '~"~~/__[7~,~\~::- "'1 , . '1 1 I l ! I 1 j I , 1 'j 1 " 1 00-0220 PENDING 05/05/2000 " j B~EMERTON PERMIT CENTER )ii 286 4t.h St.reet"'8remerton,, WA 98337 Phone: (360) 478-5275 FAX: (360) 478-5278 BUILDING PERMIT Job Addnt 4949 AUTO CENTER WAY L()catii;J: PAR DAEWOO Parcel No: Owner: PARR DAEWOO 4949 AUTO CENTER WAY BREMERTON WA 98312 Contractor: CAPITOL SIGN & AWNING PO BOX 8106 LACEY WA 98509 360-493-'607Lic :Ii: eAPIT SA02281 :Exp: 01-21-2002 Sabcontr: i, i ,'I Oesc: NEW *:<<*:K::I<)\':)!(*)l(* II<:I(*:+: *)!(,il(:I<:l<*)\()\(l!< *::I<)/:)I()\( :\()!( *)!(){()/( *)I:::/()I()I::)/(:<< :1(:1()1< *:u **)1( **:1(* **)1( l!O!i *)\( **'* *)1( * *lIi* *;!(:i()!(* * * **:tlli)l:: ** * ** **){( * *)(( Valuation )I( Permit Fees: 38.75 Total Calculated Fee: 68.44 f i l!OOO;QO )1(' Plan Check Fees: 25.19 Additional Fees: .00 i )I( Other F~es~ 4.50 Total Permit Fee: ,68.44 'JI(~ *)\(:I( ** ** )j(',:!Ok***:nl!O!OI('/l::*** W.){<:::I:: **::1( **)l( >>:lK * >>:)!( * ll<;!< ** ** ** *)1( *** * **)\()l, ** ll<:*::I:: *:t: * ** *** lK:I()(<; ** **%)!()I( *:!<)j( )IOK* * :<<***::1()1< ",. S~i$MYtr\it$hall b~coom l1ullal1d v()id H the bl..iildin9 01' wo1'k a\.lthc.)'riz:~ by thi$ peymitie not:. commenc~d:w~thin ~f(l dayi;! f'rolllt~~,date of such p~~'mit.. ()Y if this bt..lildin@ or woYkautho~i.z:ed by such pnmit is $U$p~'f"lded ,OY ',' ii!i,p$.ndon~d' at: any' ti,~~ after the work is COfllt'lWme,;! foy 'a., peyiod of 1l30c..\!iys., ", '. .:1,;- ':' j ;1 i " , 1 " I '1 l , 1 1 '; i I 'j . . ' Ihen!bi-' ceyt.i f>; that I haW\' yead arrd exarni ned .this peymit and ,know ttw: sa.me to be t, ni~ m1d coyyecL All p'(ovi..dons of.l<l\~.sand cwdinat'lCtJloifl govel'nin'9.t.his type of woyk will be- complii-d \",Uh whether spe<::ified r.el"ein , OJ' not:. Thill gyant:.ihg of ap~.wmit does not presume to give aut. ho'r'i t.), to violate 01' ca.ncel t~! pyc.visiorw of ~il.n>,othiw $tate 01' local laltJ regulating con$h'l..lctlon 01' the performance elf coriSt.yuction. -" '" 'S:i,gnatt.l.,.e~___..,,_~_w___~ ' 6.at.e~w_~_.,__~__.___,.____ 'ir t I (;eri:if)' tha:t.l am exempt fyOOl the requil'emerrt:.s of t.he stat.e COl"l't,Yi!lctor's registratlOI1 1",1,.." undey I'Sktipn 3., CI1apter 126., la\.\l$of 1:967. i Si9natuYe~__~_.;~~__~_.~____~__....__.____. >!< l!<: il:::t.:;!:::<< lK *' >>,.JI(*:.i( * *::<< * )j()I()I( l!::::<< lK>>:: lK::!()j( if, Perm} t CeVlter,..-Approved By: ___....t____...___ r oa.te~___,._.___._,___~___~" / r~ . r tLt~ 5~ 5~D 0 s- - 8 - ,[) t) .------ < --~ Da t e: ---7------'--- ", '- 05/05/2000 g0:43 360459361273 CAPITOL 'SIGN PAGE 01 jtm:lWEW M~_y' (];) 2000 . ADDR.ESS: BREMERrON ADDRESS: f:a. A,)r Blat; - /~~JJf1JO.ARrMENr t:i r07 EXPIRATION DATE: 0/1 ~ ,I ;)o~.:a.. _ I CONTACT PHONE I 3l#O / </ti i- ~ O:L4. o spa 0 DUPLEX 0 MULTI-FAMILY 0 BUSINESS 0 OTHER: ',~ m nile ~ IJJ SIGN 0 DEMO 0 MOVE awe. 0 MOB1LE 0 GRADlNG(ydt):_, ;..::J . . MAY 0 5 2000 o N!W 0 :REPAIR 0 REMODEL 0 AOOIl'ION 0 OTHElh BREMERTON o SEWER -----BS:Ep: C BUILDING DEPARTMENT ,-". INTENDED USE: SQUARE ~OOTAGE: ~lljng: _ C.ragc: D~kJ: For lI1't1Jfi!nt Use O"t ~.,,:, :::VAttT'AT-1MihfiL (::p~~ F.Ei:;~;{ ~i:Al:T:. '.' Itti~;iH;(:: ,~.;~ua.~a.ES::;!:': : '.: TOTAL fE,ES $ 0"'::>0 -- $ I fA s' ENERGY: S,O.OO 5 , 5 'VJ STAn: $4.50 CJTYr $5.00 A Ii ., {O' _-1.' h /Jd 1.. c: ~Cl/J~ t 0 da: LoU ' th d f pl' . ..LaJl .:L pp catIOns . r WIlle no permit 1$ J$S\IQ1wiUUri . 13 IV owmg e ate 0 ap lcauon lJ/.l apueDY limitation,' and plans and other da.ta submitted fur review may thereaftu be rerumed to the .PpUca.nt or destroyed by ~ building offi~. The building official may w~Bd the time for aciion by the appliant fl}r a period not es:c.-ling 180 days on cequen by the applkunt showing that cirwmstaACU beyond the wanGl ,of the. appJiam have pmaated action from being taken. No application shaH be c:nended more than una:.. In order to renew action ~narl applialtion after eqJiratiol1, the applica.nt shall cefubmit p1aO$ aad pay a new plil.D review fee. ] bereby certify thllt the ahove inft'1'1t14tion is correct to the best of my fmmgledge. "'-~PUCANTS SlGNATL~;J~ .f"'f1?Jot -- -ilW,;' DATE: r-c:lG, ~~oC CIT)l OF BRElVIERTON NOll-Residential Building Permit Checklist Applicant: Building Permit#: Date: \~er Sheet (w/occupancy & type ofcoust) \1~Plan (dimensioned) ~L-' \7 ~e of Work _ Zoning District Indicated l/ Completed Application _ Contractor Verification Bid or Floor Area Breakdown \..~..-r:andscaping 5~ _ Floor Plan Parking Plan V U Framing Plan (cross-section) SEP A Checklist (if applicable) \~ gl.evations i_I Site Plan Review Questionnaire '-'2rFoundation Plan t.j"'\~~ Vicinity Map ~ Barrier Free Compliance L..J Special Land Use Conditions ../..-"-/ Or Permits v7i Architectur ngineered Drawings Li Sign Permit Applicable =1 Street &_ Utility Permits reqUlre L Plumbing Plan. ! Mechamcal Plan I Cross ConnectIon ----j - LJ NREC Stamp/Compliance ~ Fire Department Info _ Lighting _Alarm System -'vlechanical _ Sprinkler System _ Envelope n Erosion Control Plan i----< LJ WSVIAQ Compliance U Storm Drainage Plan LJ Health Department Approval co;~~ W O--QQ ~ p~, ~ ~~514- - - : - m II}\. Q Q/l ... .. _ _ /2 o/l - _ @ ~ )~~) 0-&-c&r-r0 -- ....,,- '~' S"Cj;0" " C:\My Docurnents\CommericaI Checklist.doc Last printed 02/26/99 9:35 A1\1 I'~"~'~'''--''-''~''~'-''-''- -'-'..........,,............,,....,..,.,.-',.......,'-',......,,',..--.'- ~..'..--'.-.~.~--'~'--,-..,-,--:~,.~"~.'l I I I I I I I I l I I I I I I I ~~~~**~~~~~~~***~~~~~~~**~**~w.*~*$~**~~****~~******~*~*~***~*~~* **w**~*****~~*~~**~**#.~~*****~*~*~~**~**~**~*****~~*****~******* Number z O()()Oo:rO{) Al1l0U!it [, '1" 10 05/05/00 1.4.: H) Method: Not: CAPITOL SIGN CK 10ft: VW r._....ftM_*~,____'__."W._~_~~~___~___~~.~.~____ t!91 LOc:a.t.iOli: PAR PERMIT td fY~' 1 Fees: 68.44 Total ALL PitS: '.10 Ba 59~34 .~*.,****.*.*..*I.*..**..%**..I......~.*.***.**.*.*.~*.._._*a_** nt ion f1fflQLll1t :U:,,:~4~').B:~OO ( ) BUIU:HNG PLFiN CH(;(.';I( ':1>>.10 T is, P ,~t JNIl e :n t 9.1(1 J,cc c', c~ o G ~ <u <( c ?J'c :...rV) i:'t+ ~'......~.~c ~c" ........._1... """t:'. 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'/: ::'; . ~ ,. - ,: :'~'~ - },;,i: -, ',' ~ };(/~,:":: ; ''To ;/~ "\ :, ~ ~~__"""""""-"""""'''''''''''"''''',~...r=<_~_--'''''''-''''''''''''-='''-'<'--'"""",,,'~--''<='-~~___~''''''-''I;',~~~'-''~n~~ v. ~ ,,,. " '#, r I [ BREMERTON PERMIT CENTE~ 2864th Street_ Bremertong UA 98337 Phone:: (360) 478-5275 FAX:: (360).478-5278 BUILDING PERMIT . , I 1 Job Addr: 4949 KEAN 5T location~ PARR FORD MAZDA Parcel No:2124011-113~2004 App:l. 1. cant: UN I ""SI"'I[~L, 1"'IOMES ) P "(},, BOX !:mo G J G }!.A~EmR , WA 983::JS Ownt:ir: PAr~I:~ ~ f~OD lit L, I NDA. S10l KEAN ST BREMEI~TON WA 9H3l~~ , pd'mi t Nc): .iStatus: / At(plif..~d: 'I' (" {' I I/::.,J . '~ ~::~..., .\~)~j:\J It I"",~ ' J "i,'C f" J;~1P J.'f e.;>" 9'7"",0449- ISSUED Cl7/2S/1997 08/20/199'7 Cl2/1 !~/1998 Contractor: UNI-5HEL HOMES P.O" BOX SSO GIG HARBOR~WA 98335 Subcontr: . . .t ,5HIM216C1 Exp: Cl2/01/98 (' D!::lsc: NEW:;:~t::O LJ NEAL. F"r OF f~ET A I N J Nr~ WAL.L. ***'**')(O****~H!:**'******'***+('*******~***********~'***'*+l'*******~**+l'**+('*****'***'*'lI:***~'+<'*'lli***:*~'***~..)f*** VF.dwat1.on * P€lrm1t Fe€lf::H l88,,10 TCltal CI':ilculated 1:::'€lt:H ~n 9,,87 16,OQOll,OO * Plan C~ht~~ck Fl~'~3S~ 1.2~?.",,~7 Additi,fJT'H:ll F(~f:~s: HOO :* . Other Fees: . 9,,50 Total Permit Fee: 319.87 . ********************~************************************************************************ . . This permit shall become null-an,d void if the building or work authorized by this permit is not commenced within lao days from the date of such permit, or if this building or work. authorized by such permit is suspended or abandoned at anytime after the work is commenced for a period of 180 days. NOTICE - It is the responsibility of the permit holder, not the City of Bremerton or Building Official to see toU that required inspectio,ns an~ made, The permit holder must notHy the Building Official when ready. for inspections.' Failure of the,perm1t holder to notify the Building Official or required inspections may result in the stoppage of the work until ~uch time that the permit holder can substantiate to the building official that the concealed work meets or exceeds code requirements, Any demolition, testing, or financial burden shall be borne ,directly by the permit holder, Failure to substantiate code requirements will indemnify the City ;against any and all responsibility or liabilIty connected withthe construction. I hereby certify that I have read and examined, this permit and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The ?r~ of a permit does nClt presu,me to give authority to violate or cancel the provisions of . any oth r st~r., ,llaaw r~.a.tJng cons,truP,tion or the performance of construction, Signature. -~-i/-~"---- Dat':_--..9f-o/-~-7-------- I cfjrt1 'I thj!jt I am &W'Jlltpt f"-;f'.lqUif~m!!mt~ or th~ sht!jl contraetor'~ n;istrtition law, under Sect i 0 3 j c~~p,ter'r26;' 1 awe of 1967 . . Signat Date: **************************j4~ P€fl"m:l.t Cent~~r"''''''"Appr(Jved B~l.""."""....",..,,,,,,.,,, ; Date ll.:..JO~.'lJ , :}-::V,,;~1A c4';",,:"'~7/~ ,/f.,? ~ r'1 \"?~:"'.i .,', "r';f\::r, ~T"~' "~-'"""'~~"--"~~~"""""""'-~~"l . '" . Jjp> ,. ,ii' C^' -::) . :,.' l ~.' If, ,.1 Db Addr't:1S~::;:: L,OCiiit :l. on :: I A!:~!:,:;Y" Acc:t No:: I BREMERTON RERMIT CENTER 286 4th St.reet fI Bremerton, i4A 98337 , Phone: (360) 478-5275 . FAX: (360) 478..,-5278 4949 I<E:AN s'l' PAf~R hOl~D M.~4DAk"..-J ") f',"",,' "~i" /..," 1:: j.".~'.:' . 'j. f ,,,.l'tKf? l}. i,.ll -.I. ,.J)(){.. , F~ E (;:J U'J F~ t:::: [') Buildirig Permit No: StiiitUf,\;: " , .\. ("ff'llf~('l " ... // : ,~_ 'i.'.,,~~~ . f:'." II ( !E~~lreB: 9'7"",0449 I SSU[::D ()B/~7~O/1. ~1(r'7 O~7U 16/l9(r};~. INS PEe T ION S Item: OllOO.FOUNDATION-FOOTINGS Oept: BLOG Oivisidn: 'f. t () 1 r'I(')e") , f"'()I'N''')^ ..,.. J""lN W^I I ('" [') {" E')I [')('" [')"'" ,,' ; ('!..)m :: ,I. ,(,:. . " " "l ." ""1 ,. \. ..." 1'''1... .....::l. . ep";" .:,.....:~ ' 1 V:I. E;:I. on" . . . It (;~rry.: . O~t700 r:' J NAt. ....."...81...D8 .' . [h~)pt :: ~:: ",DEi. ", D :1, v:i. E~:l. on :: ' . . '(. . '..,~~**M*******~***M*********M*.****M**********M***M*****,~ '*M*M~*************.#*W**M* t "1"'1"" ('" '1" 'r N ('" " 'M I'T' 4" t,~ ~., ..... '''. ('" (" "I r' ., '.,. ", "I 1")1 .\.. t. '" W.. (" t' .: r' n .{. .. , \ ^ (' <., (" .. fl .. '(...'I "r" ." .r.: I") 11 ,I 'l ("j',' r'l'p ('l'l~ ~'\"I' ("..', ""1 (.,. '" sl;;~i~:c:r.Ni~r:~:: t11.';;;';'~: 1:;;'; ~~~;~;/~;tl~:;;~;:~~l ~itt:l l~'hf!/;;;tl;;~t;\; ':~~f; )WA,~..\lJ.!~;.d ,..(,,) , e'I::L .." .... ':". . I.. ..,.. (... ':.> I S'l: OF:' WA:: Sti:'itf.:l of.WA De~pt" of 1...(!~boY' iimd' Indu,i;'1Y'i:i1)~, 4'7B'''''49~::~1 i hi I::rAL:l' I",' ~ ," tJi" f!.') m f.(') Y' t 0 rill( :1. t I:Hii pi"" f.(H:l1 t h D :1. *xrt r :t r.:: t ) 4'7 fB ,,", 5 ~;:~ :::H5 . t \\'~\ Ael... .1 NSPE::C"l" I ONS PI::::I:~FOI:~ME::D E3Y "TH[:: C:r. TY OF Bf~E::MEHTON.,J1US"l" BE:: SCI".IE:DUL.I::i:D "l"HHOUGI..-j ''1''1...1[;: I ,. ' PI::::RMl"l" Ct::::N'rf:]~p (~360 )4:7B""'S~tn5 ,,'>_ ,; . f ..q;;;~;~;:r;~;~~~*****::**~~::1~:~~.~~~~~****:::::~~;:;:~~~~~~~~~~ .. /- 'I I 1 j 1 1 1 , . ,,}; '( " -'.".,:....._,- fr;7~!I!..~a!~.~I=!~1;;~,5; APPLICANT: DOWNER ,~CONTRAcrOR o OTHER, ql - 0%9 SITE ADDRESS: tic:; '19' kA.JJ S,i~V ~OUNTY ASSESSOR PARCEL #: :L1;Zt./o I - (-O.g--;)15.4ct OWNER: (\ l)~-l LI~~A. :p~ .~ ADDRESS:s) 0' ~ -:'lL.t?~"b.l.\ l.L:>4, -41. , . , CONTRACTOR: ()~\l-<&*L td-~ ~c---ADDRESS::Y,D:\1~~v ~ll.. \1~'U~ 9~S'1 ( ) I CONTRACTOR LICENSE # V~ \S)ft*~ I~c. I EXPIRATION DATE: 2 \' \ \9~-." \ ' cONTAcrPERSON:\5MlJi to~~~ CONTAcrPHONE# D SFR 0 DUPLEX o SIGN 0 DEMO o NEW D REPAIR --- g' f _.') l o MULTI-FAMILY 0 BUSINESS [Xl OTHE~: ;1;LbrU[(Gk~~9i- t~]1(.L5L~ o MOVE BLDG. 0 MOBILE 0 GRADING(ydfli:! ,~~pVlfhn)N ",h.DmtJ lH:!"'ARTMF!\i D REMODEL 0 ADDITION 0 OTHER: INTENDED USE: ZONING CLASSIFICATION: COUNCIL DlSTRIcr:~ NATURE OF WORK PROPOSED: I Z'Zb ~ ~'-- '" \r1~oP 6o,..j S~,. \l>t-- ~l \()y_ o.r- . V}~\.1~1 SQUARE FOOTAGE: Dwelling: Garage: Decks: For De artment Use Onl ::'..i,;::::tXYALtjATr:QNfff:/?::~::::t~tA$outY:lE.\V;;FEJl:\:: ::r::,;tt:::::::PERMtil$tB:;::::::::r::lf ::mf{'i$Viici:l1l.ttm$::,::;;::l:;:::,: j:::H\}r:'VQ1MUfF.EES:;,:,:::;:;,;ti () $ G" aOD $/ d-~?- 7 I ?~ (0 ~~~~{. ~~5~Q, $.~/9~8 ~q;_ I . (' f TY' 5_ oc> /. Applications for which no permit is issued within 180 days following the date of application shall expire by limitation, and plans and other data submitted for review may thereafter be returned to the applicant or destroyed by the building official. The building official may extend the time for action by the applicant for a period not exceeding 180 days on request by the applicant showing that circumstances beyond the control of the applicant have prevented action from being taken. No application shall be extended more than once. In order to renew action on an application 'after nation, the applicant shall resubmit plans and pay a new plan review fee. I hereby certify th ve infor~on is correct to the best of my knowledge. . ATE: Z!2-'>1ct'T APPLICANT'S SIGNATURE: I , I r... '\J ~ Terry A. ~ettles, P.E. ~ Consulting Engineer -------------- structural & residential engineering THE PARR MAZDA PROPERTY Property Line Earth Retaining Wall STRUCTURAL DESIGN ENGINEERING CALCULATIONS [ffilli ;'1 U ~PIRES: 10/06/1'8 J ,/n/i7 t.J t J ~ _ ~:,: ;-, BJJlLDH'~G / 1994 Uniform Building Code Seismic Zone 3 80 mph Wind, Exposure B Snow Load, 25 psf 7777 92nd Street NW Gig Harbor. WA 98332 VOICE (206) 858-7777 FAX (206) 858-7777 II'" A~ ~ Terry A. Nettles. P.E. Project _fAt<.~ MAeDA Sheet i of 10 ,. ~ Consulting Engineer -------------- ~orefZ.-r'i Llt..H~ ~~IN6 Ul-T-u... Job No. \717S" 7777 9200 Street NW Gig Harbor. WA 98332 VOICE & FAX (206) 858-7777 Subject COt--!,-p..ot,., J01N1t? Date 7/1,,7,./a..7 f&JVtoe: A CONTItOL.- .JoL1-4T 11....t \}JAL.-L. AT MA--y./MUM "-?fACO..,JG OF ~o I AL-6~6 IT0 L-~GT1-\, LOCAlE A WAlA.... U:?NT[<..Ol." .J6iHT AT EV8"1<.. "1 c.HAI~6e- IN fOO11NG H-eIGH-' Of-. 17)f Of WA-VL.- H-G"tGlrfT I J.,-, ~ 1 ~ M~. -1' Jr: .Jr. '?of .MA~ I -------, ~------~~-----7 ,----- ---..--------------------- Jr. ( pf::> J J I I t=:L'E?V A T loN~E"jv1AltG NO CSCAl--E C~f<OI..., J T, \NTe;~p..Urr HAVf Of HolZle, ~f<..'7 ~ CON"fl<..O v JO ( N-17 o J. c; ~ ^' .- f ~?r:1 14 fUt..L.. H'f, RV5\LCAT! 614 6/(L)O\lS O~IA\L-- - co/'.tn?f5'- --JOINT I ~l( =- 1'-0<< II ff<OV/t)e: ~ R0?TiCATI<9N 6r<.OOVe? ve(<"T(~0'-( IN WALl.., ALoNG. I'TI"7 FU~~ L-e-NGll..; e- 0fA-C-ING NOT TO (:= )( CIC~O 8 ( e; ,c, l~: HoR.(W~ 0TE:€1- I~ ~l,y 1J~-re(<..Ruf~ e - '111"E CO~OL.. JOl ~'"fi:?, 1,'..6~ ~ Terry A. Nettles, p.e. , Project J'A:R~ MA~OA Sheet L of (0 -L -- - ~ - ..f2'ls~ltlng_EL'glne!r fBQ.~TY l.ANE'" ?erht1-J WA\,..l.,. Job No. t'7' 7 S 7777 9200 Street NW Gig Harbor. WA 98332 I II I ;. VOICE & FAX (206) a5e-7777 Subject 4..,6 6tt.AW OIfR3Ua4(,f'Date 7, -ZZ. 47 .. PLACE A CONTINUOUS LINE OF 4" DIAMETER PERFORATED DRAIN LINE IN A WASHED ROCK BEDDING AT THE BASE OF ALL SECTIONS OF WALL AND DRAIN TO STREET DRAINS ON KEAN ST. BACKFILL THE WALL WITH A GRANULAR FREE DRAINING MATERIAL. SELECTED SITE MATERIAL FROM THE EXCAVATIONS IS ANTICIPATED TO BE'ACCEPTABLE AS FILL. CONTRACTOR TO VERIFY. 6" Cone wi #4 @ 16.1n ole 7 ~ C~ flNI'7H€""O e7U~f~~ ON FIL.-l,.. 01 ~G" .o?L.OFe f'W~ FfWM W~u... 1'-0" C.UF<.e;, MA~IMUM-~ 1. ~ 01' <S IZkO~ 01 ffE'"r<~C6 ) ~~4 e 1'Z"O..c. ,/" II << #4 r ~ ~4 ".c. FIt-.ll~M c:5ltA"06 \ (.~ 3'..()" ~~ t1~) ff4 l..ON<:;. ) 2" === ) l , ~ ..-J.. ro 0 . ,- ~ J 1'-9" 4' "-- F0011 NG TO e~{< ON U~\Pl~U~e;.ev ~ufJG~ge 4'..()" 1Wt v Pc-:;; 'lc?a> ri. + j :: &iO/:ro r' 5" -1lIIIi 1'-8" ~ E:M e:e-D ,WA"LA.- va-nCA\"'~ IVH~. 101/ I N'rO RX>Tt~G ~ 2'.1" Pi" 0ECT10N, ~ tJ 0 c:;;. CAL..E. ~ -- "] t A~ - Terry A. Nettles, Consulting Engineer PARR MAZDA Earth Retaining Wall on Property Line Title : PARR MAZDA f ?JIIO Job # : 17175 Dsgnr: TANettles Date: JUL21,1997 Description.... Property Line Retaining Wall with Vehicle Superposed Loads I GENERAL Retained Height Wall height above retained soil Slope Behind Wall Height of Soil over Toe CANTILEVERED RETAINING WALL DESIGN I I SOIL DATA Allow Soil Bearing Equivalent Fluid Pressure Method Active Soil Pressure - Heel Side Active Soil Pressure - Toe Side Passive Pressure Water table height over heel Soil Density I FOOTING DATA Toe Width Heel Width Total Footing Width Footing Thickness I KEY DATA Distance from Toe Width Depth jSURCHARGES Surcharge Over Heel Surcharge Over Toe = 3.00 ft 1.00 ft 0.00: 1 12.00 in Page 1012 , 1,600.0pst 45.0 psf 30.0 pet 350.0pcf O.Oft. I 0.450 6.00in 397.8 544.41bs 485.51bs O.Olbs , O.Olbs O.Olbs O.Oin Q = = = = = = = = = = = = = = I FOOTING DESIGN RESULTS fu = Fy = Minimum As % = Rebar Cover@ Top = Rebar Cover @ Bottom = Upward Soil Pressure Under Heel Omitted ACI Factored Soil Pressure Mu' : From Upward Loads Mu' : From Downward Loads Mu: Used For Design Actual One-Way Shear Allowable One-Way Shear I DESIGN SUMMARY - Total Bearing Load ...resultant ecc. Soil Pressure@ Toe = Soil Pressure @ Heel = ACI Factored Press @Toe ACI Factored Press @ Heel Footing Shear @ Toe = Footing Shear @ Heel = WALL STABILITY RATIOS Overturning Stability Ratio Sliding Ratio Ratio 1,364 <= o <= 0.0 <= 6.9 <= I , SLIDING DATA 0.41ft Friction Factor @ Footing & Soil 1.67 ...neglect ht. for passive 2.08 10;00 in Lateral Sliding Force less Passive Pressure Force , less Friction Force 0.00 ft Added Restraint Force Required 0.00 in 0.00 in I I AXIAL LOAD APPLIED TO STEM 75.0 pst Axial Dead Load 0.0 pst Axial Live Load Axial Load Eccentricity = = = = 110.00 pet Minimum Footing Rebar Options...... Toe Side...... Heel Side.... Not req'd Not req'd Mu < S * Fr Mu < S * Fr Heel o pst 61 ft-# 508 ft-# 447 ft-# 6.91 psi 85.00 psi Key Reinforcement: Not Req'd = Mu<S*Fr Summary ot Stem Section Designs.... Top: 6 in Cone, #4@16.00 in@Cntr, From 4.0 ft to 0.0 ft I = = = = = = = = = = 2,500 psi 60,000 psi 0.0018 2.00 in 3.00 in Toe 1,910 147 28 119 0.00 85.00 = = = = = = 1,0791bs 6.15in 1,600 pst 1,600 pst 1,910 pst o pst 85.0 psi 85.0 psi = = = = 1.92 2.59 = tA~ - Timy A. Nettles, Consulting Engineer PARR MAZDA Earth Retaining Wall on Property Line Title : PARR MAZDA F 4/1 0 Job # : 17175 Dsgnr: TANettles Date: JUL21,1997 Description... . Property Line Retaining Wall with Vehicle Superposed Loads CANTilEVERED RETAINING WAll DESIGN SUMMARY OF OVERTURNING & RESISTING FORCES & MOMENTS .....OVERTURNING..... Distance Moment ft ft-# 1.45 647.9 = Force Ibs 448.2 Item Heel Active Pressure Soil Over Heel Sloped Soil Over Heel Surcharge Over Heel Adjacent Footing Load Axial Dead Load on Stem Toe Active Pressure Soil Over Toe Surcharge Over Toe = Stem Weight(s) = Earth @ Stem Transitions = Footing Weight = Key Weight = Vert. Component = Added Lateral Load = Load @ Stem Above Soil = TOTALS = 397.8 O.T.M. = Vertical component of active pressure NOT used for soil pressure Toe Surcharge Used To Resist Overturning Heel Surcharge Used To Resist Overturning = = = = = -50.4 0.61 Page 2 of2 . Force Ibs .....RESISTING..... Distance ft Moment ft-# 386.1 1.50 87.7 1.50 0.00 -30.8 45.1 0.21 300.1 0.66 260.0 1.04 577.2 131.2 9.2 198.0 270.4 R.M. = 1,186.1 1,079.0 617.1 Resisting/Overturning Ratio = 1.92 Design at this height above ftg = Wall Material Above "Hf' Thickness Rebar Size Rebar Spacing Rebar Placed at Design Data fb/FB + fa/Fa Total Force @ Section Moment... .Actual Moment.... .Allowable Shear.....Actual Shear.... . Allowab Ie = = = = = I = 0.299 = 475.21bs = 570.5ft-# = 1 ,905. 9 ft-# = 13.201bs = 85.00 psi' 60,000 . ','", A ~ ~ Terry A. Nettles, P.E. , Project 'fA R.~ MA:C:OA --!___~_~~s~ltlng_EDglne!r fgQ('E"~1'{ UNe ~tN WA\,l, 7777 92nd StrsetNW Gig Harbor. WA 98332 jIJ' tI ,,, ~ ' VOICE & FAX (206) 858-7777 Subject -,,-0 TO f-O gRAPe' Plff Sheet l of (0 Job No. 11/,$ Date 1 /1.-'2, /11 ( I ). PLACE A CONTINUOUS LINE OF 4" DIAMETER PERFORATED DRAIN LINE IN A WASHED ROCK BEDDING AT THE BASE OF ALL SECTIONS OF WALL AND DRAIN'TO STREET DRAINS ON KEAN ST. BACKFILL THE WALL WITH A GRANULAR FREE DRAINING MATERIAL. SELECTED" SITE MATERIAL FROM THE EXCAVATIONS IS ANTICIPATED ' TO BE ACCEPTABLE AS FILL. CONTRACTOR TO VERIFY. FINI'7rl~D cAJctf.ACe 01-4 FI(....~ ~t oe:: &5L.Or~ AWx-1 rf<.OM WALL.. fY' Cone wi iI4 @ l&.!n ole C ~ 1'..0" Cu~e- H 2'-8" (VIAX I MUM 4~O'I_., . Gnl'rOlt 0\ ~e)'la:: , . _,.. r #,~ (!!. 12 /I ~.c. 6.. 1 ; , I fI..(J' ~ : : t. : 5'..()" . ~ r JVlIN. l'.()"j f ll...\- ~' - ill' 0IIli-1 314" -l~ r 'fJ 4f4 ,- e; Id,,_c/~-4" 'FINIC7H G(<.A-Oe 3'-311 111'; ~- f00l1/>.1E; -ro ~ 0.... Uf-.tDI7fUP.~eo c?Ut?ca~D€ (v) *4 t.-Oj..l(iliVOII-VrL. 2" . ., v v o .:r ~ '2~ r~l c.. " tj ~ ~ax>r\ ~Meev WAJ..L, V6"~n~-;.. I' .N'IN 10 If-tro fOOi1t46' 5" -.. 3'..2" ~ ~ 3'..7" ... 6EC-rlON NO ~CM,e .J L 'TAN - Terry A. Nett/es, Consulting Engineer PARR MAZDA Earth Retaining Wall on Property Line : PARR MAZDA f Vi' 0 Dsgnr: T ANettles Date: JUL 21,1997 Title Job # : 17175 Description.. .. Property Line Retaining Wall with Vehicle Superposed Loads CANTilEVERED RETAINING WAll DESIGN I GENERAL I I SOIL DATA Retained Height = 5.00 ft Allow Soil Bearing = Wall height above retained soil = 1.00 ft Equivalent Fluid Pressure Method Slope Behind Wall = 0.00: 1 Active Soil Pressure - Heel Side = Height ot Soil over Toe = 12.00 in Active Soil Pressure - Toe Side = Passive Pressure = Soil Density = 110.00 pct Water table height over heel = I FOOTING DATA I I SLIDING DATA Toe Width = 0.41ft Friction Factor @ Footing & Soil = Heel Width = 3.17 ... neglect ht. tor passive = Total Footing Width = 3.58 = 10.00 in Lateral Sliding Force = Footing Thickness less Passive Pressure Force = I KEY DATA , less Friction Force = Distance trom Toe = 0.00 ft Added Restraint Force Required = Width = 0.00 in Depth = 0.00 in I SURCHARGES I I AXIAL LOAD APPLIED TO STEM Surcharge Over Heel = 75.0 pst Axial Dead Load = Surcharge Over Toe = 0.0 pst Axial Live Load = Axial Load Eccentricity = Page 10f2 I 1,600.0pst 35.0 psf 30.0 pct 350.0pct O.Oft- I 0.450 6.00in 684.31bs 544.41bs 1,175.1Ibs O.Olbs I O.Olbs O.Olbs O.Oin U I FOOTING DESIGN RESULTS fu = Fy = Minimum As % = Rebar Cover@ Top = Rebar Cover @ Bottom = Upward Soil Pressure Under Heel Omitted ACI Factored Soil Pressure = Mu' : From Upward Loads = Mu' : From Downward Loads = Mu: Used For Design = Actual One-Way Shear = Allowable One-Way Shear = I DESIGN SUMMARY- Total Bearing Load = ... resultant ece. = Soil Pressure @ Toe = 1,363 <= Soil Pressure @ Heel = 96 <= ACI Factored Press @Toe = ACI Factored Press @ Heel = Footing Shear @ Toe = 0.0 <= Footing Shear @ Heel = 8.2 <= WALL STABILITY RATIOS Overturning Stability Ratio Sliding Ratio Ratio 2,500 psi 60,000 psi 0.0018 2.00 in 3.00 in Toe 1,909 155 28 127 0.00 85.00 2,611 Ibs 6.22 in 1,600 pst 1,600 pst 1,909 pst 134 pst 85.0 psi 85.0 psi = 3.17 2.51 Minimum Footing Rebar Options...... Toe Side...... Heel Side.... Not req'd Not req'd Mu<S*~ Mu<S*~ Heel 134 pst 2,050 ft-# 3,743 ft-# 1,693 ft-# 8.21 psi 85.00 psi Key Reinforcement: Not Req'd = Mu<S*Fr = I Summary ot Stem Section Designs.... Top: 6 in Conc, #4@16.00 in@Edge, From 6.0 ft to 3.3 ft 2nd: 6 in Conc, #4@16.00 in@Edge, From 3.3 ft to 0.0 ft tAl\! . Terry A. Nettles, Consulting Engineer PARR MAZDA . Earth Retaining Wall on Property Line Title : PARR MAZDA P 7 It 0 Job # : 17175 Dsgnr: T ANettles Dat~: JUL 21,1997 Description.... Property Line Retaining Wall with Vehicle Superposed Loads CANTILEVERED RETAINING WALL DESIGN SUMMARY OF OVERTURNING & RESISTING FORCES & MOMENTS .....OVERTURNING..... Distance Moment ft ft-# 2.13 1,563.9 = Force Ibs 734.7 Item Heel Active Pressure Soil Over Heel Sloped Soil Over Heel Surcharge Over Heel Adjacent Footing Load Axial Dead Load on Stem Toe Active Pressure Soil Over Toe Surcharge Over Toe = Stem Weight(s) = Earth @ Stem Transitions = Footing Weight = Key Weight = Vert. Component = Added Lateral Load = Load @ Stem Above Soil = TOTALS = 684.3 O.T.M. = Vertical component of active pressure NOT used for soil pressure Toe Surcharge Used To Resist Overturning Heel Surcharge Used To Resist Overturning = = = = = -50.4 0.61 Page2of2 . Force Ibs .....RESISTING..... Distance ft Moment ft-# 1,468.5 2.25 200.3 2.25 0.00 -30.8 45.1 0.21 450.0 0.66 447.5 1.79 3,296.8 449.6 9.2 297.0 801.0 1,533.1 2,611.4 R.M. = 4,853.6 Resisting/Overturning Ratio = 3.17 l STEM CONSTRUCTION & DESIGN Top Stem 2nd Stem Stem OK Stem OK Design at this height above ftg = 3.33ft 0.00 ft Wall Material Above "Hf' = Concrete Concrete Thickness = 6.00in 6.00 in Rebar Size = # 4 # 4 Rebar Spacing = 16.00 in 16.00 in Rebar Placed at = Edge Edge Design Data fb/FB + fa/Fa = 0.037 0.632 Total Force @ Section = 150.31bs 921.1 Ibs Moment... .Actual = 102.3ft-# 1,738.2 ft-# Moment.... .Allowable = 2,750.0 ft-# 2,749.3 ft-# Shear.....Actual = 2.951bs 18.06 psi Shear.... .Allowable = 85.00 psi' 60,000 I I' "~I " I IF..."'( ..."'( Terry A. Nettles. P.E. . --!. _ _ _ ~ _ ..f2'ls~ltlng _E!lglne~r 7777 92nd Street NW Gjg Harbor. WA 983~2 VOICE & FAX (206) 858-7777 Project YAA~ MA:C~ , Sheet ~ of {O f'P-Of'ER"N L..IN€ R~(N \VA L.,l,...- Job No. J 7 17 S , u I / Subject MA~. ~-o 6~ PItT: Date 7 'Zz.. 'lL . ( I .; PLACE A CONTINUOUS LINE OF 4" DIAMETER PERFORATED DRAIN LINE IN A WASHED ROCK BEDDING AT THE BASE OF ALL SECTIONS OF WALL AND DRAIN TO STREET DRAINS ON KEAN ST. BACKFILL THE WALL WITH A GRANULAR FREE DRAINING MATERIAL. SELECTED SITE MATERIAL FROM THE EXCAVATIONS IS ANTICIPATED TO BE ACCEPTABLE AS FILL. CONTRACTOR TO VERIFY. 6" Conc w/t#4 @ 16.ln o/c"( ~' f 11'1 1'71-\Et/ ~U~~ ON FH..t. ~t)e ~l,..OP~ AWA'1 F/~N\ WAi.,.l.. cv~-g 4 . . 3'-8" MA'l-1 MUM C5'-OIf <S\<A~ 01 ff~RGNc% "' ilt ....1 314" .JJ-. (I .,.---- l1"4 (!3 It o,c. d. . 6"~nCW/t#4 @ 11.'no/cL~' . l 7'-fr 6'-0" fn\ll~t-\ . <5 itA PIS' 1 - ~ 4-1 314" = .~ .~ f;- .. . . CI -# 4- r- e; ICP o. c. 3'-4" ((,) #~ \..OI"GITUDI~A-l.- MIN. 1'..0". . FI L..-L.- .. 1'~1 t_ \"OO,'N:s 1<> ~ oN LJNOI'?TVP--e;e-D ~U~G~De 2" + .t v v ~Iv ;;. 1~oo r~t t j :: (c;al COO rl ~M ~t:' WA"\;l,.. Ve"~ I Gk1h M\I-...\, \~II INTo' fCOi1~6 1-' 5'..()" .. . . 5U . , -.... 4'..11" ~ oCI 5'-4" e. 0~CT'ION I~O c?C~LS . Tp'-N - Terry A. "Nettles, Consulting Engineer PARR MAZDA Earth Retaining Wall on Property Line Title : PARR MAZDA ? 9/10 Job# : 17175 Dsgnr: TANettles Dae: JUL21,1997 Description... . Property Line Retaining Wall with Vehicle Superposed Loads CANTILEVERED RETAINING WALL DESIGN Page 10f2 I GENERAL - I SOIL DATA m Retained Height = 6.00 ft = 1 ,600.0 psf Wall height above retained soil = 1.00 ft Slope Behind Wall = 0.00: 1 Active Soil Pressure - Heel Side = 45.0psf Height of Soil over To.e = 12.00 in Active Soil Pressure - Toe Side = 30.0 pcf = 350.0pcf Soil Density = 110.00 pet Water table height over heel = O.Oft I FOOTING DATA 0 I SLIDING DATA b , , = 0.41ft Friction Factor @ Footing & Soil = 0.450 = 4.92 ...neglect ht. for passive = 6.00in = = 15.00 in = Ibs = Ibs I 0 = 2,168.21bs , = ft Ibs = Width = 0.00 in Depth = 0.00 in [SURCHARGES , I AXIAL LOAD APPLIED TO STEM I Surcharge Over Heel = 75.0 psf Axial Dead Load = O.Olbs Surcharge Over Toe = 0.0 psf Axial Live Load = O.Olbs Axial Load Eccentricity = O.Oin I FOOTING DESIGN RESULTS U fc = 2,500 psi Minimum Footing Rebar Options...... Fy = 60,000 psi Toe Side...... Heel Side.... Minimum As % = 0.0018 Rebar Cover @ Top = 2.00 in Not req'd Not req'd Rebar Cover @ Bottom = 3.00 in Mu < S * Fr Mu < S * Fr Upward Soil Pressure Under Heel Omitted Toe Heel ACI Factored Soil Pressure = 2,239 292 psf Mu' : From Upward Loads = 184 o ft-# Mu' : From Downward Loads = 35 o ft-# Mu: Used For Design = 149 3,684 ft-# Actual One-Way Shear = 0.00 6.33 psi Key Reinforcement: Not Req'd = Mu<S*Fr Allowable One-Way Shear = 85.00 85.00 psi [ DESIGN SUMMARY" I Total Bearing Load = 4,8181bs Summary of Stem Section Designs.... ...resultant ecc. = 8.20 in Top: 6 in Conc, #4@16.00 in@Eclge, From 7.0 ft to 3.3 ft Soil Pressure @ Toe = 1,599 <= 1,600 psf 2nd: 6 in Conc, #4@11.00 in@Edge, From 3.3 ft to 0.0 ft Soil Pressure @ Heel = 208 <= 1.600 psf ACI Factored Press @ Toe = 2,239 psf ACI Factored Press @ Heel = 292 psf Footing Shear@ Toe = 0.0 <= 85.0 psi Footing Shear @ Heel = 6.3 <= 85.0 psi WALL STABILITY RATIOS Overturning Stability Ratio = 3.65 Sliding Ratio Ratio = 2.26 . 'T~N -rerry A. Nettles, Consulting Engineer PARR MAZDA Earth Retaining Wall on Property Line Title : PARR MAZDA r 10;(0 Job # : 17175 Dsgnr: TANettles Date: JUL21,1997 Description... . Property Line Retaining Wall with Vehicle Superposed Loads CANTILEVERED RETAINING WALL DESIGN SUMMARY OF OVERTURNING & RESISTING fORCES & MOMENTS ... ..OVERTURNING..... Distance Moment ft ft-# 2.61 3,664.4 = Force Ibs 1,405.1 Item Heel Active Pressure Soil Over Heel Sloped Soil Over Heel Surcharge OVer Heel Adjacent Footing Load Axial Dead Load on Stem Toe Active Pressure Soil Over Toe Surcharge Over Toe = Stem Weight(s) = Earth @ Stem Transitions = Footing Weight = Key Weight = Vert. Component = Added Lateral Load = Load @ Stem Above Soil = TOTALS = 11329.2 O.T.M. = Vertical component of active pressure NOT used for soil pressure Toe Surcharge Used To Resist Overturning Heel Surcharge Used To Resist Overturning = = = = = -75.9 0.75 Page2of2 , Force Ibs .....RESISTING..... Distance ft Moment ft-# 2,917.2 3.12 331.5 3.12 0.00 -57.0 45.1 0.21 525.0 0.66 999.4 2.67 9,101.7 1,034.3 9.2 346.5 2,663.3 3,607.5 13,155.0 4,818.2 R.M. = Resisting/Overturning Ratio = 3.65 . STEM CONSTRUCTION & DESIGN Top Stem 2nd Stem Stem OK Stem OK Design at this height above ftg = 3.33ft 0.00 ft Wall Material Above "Ht" = Concrete Concrete Thickness = 6.00in 6.00 in Rebar Size = # 4 # 4 Rebar Spacing = 16.00 in 11.00 in Rebar Placed at = Edge Edge Design Data fb/FB + falFa = 0.155 0.940 Total Force@ Section = 411.11bs 1,664.5 Ibs Moment... .Actual = 427.2ft-# 3,684.4 ft-# Moment.... .Allowable = 2,750. 0 ft-# ~,920.0 ft-# Shear.... .Actual = 8.061bs 32.64 psi Shear.... .Allowable = 85.00 psi' 60,000 L !-' . 01 July 25. ,WO I Cjt~ of I3remeT1on Atln Yakrie Wolf ?68 .Hh Street Bremcrton, Wa 983.,\ 7 Dt:ar Valerie. Per our c.on'\<ersalion I a.m ma!Qng this \\Tinen request fox In/ormatlon regardlllg the Parr Mazda buildmg ;11 4949 Auto Center Road ( formerly Kean Strec't .I I" a~ told the bUl\dlOg III questton was built in the early fllllencs and I am hopeful then: are records of the submitted drawlIlgs At this time we are considering addmg on to thl:' real of the building and J am in need of the structural drawlI1gs SUbn.Httcd by the rnanufllclun:r ! supphcr of the existing budding These draw:ngs shQuld hem the name of Ih<: manufacturer and an engineers stamp hcensed m the State of Washillg~un. The drawing:.- ~hollld refer~nce the fabric.ation,' erection of the ~teel shell of the bllildmg Please call \.vlth any qu...~stions. Much Thanks, Dennis R. Osborn President Ccnterlil"le Design/Build Inc PM13 # 146 718 Griffin Ave, tnumc)aw, Wa. 9802~ Offke 360.82547191 Mobil 360-507.0839 Fax }60-825-669~ Post-it" Fa)( Nota 7671 rate 'l _~~r.-'" ',-=:-. '- From ('. n;,'} , . J\: TO \. . r ,)r\I-'; ~'...~~---.- ..J^\.\U:,l" /' ~. .'C;-'... ,. 0" - 'll ) COiD'tl"~1..!:l0\:i$a~d:2.n>~~ V~t~~. .\:'~, .. - . PhO,1e' .. )1 ~ C\ - \ '. 11"" I PhQ~$f7. )~'111(:.*'~'i..1<- ~~~b I ,..- - .,.la" ' ..., F~; 'i. . "','1t. t~((tb-' F.Kj! - I... -.\ _ '-1.-('[' ,..i,,(~.t::.:S.._,.,--,--.~ ~~~~: ,. - \ ~_-iNU ' ___0 -.-- --'~_.._.,....__...~.....-.-.----~--. ..,.._.._-" _..' ..,....,_.. M,' ---~ -, INSPECTION RECORD CARD CITY OF BREMERTON BUIlDING . DEPARTMENT 11923 PERMIT NUMBER I '-<.. ,c { ADDRESS OWNER CONTRACTOR 4991 KEAN STREEI' BILL SMITH IMPORTS HANSON SIGN CO PHONE PHONE I' FOUNDA liON 1. PERMIT ON SITE 2. CHECK PlANS TO PERMIT 3. CHECK SETBACKS 4. PROPERTY STAKES 5. FOOTING WIDTH &. DEPTH 6. SOIL BEARING O.K. . 7. CHECK FOR FILL 8. REQUIRED STEEL IN PLACE 9. CHECK FIREPLACE FOOTING 10. ANCOR BOLTS 11. FOUNDATION VENTS 12. CRAWL ACCESS FOUNDATION INSPECTION APPROVED BY: . COMMENT~: t:4 6~ u:~ I ~ 6'/b/1 L 2A FRAMING 20. FIREBLOCKING STAIRS DROP CEILINGS TUBS OR SHOWERS ROOF &. CEILING LINES FURRED OUT AREAS AREPLACE AT CEILINGS HOLES PLUGGED TOP &. BOTTOM LID IN VOIDS 21. WINDOWS MEETS ENERGY CODE CLASS SAFETY GLAZING REQUIRED ARE EXITS WINDOW SILL HEIGHT 22. CEILING HEIGHTS 23. SWAY BRACING 24. TRUSSES PROPERLY INSTALLED STAMPED PROPERLY BRACED 25. A TIIC ACCESS 26. RAFTER &. JOIST SPAN 27. ROOFING, FLASHING, SHEATHING 28. SIDING 1.WIRING APPROVED 2.FOUNDA TION VENTS 3. SHIELD UNDER POSTS 4. POSITNE CONNECTIONS 5. SOIL TO WOOD CLEARANCE 6. BEAM SUPPORT 7. TA. MAT. NEXT TO CONC. 8. WASHERS ON ANCHOR BOLTS 9. BEAMS PROPER SIZE 10. FLOOR JOIST SPAN 11. NOTCHING &. DRILLING 12. STAIRS WIDTH RISE &. RUN WINDERS LANDINGS HEADROOM 13. Arnc VENTILATION (upper &. lower) 14. CHIMNEY STRAPS SECURED 15. FIREPLACE COMBUSTION AIR 16. FANS VENTED TO OUTSIDE 17. WATER CLOSET CLEARANCE 1 B. SMOKE DETECTOR 19. SHEETROCK BACKING UNDER STAIRS ABOVE GARAGE DOOR HANGERS COMMENTS: FRAMING INSPECTION APPROVED BY: 23 INSULA liON COMMENTS: 1. PROPER R~VALUE 2. VAPOR BARRIER 3. PROPER FASTENING INSULATION INSPECTION APPROVED BY: Ill'7 MECHANICAL 1. PERMIT ISSUED 2. FURNACE LOCATION 3. FURNACE CLEARANCE 4. 181 VENT SIZING 5. '8' VENT CLEARANCE 6. IB' VENT SUPPORT 7. COM8USTION AIR 8. DUCT SIZING 9. DUCT SUPPORT & JOINTS 10.GAS PIPING TEST 11. GAS PIPE SIZING 12. GAS PIPE SUPPORT COMMENTS: ~~ HVAC APPROVED BY: Gi-\S PIPING APPROVED BY: WDST 1. WOOD STOVE CLEARANCE 2. CHIMNEY CLEARANCE 3. HEARTH EXTENSION 4. CHIMNEY HEIGHT " WDST APPROVED BY: J PLUMBING 1. PERMIT ISSUED 2. UNDER TEST 3. WATER PIPE SIZING 4. DVN SIZING 5. PROPER SUPPORT COMMENTS: 6. PROPER FTITINGS 7. REQUIRED CLEANOUTS 8. PROPER GRADE 9. HWT PRES. RELIEF VALVE & LINE 10. SEISMIC STRAP UNDERGROUND APPROVED BY: ROUGH./N APPROVED BY: 3 WALLBOARD 6. FIRE SEPARATION IN GARAGE 7. ATTIC ACCESS 8. DRAFT STOP IN ATTIC 9. PROPER CONST. OF FIRE WALLS 10. DROP CEILING & LIGHTING 1. LID OVER SIDES 2. NAILING 3. W/RATTUB OR SHOWER 4.518 UNDER STAIRS 5.FURNACEENCLOSUAE COMMENTS: WALLBOARD APPROVED BY: L. FINAL 1. HANDRAILS 2. GUARDRAILS HEIGHT INTERMEDIATE 3. EXHAUST FANS 4. WATERPROOFING IN SHOWERS 5. DISHWASHER AIRGAP 6. FIRE DOORS tA8LED AS REQUIRED SELF CLOSING 7. FIRE DAMPERS INSTALLED 8. PENETRATIONS IN FIRE WALLS FINAL PLMB. APPR. (comm.) FINAL MEeH. APPR. (comm.) FINAL BUILDING APPR. 9. HOT WATER TANK PRL . 10. OUTSIDE GRADE 11. SOIL TO SIDING CLEARANCE 12. SMOKE DETECTORS 13. FIREPLACE HEARTH 14. SAFETY GLAZING 15. INSULATION WINDOWS MEET ENERGY CODE UNDERFLOOR & AlTICE INSUL. WATER PIPE & HEAT DUCTS 16. WOODSTOVE APPROVED 17. WINDOWS & DOORS CAULKED COMMENTS: ,""".' ~ INSPECTION RECORD CARD CITY OF BREl.fERTON BUIlDING DEPARTMENT )) 7/9 11472 PERMIT NUMBER ADDRESS OWNER CONTRACTOR 4991 KEAN STREET BILL SMITH self (po BOX 820 Tracyton) PHONE PHONE 479-6714 FOUNDA liON 1. PERMIT ON SITE 2. CHECK PLANS TO PERMIT 3. CHECK SETBACKS 4. Pt=lOPERTY STAKES 5. FOOTING WIDTH s.. DEPTH 6. SOIL BEARING O.K. 7. CHECK FOR FILL a. REQUIRED STEEL IN PLACE 9. CHECK FIREPLACE FOOTING 10. ANCOR BOLTS 11. FOUNDA TtON VENTS 12. CRAWL ACCESS . COMMENTS: FOUNDATION INSPECTIO!)! //.L' . //z- 4-1 APPROVED BY: V ~ 'q' rl 2A FRAMING 20. FIREBLOCKING STAIRS DROP CEILINGS TUBS OR SHOWERS ROOF & CEILING LINES FURRED OUT AREAS FIREPLACE AT CEILINGS HOLES PLUGGED TOP & BOTTOM LID IN VOIDS 21. WINDOWS MEETS ENERGY CODE CLASS SAFETY GLAZING RI:QUIRED FIRE EXITS WINDOW SILL HEIGHT 22. CEILING HEIGHTS 23. SWAY BRACING 24. TRUSSES PROPERLY INSTALLED STAMPED PROPERLY BRACED 25. ATTIC ACCESS 26. RAFTER & JOIST SPAN 27. ROOFING. FLASHING. SHEATHING 2a. SIDING 1. WIRING APPROVED 2.FOUNDATION VENTS 3. SHIELD UNDER POSTS 4. POSITNE CONNECTIONS 5. SOIL TO WOOD CLEARANCE 6. BEAM SUPPORT 7. TA. MAT. NEXT TO CONC. a. WASHERS ON ANCHOR BOLTS 9. BEAMS PROPER SIZE 10. FLOOR JOIST SPAN 11. NOTCHING & DRILLING 12. STAIRS WIDTH RISE & RUN WINDERS LANDINGS HEADROOM 13. ATTIC VENTILATION (upper & lower) 14. CHIMNEY STRAPS SECURED 15. FIREPLACE COMBUSTION AIR 16. FANS VENTED TO OUTSIDE 17. WATER CLOSET CLEARANCE 1a. SMOKE DETECTOR 19. SHEETROCK BACKING UNDER STAIRS ABOVE GARAGE DOOR HANGERS FRAMING INSPECTION APPROVED BY: COMMENTS: ~ ~- ria . ~~ ~ yu.L 1/d-fC({ 23 INSULA liON COMMENTS: 1. PROPER R-VAlUE 2. VAPOR BARRIER 3. PROPER FASTENING INSULATION INSPECTION APPROVED BY: ~\ MECHANICAL 1. PERMIT ISSUED 2. FURNACE LOCATION 3. FURNACE CLEARANCE 4. 'B' VENT SIZING 5. '8' VENT CLEARANCE 6. '8' VENT SUPPORT 7. COMBUSTION AIR 8. DUCT SIZING 9. DUCT SUPPORT & JOINTS 10.GAS PIPING TEST 11. GAS PIPE SIZING 12. GAS PIPE SUPPORT COMMENTS: :~ HVAC APPROVED BY: ' GAS PIPING APPROVED BY: u1-. 3{ &- 11" I WDST 1. WOOD STOVE Cl.EARANCE 2. CHIMNEY CLEARANCE 3. HEARTH EXTENSION' 4. CHIMNEY HEIGHT WDST APPROVED BY: r~ 6-r.... <If f - - J PLUMBING 1. PERMIT ISSUED 2. UNDER TEST 3. WATER PIPE SIZING 4. DWV SIZING 5. PROPER SUPPORT COMMENTS: UNDERGROUND APPROVED BY: 6. PROPER AlTINGS 1. REQUIRED ClEANOUTS 8. PROPER GRADE 9. HWT PRES. RELIEF VALVE & UNE 10. SEISMIC affiAP ~~ )L-- ROUGH-INP.f.PROV~~' ~/ BY: ~ 6/~-FL w- 1 3 WALLBOARD 6. FIRE SEPARATION IN GARAGE 7. ATTIC ACCESS 8. DRAFT STOP IN ATTIC 9. PROPER CONST. OF FIRE WALLS 10. DROP CEILING & liGHTING 1. LID OVER SIDES 2. NAILING J 3. W/R AT TUB OR SHOWER 4~ 5/8 UNDER STAIRS 5. FURNACE ENCLOSURE COMMENTS: EQ~+ WO-Jl \ ~v\C\.. ~ ()") ~~ to\llV:'1\ ~ ~...e--I WALLBOARD APPROVED BY: - L. FINAL 1. . HANDRAILS 2. GUARDRAILS HEIGHT INTERMEDIA1E 3. E_XHAUST FANS 4. WArr;RPROOFlNG IN SHOWERS 5. DISHWASHER AJRGAP 6. HRE DOORS LABLEDAS REQUIRED SELF CLOSING .7. FIREDAMPERS INSTAllED 8. PENETRATIONS IN FiRE WALLS FINAL PLMB. APPR. (comm.) FINAL MEeHl APPR. (comm;bg /.r;r FINAL BUILDING APPR. ~ 9. HOT WATER TANK PAL 10. OUTSiDE GRADE 11. SOIL TO SIDING CLEARANCE 12. SMOKE DETECTORS 13. FIREPLACE HEARTH 14. SAFETY GLAZiNG 15. INSULATION WINDOWS MEET ENERGY CODE UNDEAFLOOA & AlTICE INSUl. WATER PIPE & HEAT DUCTS 16. WOODSrOVEAPPROVED 17. WINDOWS & DOORS CAULKED COMMENTS: I 7 /Z~f;1 f J- j tU{EMt:H.ION l:SUILUING UEPARTMENT Inspection Report aO.- 0<9-(<1 Permit Number: [) 0 - Od..d- 0 po{.e )1 jf1 U )11 {( J)ljn Scope of work: Address: Owner: Contractor: Phone: Phone: 3"0 4q ~~ -lr-J 07 0 FOUNDA liON . Inspection card/approved plans on site Footings: required steel placement -- Footings: required width & depth ,- Bearing soil (soils analysis if applicable) Setbacks Walls: required steel placement Walls: required size Special inspector (when applicable) COMMENTS: FOOTINGS APPROVED: ,,,. FRAMING Plumbing & mechanical approved Floor joists and beams/proper clearance to earth Foundation vents Anchor bolts: nuts & washers in place Floor joists: size & span Notching & drilling: joists & beams, studs Exhaust fans: where required Whole house fan, outside air intakes :each bedroom Range hood All vent terminations: windows & property line ------. Windows: meets egress requirements Windows: safety glazed where required Stairs: headroom clearance Fireblocking: wall to ceiling, furred walls every 10' Fire blocking: tubs/showers Fire blocking: stuff holes top & bottom plates Wall bracing Trusses: specs, bracing Attic ventilation Shear nailing Electrical approved Crawl space access (min. 18 X 24) Positive connections posts & beams Posts properly supported -- Mudsill: treated material Beams/girders: size & span --- Smoke detectors: all required locations Exhaust fans insulated: unconditioned space Fans terminating directly outisde Dryer exhaust vent -- Fireplace combustion air Windows: proper U valve -_. Ceiling heights Stairs: rise & run; proper width Fire blocking; stairs, soffits, lowered ceilings Fire blocking: lids in void spaces, shafts Sheetrock backing Rafters size/notching -- Attic access Wall & roof sheathing Building dried in COMMENTS: APPROVED: ENERGY CODE COMPLIANCE . . Insulation: proper R value Insulation: vapor barrier Penetrations caulked as required 6 mil black poly in crawl space Insulation: proper fastening Bottom plates caulked to floors Electrical boxes gasketed or caulked COMMENTS: UNDER FLOOR/FOUNDATION INSULATION APPROVED: WALL INSULATION APPROVED: CEILING INSULATION APPROVED: MECI U\NICJ\_ ----- Appliance clearance to combustibles -----.--- -Venting size & Stlpport-----------------.. --..-.--- Combustion air Appliance location and access, proper support ------- -- ------~_..- Venting clearance to combustibles Vent termination Gas pipe under test Gas pipe: underground min. 12" below grade Gas shutoff within 3' of appliance Gas logs: damper permanently open Woodstoves & fireplaces: Tight-fitting doors Manufacturer's specs on site Chimney: separate flues when required Ducts: size & support Gas pipe' size & support Gas pipe: within 6" or underground-coated --- Gas logs: safety shut-off ----- - Woodstoves: EPA certified Wood stoves & fireplaces proper heallh Chimney liner: when required COMMENTS: GAS PIPING APPROVED: FURNACE APPROVED: OTHER APPLIANCES APPROVED: PLUMBING DWV & water piping under test DWV: proper sizing DWV & water piping: proper support -------- ----- Vent termination DWV: proper grade DWV: proper drainage fittings where required DWV: required cleanouts All fixtures vented properly Shut-off valves on all fixtures Waler supply: proper sizing ---~-- ~ Water heater: gate valve on cold water supply _...--- Water heater relief valve drain to outside Vacuum breakers: where required -------.------- Water heater: siesmic strap Water-piping insulated as required Proper indirect wastes: where required -----_.--. . R-10 pad under water heater when required ._------ Grease traps/interceptors: where required COMMENTS:__ PLUMBING GROUNDWORK APPROVED: PLUMBING ROUGH-IN APPROVED SHEETROCK Proper fastening: nails-?" D.C, horlz. plane Proper fastening: screws-12" o.c, horiz, plane (1/2") Proper fastening: screws-16" o.c. vert. plane (1/2") Proper fastening screws-12" oc, horiz. plane (5/8") -- Proper fastening: screws- 16" 0 c. vert. plane (5/8") Area & occupancy separation walls ~_."---_.- - Usable space under stairs (5/8" required) 1_________ Corridors nails 8" D.C. vertical plane screws-12" o.c. horiz. plane (1/2") 24" o.C. framing screws-12" oc. vert. plane (1/2") - 24" o.c, framing screws-12" o.c, horiz. plane (5/8") - 24" o.c, framing -..- -.-----.- screws-12" 0 c. vert plane (5/8") - 24" o.c. framing Draftstops where required -- ------- - ~aterboard where required (not on ceiling) COMMENTS: SHEETROCK APPROVED:__ FINAL Energy code requirements met, exhaust fans -1"'--- Plumbing & I;'echani~al ------ '<3arage/dwelling door self c1osing-SQTIdcor:El--- ---.- SmokedeteCtOrs where required ----- ------ Handrails & guardrails, as required ---..-- ---.---- Fire ratings m,aintained ---.------.-.--- -.-.-'----.--- .- Exit signs when required Emergency lighting when required _.-.._-- ._~--- Occupant load posted when applicable Building wealhertight -- -------- -.-".- ,--- Wood siding to earth separation (6" Building Address posted -.--.-- ----- -- --_.__.~.- ._. -.--- Radon monitor when required -, COMMENTS: FINAL APPROVED: