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BERTHA AVE., 610
[ I '.,- ,~ ~ .""'" " ,'~' j", ' ~ . "'r-,'r'.':~"~::'''~:,,':~:i'' . ,"'-""'--:"""'-,;-::"''""''~~~-'''''''-'r--.-,.'''-7'',:-''- ",* BREMERTONPERMIT CENTER 286 4th Street" B,-emerton" WA 98337 Phone: (360) 478-:-5275 FAX: (360) 478-5278 BUILDING PERMIT Owner ~ Permit No: 01-0480 Status: ISSUED APplied: 08/28/2001 Issued: 08/28/2001 Expires: 02/~4/2002(~ e"{? uJ- I' I Job Addr: 610 BERTHA AVE Location~ 610 BERTHA Parcel No: . Applicant: SEAN LIVINGSTON 360-307-0010 PO BOK 38035ILVEROAlE WA 98383 Contractor: Lie #= Exp: Subcont r:: Oesc: RETAINING WALL **********************~**::I(** ~3!~~ti&fl * ~~@fffiit :@@ * ~lifl eh e~ It\ Ot @f **************************** lIO!OI()!<::I( * lIOIO!()!Ok::l( >>:)1( * .00 Tota This permit :shall become rlJ. 01 ! cert,i f).-that I am 4lxempt 1'.1'001 the requi Ytements of the :state contractoY'$ yegi$tration law. under Sect:l,on 3. Chapter 126. laws of 1%7. Signature: _ Date~ *************************** P~rmit Center--Approved By:. ~2.-- .~ Date:~ \ _. _' __ ~ _' ~ _ _ _ _ .u _,'~r,' ',,_" '"", - -- -_or -~ ,- ,-.-. - -- ~-,"'- - ...,.....,....,..,. ---.--"-;-- --.,.:""-,.~.";;:rrr'J~,,,~l{~'H'i~'-:-~' -'lW<:T'ff~':f"'!iirIWtf'ii'i'::'~~ - -- --,-- ,n., .-- ~..,. - -.-. --. '---.,.-- -~ .... (, ~'~r' 1,(" .. .". ,,;11', BREMERTON PERMIT CENTER 286 4th Street" Bremer ton " ~ 98337 Phone: (360) 478-5275 FAX: (360) 478-5278 Job _Address: 610 8ERTHA AYE.. Location: 610 8ERTHA. Assr Acct No: 8uilding Permit No: 01-0480 Status: ISSUED Issued: 08/28/2001 Expires: 02/24/2002 Item: Item: Item: Item: Item: Item: 01100 01200 01700 01800 01900 02700 FOUNDATION-FOOTINGS FOUNDATION'-WALL ' " FRAMING , INSULATION \ SH..EETROCK NAILING -~ . FINAL--8LDG ~ Dept: Dept: Dept: Dept: Dept: Dept: o N S fr\ 8LDG Div~;AoyP: eX ) SLDG 0\../~ i}I tj~: SLDG(~ ~!vlsion: 8LDG~ Division: .. SLDG Division: SLDG Division: :l ,I R E QUI RED INS P E C T I **.,.****************************.**** ** ****************************~***.{******** TESTING: Must be recognized B\t the -shington Association of Suil in ~fficials SPECINSP: Must be registered ~th the State of WA . .. ST OF WA: Sta,te of riA Dept. 0 ~abor and Industries 478-4921 I1EAL TH : Br emer t'\TK itS~\Hea I 11- D i s t ri ct /---"r---A 78- 5;3\ X .. ALL INSPECTIONS PERFORM~D 8'~'THE CITY OF BREM~ST BE SC~\i;D~D -T~OG~ THE PERMIT CENTER. (360) 478,\527 . \'. .\\" J\", I ******************~******'\*~ ****************~~9*******~*~~~***(1\;********** 1.'....-/.. . P~rmit Holder's (~.. '~. I / - \\~) ~'z g. dfJ?I I,t;'S19nature: .~ - (h /~ - ) / '-- l \ \ / J vr-J -., ' ~_\j) \~. ,r---, " / \) I :y . " '\ \\.1 'jV (J .___ \......._/ '. . (, r~-~ ~)(\ \) ) /~I ( )----\. /' / J \ ~f \"'- ~ \ / .' /) "J, ...:J "'-// j '~'_: ~ \j~ '~~ ~ '." ~~,~ ~. jj~- -~ .'J ('~. '......:... '''"'( - ~ ~-,'--'- ,,-' - -. ,..- ,"-- --:'~o -. ,..-..,- ~ ~~r~"~j9\i!*'~11~1~~::~\'---- '1~~~'~i!!!irl!f1~(.~~iIf~;~:- eREMERTON PERMIT CENTER 286 4th Str~et~ 8~emerton" WA 98337 Phone: (360) 478-5275 FAX: (360) 478-5278 BUILDJ;NG PERMIT: SEAN LIVINGSTON PO BOX 3803SIL~EROALE WA 98383 360-307-0010 Permit No: 01-0480 Status: ISSUED Applied~ 08/28/2001 Issued: 08/28/200~ Expires: 02/:4/20")021'. i.' , 'I J 0\ . t?'I :7 (/'- . ,.. l :1 il f'J /1 .;:1 I j I Job'Addr: 610 BERTHA AVE Location: Parcel Ho: 3783005-026-0006 TOWER, EDNA 610 BERTHA AVE BREMERTON C'"~' . -.\ Cont r actor: ARC,HITECTUAL CONCRETE/HLEC, O. -613-038Lic :If: ARCHICT002D4 Exp: 12-6-01 10'135 LOBELIA AVE NW SILVERO LE WAY 83 Subcont r: i ,/ / \\ "-.j 1.)<\ ~)'\. ~ - \ *,*iIOI<>>:iK:/(i/(;j()/(l!(*****iK***)j()((@.:ICIOkJ<<.**\ U.***;(( ?lC1!Ok)f(*:K:llOK**U:ltOI:llill:*. 6*. *:<<lk ".')Uol<:*)n***,**~.**U~~lk. **.. .** Valuation:<< . Permit \ as: .00 Tota a~c~lated F'eeixl 4...50 '" . 00 )(( P la n Ch~ck ~.ee . . 00 ~ ,A dl t lonal F ee{ \ ~ 2 9..76 "j 11<: Ot~er F~es: 4.50--"'~\LYOtal Permit R~ t> '~34.26 ............................~~.~.................... ~,.........\..~ ....~~....... I 'l.Mspermit shall become~. . void if-ihe buildins 0.1" woyk autr~i:z:ed by t.his. permi~. .l~lt. .COIfl\.~~.k..~ edwithin '(),.. )~I 180 days fyom the date O.f ~Ch pe~it. or if this buildins 01'. WO..Yk authodzed by $Uch l\e~4 i$~~~.~ ,. d or 11'"'\ ) abandoned at any time after\ the wort<:, i,$ ~nced for a peIT:)Y)ocj . 180 days. \ ,..... I.. \ ...) ;... ,1. . . / \..; \} . ,I NOnCE - It is the Ol1$ibiI y of the. peymit holdey. not e Ciy of By~y.Jno;:'JBui1dins Offi~l .to ,.dt; J to it that \,,&o::jUiYed l1$Pec. ~tiOn$. made. Thill' Pltymit y must:. notify ~he Bu.ildil~ Offici when yeady:@.........,i inspltctiOl1$. Failure of the permi lder to notify ihe 'ldirt9 Offici 1: of required i iol'l$ may y '1 in the $topp~ of t work un' $UC time that the p$>rmi ~r can eu. anti ate t building o'ffir;A,a :j that the ealeel woy $ 01' exce~ code yequiYements Any demoli iOn testing. inancial~"1 shall be boyne/diyeC . y t permit holdeT'. Failuy& to substa ate code 'T'emerrt\~p 11"ldemnify tht/C~Y asai nlift! any and all y ibi 1i t)' or' liabi li '_ COT1Tle~r with t~COl1$ y '\:.ion. \. "- I heret;y Cflfr'uf; that I have read and exami eel t' ymit and t same to be tYUe and COy'ect. All proviel ne o,0-8.ws and 0' dina. noes 9Qvemins thi.. t>'P. Ie ,f.. work.~. '11 . Comp~.. with wheth>e{ ,eo . herein 01" not. The Sl'nantlns 0 a permit ~ not: pYe'$WOO to slve aut 'ty to yi b. . l' cancel t. isions of any other t.ate 0'( 1 1 law YE!sulatins cOY1$tructi9 or the ~ '<it efo tyuctlon. Sisnaturen . ._--. ~te:"'.'.i , CElytify t.hat :r am exempt. from the l"equiyemtmt:s 1;)1' the state cont.l'actoY'$xegi$itr.ation law, u!'1dey ~tilD.~~ChaPte'r' 126,,~ of 1967. . j '".,: -',')-,'),',~>,'\I;,,;:-'!~qii~ ",~i"~~ Oesc: RETAINING WALL j 1 1 1 I J J Oat.e: 1 .1 ! 1 <...1 ,...1.... '. 1 ., "",.",y":.!,,..]. ~~~~->>>~~ ~************************** Date: ~......::...- ~, . - .~, . . , . " . ___:<=-o"-="......-''--''--'~,_,__-.."'''''"'"'''"---~.,___'''''''''''''''"'''''''"~.....:...''''''''''-.,....,,:.................--'-=-'-'~...........~,,w..~L:\:~J';.&'.:-'-~_LJj';"'._,~.",,-,--__,-"-__, __--___,'-~._-.-.:;:,._'~.-_.T.~"'-==.~......... "''i ,,,", " !"'i" ":.,. 'l~j;'N'I~ ':1,'.,j'< \;'H",,:'!i\V\'.\'l'i':~ ':: i7'rit "I~l,\~~I,~".~~..iji';'f~'.~~iir~;I\t1tt :" BREMERTON PERMIT CENTER ., 286 4th Street" Bremertcm" WA 98337 Phone: (360) 478-5275 FAX: (360) 478-5278 n. ',II Job ~Address: 610 BERTHA AVE Location: Assr Acct No: 3783005-026-0006 Building Permit No: 01-0480 Status: ISSUED Issued: 08/28/2001 Expires: 02/24/2002 R E QUI RED INS PEe T ION S ~ Item: 01100 FOUNDATION-FOOTINGS Dept: SLDG D1 v i~io~': (J) Item: 01200 FOUNDATION-~JALL$\' Dept: BLDGE''''')~'D:ftvt~~'n:'' j I;r.. Item: 01700 FRAMING Dept: SLDG -' , \l v lSlon: Item: 01800 INSULATION \~ Dept: BLDG '. DIi vision: Item: 01900 sHEETROCK NAILING (.<:.. Dept: BLDG D1 v Isfon: Item: 02700 FINAL--BLDG i \""', Dept: SLDG Division: \ I ... I **** **** ******** ****** ******* i~** *~** '**** ******* ******************.~ ***f**** *** * TEST.ING= Must. ber.eC09nized ~bY the "'Washington A.S. S. .ociat1on of suild+n~'-'\Officials : SPECINSP : Must be registered ft,h the State of WA '';(/\) 5T OF WA: State of'tJA Dept. 0' lI,abor and I ndust~J~s 478-4921 ,,/ \ HEALTH: 8remert<\,?(/Kitsa;:~~.Hea11h District "'Y.'. ..~'478-5,~3"~....,.{ X\. I , ....J ,/ ;J\\ ~ \. ii , ALl. INSPECTIONS PERFORM~D SY THE CITY OF BREMe.FT~t)'t6sT BE SCH~D\l\lED THf\OtJGH THE . PERMIT CENTER. (360) 478L527$.. \.) ,~,:\> \'\~\. ** * * *** * ******** *********'~ *. :*1** ** ********* ***:+: ~~.;$** *******..**:.*\~** * ***~~~***** ~~**-'* ,."-.. ' ,_) I ., "j \ f 1\. t"\. ./ l '~"',- /' ' \- .,,,,,"'1 Permit Holde'''''s' "" ' "i f\ \. ,_.,\j Signa.ture: \ ". \_ } Dat. '~. ;" 0). )(j _.i..L...._ '\ J ? ';:' ''\ \ \ \ \'. .. \. "./ ) ",.,> \ \ ./ \ '"'!\\ ,),'" \ "~\,. ' . J -, \j ./ ";';~ l . .."'\ !" ' ) f'-. .\.. '}....~.J . . /'>' "'\'1~,' \......,.' \. ':v' , .., {,/' \1 ii,\ \ \ \' /.-,-~~._. \ ; r< 1\ '),.) ( ) \ /i I \ J~\' \!~) I r [ r I r ! ! r t I I i t~~ I' I I t t ! r t I,' i:" t ',J ~., \7\ 1'. \~~, ",,~. J. \. ,'~\... '\" ''lilt, .~~~~ \ \ ~'\;. j .., \',,,,,,,t". \, <~'\ \ " \" "~i '" '; . .~ ., t \,,\ \ " \ r"" \..i \ \ " '\. **************************************************************** ",. . RECEIPT ********~******************************************************* , ' ~\'" r~Ect::lPT Nl~tmber: 01000/'S7 Amount:, " 2,34.26 08/28/01 14 ~ 22 Parm.nt Method: CK Notation: Inltn RD ___~__~________~__~'~_____YW________~_'~~-________~__~~_~_________~~__ P'ermitNo: . 01~0480 TYPl!?; ~ BLDGONL Y ElLDGPERMIT-NO MEet-V Site Add'(e$~z 610 BERTHA AVE Location: 610 BERTHA ! [ i t ! t I f ~ Ii ! [ r , Total F...: 234.26 ! This Payment 234.26 Total ALL Pmts: 234.26 Balance: .00 **************************************************************** Accou nt Code f)t$,l$CY" i~'!;lt. ip Ii Af!19,U nt . If.j,-<322.100:1 (2211.) BU:rLOING~ERMIT FEES :l(~.~xi~ . 16W"345 ..8300 ( 4S8()) BUIL.DING Ph,AN CHECK FEES \,'Zo .51 64::~"'237 .13 (O2:;:'~6) STATE OF WA \"'~iURCHAR(iE '4.50 .,.." ,~" ."'... ""'~~'''~._......,- .."~....,,. _.".~...'" .......,_ .,..w....,.. __....... t....~'<1M< ...~',~"..~ ...........w __ '...."....... .-...... -~ -1."::S~~,_.. _"_''''''''-'~".'''''' "'"'''' \".".-.._,....... ~"'!I _.._ ...01>>-_,._....... __......, ~ _ ~~'......_ ~ ~~..~"~.. \ l~ "\<f. \ \ \ I \...... ,~I "-.".", I I r """'.".''''',,-,, ...,...,..c .....>(".. /" 1 I ! '\' " .. t. /' ''\{..........,....'< \1 \ l \,.....-.... "\ "\ \ , i l '\ \, ) ,,/ '""" , \ '\ ~,.j t". .,J \ \. \; i )f...<_,/ '. ("'<.'" ',\\ ."'.. '\ f\ I..' '~.f , ),. ('\/ ' )' /,W.,," i' """""'\. / ' : ~ J \,"-_/ w~~ "!\"' .,~\ \, . \', ~\. \ "'~ \'.J \ " \ \, . \'\... i l-~ \ / '"'~~ \, '~'", t'..\, ." \' \, '...., \, l' l (\ \ (\. .\/.. }I~.....i , \\ 1 ";'1.. \\, '~""""""" , \ ~. \...J ., '1\ \ " \',\ ,\, \ '.J \, \ "1 ~. ~\ ( , C), \ "'X'. /,,; J. \" '(\ "'- vt' '\I, / ) ~jJ~t\nq c,- ~(' tA ~e. ~\<.,,\O\q \. w t\'\ I . \ e'-ttll. \'-\.eLU WoJ I ~ ~cot \()'1 ~~ II Fi 1\ 1,:>I-1-td f4 g ~l/ ~r:,U _ ~\}t. Cl-- , \ - ~.;e 101/ ,,^IL , /' \~4t l 0" M~ Z- ~L\~t2-" r;;:).. \ '=- \" ~ VV (). \l .-------- /~ 2& '- I"~ G-a- rCi 1 e, Q000 ".: J , I .;;r ~ c..hel (l OJ. e- \ (\ ~e,\q\rlt.o~ ~~\ ~ 1-\ Ai. 'fJ tJ..- 1 j --l ~ \j\ A ... \'2.. I. 'Z 1/ --- ,"Y\ tL Z. _\ 4-T " I II. \'2. ... Z. .:..--- tv\ '" \ ~ c.. ,ea.J\ Sur If ate... VV / I (?r ~ \N C< I". \r\ IJ." e I. t.r JI t-^ \I.:' ~ O/-t;1I ~i~ J ~ \?t, t '=' ra.t \ f\q ,0 ~<,-tc.V\ ye('~ \2.t UI ~ z\\ C. L It ~f& \iJ o)t ~It.. ,8 option 1- EJdend t~e neW retaining wall to tM b3c1< 01 tM existing "'0" using Mar\< 1 design. provide 2" deep control JOInt stnp full Might 01 wall at t~ird points along lengt~ of wall. cut one ~alf tM noriZontal wall reinforcing in a straight line at the control ioint. A\\OWab1e soil Bearing 2000 psf All footings to "" placed on flnn undistulbed soil. T~e soil is to "" tree 01 any material or water t~at WIll effect tM SOil ""anng. contact engineer of record If s\le conditions are different. STRUCiURAL NOTES concrete MiX Design Concrete strengt~ - 2500 psi strengt~ in 28 days Maximum aggregate siz.e - sAn Entrained air 5% pluS or minuS MalCinlum water cement ratiO - 0.45 Reinforcing steel ASTbll A615 Grade 60 _ Lap splice hOriZontal reinforcing 42' constrUction Joints Clean wlt~ pressure wasMr riQht ""fore pouring concrete. AP[AY tlOnding agent per manufacture directions at tM wall to footing construcllon 101nt. Weep Holes fill wlt~ gra.el & prO'Jlde wire netting at bacl< 01 existing wall. Site Drainage Rainwater \f011l tM garage roof downSPOuts Is to "" re routed _Y from the bacK of the walt EXisting wall .' . Fdl existing cracl<S witII concrete patching matenal per manufacture dlrecllons. Clean wall sUlface wit~ pressure wasMr ""fore pouring new wall. .... t-' ::r: ::r: --( -t. 4- ~~ I lcJ ::J. ~\; _ \D tj\ ..7 -~ u\ t-J b-r~ -- - . c.. 0 t-4 -r (l.p..L.. T 0 (Z, "<1> We.e..p\-\o\ts, ,0 y~rz.-tr=''< p...ll 4 _ {Zet'\ . J G'q. C:" w.. (.?,6F"" 0<2- G. ~pa,L:.~ . \ ~0(2,\l-A:rtDt-l .~ql'te. y..;eel'" HO \ t T ,..-of'. o~ G l- V Q,.-rA-J e- OIJJ ~\\\\~\).~ ~ ')2:," Col.- ~\orf' r::cl "it. \~\- ~ \ ",,~~q -- . .. _...l ~IJ C, t- . _ _ \ {"\II I &11 TJ' ~9\tU . I~ r ~-.-r-\ot--! . :;:;;;. ~:- ./ , - ~ <t :s 4. 1- JJ 1: ~ ~ \- 1 ~ \-.. ~i \'" , ""' - .~ Ui !~ 1 ~ h F . 0 UJ! \--~ \U 0 v.D tL - e I - it II - NeLU woJ \ ~ r-::-DO t., f) 1 Gj.. \ I;:, t. 1 n q C:r (A, (" &f 'le ~\~~\q w t\. \ \ ~ rCl<1 e, 00..")(' S,.RUC"Utv"'- .- . '\_ Extend the neW reta\n\ng waU 'tV ~..~ -. . option . 'd 2' deep control 100nt stnp lU" ...'. using Mal'\(. "\ deSIgn. prov1e f II cut one ""lftM holizonta\ wall reIOlmo,,', at third points along length 0 ~~ . in a straillht line at lne contrOl \o,nt. AIIOWabte soil S....in9 undlstur\)ed soil. 1M SOil is to be 2000 psf F>.\\ footi~gs to be p\a~edt 0",1 l\';ecIlne SOil bealing. contact engineer nee of an~ matenal or "",ter tHa "" e 0\ record" site condiUOns are different. concrete MiX oesign . concrete strengln _ 2500 psi strength ,n 28 da~s lA"",mum aggregate size -. 'f,." entrained air 5% plUS or ll'\nus lA"",mum water cement ratiO - 0.45 ~~~::~~ ~:~ 60 _ LaP splice 001\7.00\31 reintorctng 42" consltuctiOO Joints. . concrete. APPlY bOndln9 c\ean with pressure wasd~erctr~ghn~ ~f;::: :~~~~ootlng construction lolnt agent pel' ll'anufacture Ire 10 '2.& <- I ,< -::: J .. . ~ A -l ~ c..ht\. {I OJ. I!..- \ (l ~e.\q.'nl o~ r::3 f.... ~ ~ \111- \fJtN t I y.JeeP l'\o\es \ o. pro "ide ,,'re netting at bac\< of ","sting wall. fin with grave (l' ''I Y'f' \~ -,0 />. A,. \'2.-'-1-" ----- ."'^ v.. Z. Site orainage ~ downspouts is to be re routed awa'i from Rainwater froll' the garage rool the bac\(. of the wa\\. f>'istin9 VIall . t at h'ng matelial per manutacture directions. ~\~::~: ~~~~ ~ c;:'~;:' ~a~h~r before pouling n"" wall.. I " \'2/2- -- t-/l ~ \ 4-t .~ ~-td n(\\? Ji! ~ ~ra '? ~ e" 111 Ij/ 1 'J!-" 0I- I '(').-J:'rr- ~ I 'II -1JBl~ ----A.\O ",11\/ 2- - -t:f:= ?~, "\ .., I t- :L.\-tlO \W:.. . If. \ 1 1;).. \2. '^) (). L.i-L\V;'. \. ~ ~ .... I... \ '=. . r.;;: .... t' ::r: -::t: --i.. --t. 4- ~"i , \cJ -~ ~~ ~ ::: _ D -.1\\ -; - i-\ tj\ c.' eaJ\ Sur- ~"te... >JV / I' r?~ v-Ja,I,IA~e ~ ('pI_c)' N\i~ f;, \?~ ~ '-' fa.e. \f\Oj. ,01 ~o.tO\r\ yU+' Ulf\ ~ ,\ L ?. cA \, ~.& Ii' o)t ibo\.. '!tit.. ,8 . ~ c.. 0 t-\ .,.. {Z.,l'.t. "\ 0 ~ V r-; rz.- \ r;:: '< p.... \J "cf We.ef' \10\6':> ';11'/1, (.s~o(Z~ '-'< _ (Zeft\' f ~q - r::::7'-- 0 (l..,\ &- A \ \ c> t-\ ~y.)et I:'" \-\ 0 \ t f'-C>f' o~ r;;,L V Cr-ra,..J e- , II tit . ~ c^ -' 11 ~I..& .~?\\c& ,.-:i /~ _ -r- \ 0_____ ~ ~'J C. t.- , ~ II ~ "" ~ ~ 4- ~ ~i ~t ~ 1 t4 ~ -\h \! 1~ 1 ~Q~ r- - t\ \U ~'\i\ \i(j VICI~ITY ~ &J ~ ,~ &" ./-....,p, AJell~ '" -,-',>::,;..\' , ": .<-:>i:":~::V-:;\.~~~"'*."""::" I o R.j. It- /vtGt",k:(f;f /II! ~".;" e VI;..) 01". }-.. 1 '.$ - "" It ;S. Building Permit Application. City of Bremerton, WA 98337 Phone: (360) 478-5275 Fax: (360) 478~5278 /l APPLICAJ.'J"T: DOWNER ~~ONTRACTOR DAUTHORIZED AGENT . Sire _\ddress: G: It) Ae".l-h.. , l!:,"e""'''!4'' J.(I,J .. JA.. or ~ (1 I "L. i O\\-ner: e....l.J1II( . 7D1.Je.JI'r i Tax _\ccoum :--.Jumber: i i _-\ddress: ~ /'" ~#lU\./-4.~ ! ! _-\ddress: "" P .. -do lC .3 $ &) 'if i ~ 1t.1......,I" ~ ..~. 9' e.38 "3 ~ .31fQ3 i Expiration Dare: / ~ ,. ~. z.. C (I , I C::omractor: A~ro t..;t.~ -I-L... / C.oN'" ;4e.fe.... Conrr:lctor License#:4~e J../ ,(:!. t;'JI(;I 'Z." 1I . Comact Person: Sf!:4f.J .. {..,',/,'.vf$k..} i Comact Phone#: :?t:.t"t. - .30 7-<::1&110 , , Check the type of application for below: D SF RESIDENTIAL NEW 0 COMMERCIAL NEW o Dl;PLEX 0 COMMERCIAL REMODEL o jyL-li'J"UFACTURED HOME 0 COMMERCIAL ADDITION o RESIDENTIAL REMODEL 0 COMMERICAL REPAIR o RESIDENTIAL ADDITION 0 MUL TI-F ALvfIL Y M RESIDENTIAL REPAIR 0 TENANT IMPROVEMENT Scope of Work Proposed: ..J e ".J /'e 1-"", '.J /.../Q 4h,. 1/ ..., o GARAGE o ACCESSORY BLDG o SIGN o DEMO o GRADING (Cubic yards: o OTHER: ) +D SiJ/J~Q;'I1- () Id " Square Footage: Dwelling: Gamge: IS THIS PROPERTY WITHIN 200 FEET OF A SHORELINE? Decks: YES NO X . Valuation , Plan Review Fee Permit fee I Surcharges . Energy: 550.00 State: 5 +.50 ...........:~;.Xo~~;Fees Applic:uions 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 retumed 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 applicant shall be extended more than once. In order to renew action on an application after expiration, the applicant shall resubmit plans and pay a new plan review fee. APPLICANT'S SIGNATURE: ~~< DATE: Z- ~ .#"'.9 cl PERMIT CENTER Residential Site Plan Review Ouestionnaire Permit applications are reviewed by our staff to make a preliminary determination of the presence or absence of unique areas on the property. To help us make this determination, please supply the following information with a scaled and dimensioned site plan. Applicant Name: <::'"' ' . fI Je4;oJ l.. "".Jf.s J..o,,) t-o I' C:;.j Nfl( IOI4/e.,.. Description of Proposal: ~e.-I--c,;"-(~ Me II Street Address (or cross streets if no address has been assigned): t, /.() A e-,. J. J. -r ~)lI'e #'J e,. .t 1../ . t..J.". 193 , "t. Tax Account Number: Critical Area Questions: 1. Is there any standing or running water on the surface of the site at AL~'Y time during the year? rCYES, please describe conditions: YES .Pe' NO ., Has any portion of the site been identified as a wetland? If yes please describe: YES K NO 3. Is the site characterized as: Forest Cleared )<" Developed ~. Is the slope of the property: Flat X Gentle Slope Steep Slope 5. Is this property within 200 feet aLl shoreline? Yes )( No 6. "Vill the proposed structure be aesthetically or functionally disruptive to surrounding properties the CleigIlborhood. or the community? #0 Steep (15%+) 15 ft or more 3 ft or less Flat (0% to 3%) 100 ft. The applicant hereby certifies that all of the above statements and the information contained in any other transmittals made herewith are true, and the applicant acknowledges that any action taken by the City of Bremerton based in whole or in part on this application may be reversed if it develops that any such statement or other information contained herein is false. -~~~ Signature of plicant z fJ ~", 9 1:)/ - Date I " STRUCTURAL DESIGN CALCULATIONS FOR RETAINING WALL 1997 UNIFORM BUILDING CODE ALLOWABLE FONDATION BEARING PRESSURE 2000 PSF SATURATED SOIL 132 PCF GARAGE SURCHARGE 725 LBS/FT CLIENT: EDNA TOWER DATE: MAY 25TH 2001 PROJECT ADDRESS: 610 BERTHA BREMERTON , WA 98312 PREPARED BY: MONDRESS STRUCTURAL CONSULTING 2725 124TH ST. NW GIG HARBOR, WA. 98332 PHONE & FAX (253) 851-6874 MONDRESS STRUCTURAL CONSULTING 2725 124th Street NW. GIG HARBOR, WA 98332 Telephone & Fax (253) 851-6874 JOB I SHEET NO. OF , CALCULATED BY DATE CHECKED BY DATE SCALE lig~i;]d~~7;:>;if:E~6;l~~LIi~!'~HI2 .. ........... .... ................... ..... f~2ii:~~~~~il.~~:4~i~~I~ii~~J~@:,7:ie2~ . -. : .mm .........m...m.m..o;H... ... rz~. ..........12.........z.I.....~....I...~..~\....;; .........14.;..,..................... . .2: . ....y\,..~.v.\. ............~...6~).I....... .............=........................~.............................~..................................... : : .' ,., .: mnm___ ._................... . . .-n,..,..~.~.............l...........t..m...z.~...........,.........1..... ..' ...... ~m.mi~~+m . . ....m:.....n..nnmnn.~ m.mm._..m.. .m.mm....I';Z~m. ~. .mm' jk.',......:; ........................... .... . . ......... ......... .. . ':.'A2ritf/r: ....J2J... 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GIG HARBOR, WA 98332 Telephone & Fax (253) 851.6874 JOB SHEET NO. 3 CALCULATED BY OF .., DATE CHECKED BY DATE SCALE .................t;.[.I....t;...~...~.....{;................ ~1~~~~1~t1~~~>~~I~~~:u: . ?~-.\ ~ .. . .. . . . . . . .. . : ' : . : : . : .. . .....m...m ... Fl, rn_,~ =_,; .........;=-~:;~;~il 1 --..... \----:-, .hn......h~m.m... ..-........... mm.... on . -mom...................................... m............_......._.h....m..m...mnm...~....m. . X m..... ...... .:;.. : . .......... ............. ... ..m...:...........'...mm.............m.m ... ........ ...... .........m.m. .... .m..... .......................m...........L.. ............m..m'm...m....:.... : I ,l ~A. W/dl :EL. l~ ' I i ~ ~. .. . . ......... ...:__u_n__ lA ,. Fz.: , D~19~j,~M-lB ........_u_n_ . . . m. mm.m..m\&.:mmm,mmmmm.mm.mmm.mmm ... . ..<; .......mm mmmmm?'.im .. ........'E..~\~~.~..~].....ii;..~..\..~dL..~........:'5.j.......~..~ ........j..i..i.. ......y...Fb.-......2.........'....1....S- Fl.A. bt...f'..~.....t....... . . . . ~. . . .", tV\ .. .. ......mm.mmm..m.mmm...' mmmt.;::'mt . PRODUCT 2114-1 (Single Sh""I2tJ5.1 (Padded) .. e ) ~ TITLE: L Shape Wall - "" lL I DESCR: 8.67 Feet Height (.<o"T r=-~ JOB #: 0121 BY:MSC @ 5/23/01 RetainPRO(tm) 2C (C)i989-91 ENERCALC -------------------------------------------------------------------------------- Pg 1 of 2 CANTILEVERED RETAINING WALL DESIGN ------------------------------------------~------------------------------------- e e ---------- SOIL DATA ------------- Allowable Bearing = Active Lateral = .....Slope Active = .....Max. Active = Backfill Slope = (horiz:vert,O=Level) Passive Lateral = 250 pcf Soil Density = 132.0 pcf Soil Ht over Toe = 0.0 in ------ ADDED LATERAL LOADS ------- Lateral Load Acting On Stem Above Soil = 0.00 psf ------ ADDED VERTICAL LOADS ------ Axial DL on Stem = Axial LL on Stem = f'Z,. .. .Ecc. (Toe side +) = Surcharge over Toe = Surcharge over Heel = Using Surcharge to resist overturning @ Heel: Yes @ Toe: Yes -------- ADJACENT FOOTING -------- Vertical load = 0 plf ...Ecc. (Toe side +) = 0.00 in Footing width (perp) = 0.00 ft Ftg. CL to Wall = 0.00 ft Ftg. Base Above/Below Soil At Wall Face [+/-] = 0.00 ft Footing Type : Spread & FOOTING DATA ------------------------- Toe Width = 7.67 ft Heel Width = 0.67 ft o o 0.00 0.0 0.0 plf plf in psf psf Add'l Lateral Load = 0.0 pIf ...dist. to start = 0.00 ft ...dist. to end = 0..00 ft ---------------------------- WALL Retained Height = 7.42 ft Wall Ht. above soil = 0.00 ft Key Depth = 0.00 in Key Width = 0.00 "in Key Dist. to Toe = 0.000 ft =============================== SUMMARY ================================ Pressure @ Toe = 835 psf Factors of Safety: Pressure @ Heel = 0 psf Overturning Allowable Press. = 2,100 psf Sli~g Eccentricity = 27.92 in r7Q_eliding Ratio Resultant Outside Middle Third r. ~ -- I-Way Shear @ Toe = 10.3 psi Allowable Shear I-Way Shear @ Heel = 0.0 psi Total Width Thickness =: 8.34 ft 15.00 in =: = 1.52:1 --=----0.44 : 1 < 1.0~ = 85.00 psi ------------------------------------------------------------------------ ------------------------------------------------------------------------ ----------------------------- SLIDING Ftg/Soil Friction = 0.450 Soil @ Toe Not Used = 0.00 in Factor of Safety = 0.44 = ---Toe--- 1,169 22,926 7,721 15,205 CHECK --------------------------~-- Lateral Pressure = 2,797.0 # (-)Passive Pressure = 195.3 # (-)Friction = 1,039.1 # Add'l Force Req'd = 1,563 # FOOTING DESIGN ------------------------------ --Heel-- f'c = 2,500 psi o psf Fy = 60,000 psi o ft-# Using SP @ Heel: Yes o ft-# -------- Rebar Choices -------- o ft-# -- Toe Heel #4 @ 6.23 in 8.23 in #5 @ 9.65 in 12.76 in #6 @ 13.70 in 18.11 in #7 @ 18.68 in 24.69 in #8 @ 24.59 in 32.51 in #9 @ 31.13 in 41.15 in #10 @ 39.54 in 48.00 in ACI 9.1 Pressure = Mu - Upward Mu - Downward Mu - Design One-Way Shear: vu = vn=2(f'c)1/2*.85= Rebar CL To Edge = Depth to steel = Ru = Mu/bd^2 = Min. Rebar Ratio = = = 0.00 85.00 1.50 13.50 0.0 psi psi in in 10.29 85.00 3.00 12.00 117.3 0.0018 f. ~ 1 TITLE: L Shape Wall DESCR: 8.67 Feet Height JOB #: 0121 BY:MSC @ 5/23/01 4It RetainPRO(tm) 2C (C)1989-91 ENERCALC --------------------------------- STEM DESIGN ---------------------------------- (Factored values shown for concrete stems) Pg 2 of 2 <-------------- Stem Designs --------------> Stem Construction Data < At Various Heights Above Ftg. > ----------------------------------------------------------------------- DESIGN HT. ABOVE FTG. = 0.00 ft WALL TYPE ABOVE HT. : Concrete Thickness (nominal) = 8.00 in Rebar Size = # 5 Rebar Spacing = 10.00 in Rebar. Placed at Edge DESIGN DATA.............................................................. fb/Fb + fa/Fa = 0.914 Lateral Load @ Ht. = 3,557 # MOMENT. . . . . Allowable = 9,623 ft-# Actual = 8,797 ft-# SHEAR. . . . . . Allowable = 85.00 psi Actual = 41.47 psi Embedment Length Req'd = 6.35 Wall Weight = 100.0 psf Rebar Depth = 6.19 in MA.SONRY DATA............................................................. e f'm = psi Fs = psi Grouting Special Inspection n : Es/ Em = Short Term Increase = CONCRETE DATA............................................................ f'c = 2,500 psi Fy = 60,000 psi ------------------------- SUMMARY OF FORCES & MOMENTS ---------------------- 1- Overturning Moments -1- Resisting Moments -I Origin of Force: # ft ft-# # ft ft-# ---------------- -------- ------ --------- ------- ----- --------- Heel Active Press. = 2,856 2.89 8,255 Soil over Heel = 3 8.34 27 Toe Active Press. = -59 0.42 -25 Soil over Toe = 0 0.00 0 Sloped Soil @ Heel = 0 0.00 0 Adjacent Ftg. Load = 0 0.00 0 0 0.00 0 Surcharge @ Heel = 0 0.00 0 Surcharge @ Toe = 0 0.00 0 0 0.00 0 Axial Load on Wall = 0 0 0.00 0 Load @ Pro j . Wall = 0 0.00 0 Averaged Stem wts. = 742 8.00 5,938 Added Lateral Load = 0 0.00 0 Footing Weight = 1,564 4.17 6,521 Key Weight = 0 0.00 0 Vert. Componant of = 0 0.00 0 e Active Press. --------- --------- -------- --------- TOTALS = 2,797 8,230 2,309 12,486 --------- --------- -------- --------- !--->> Distances from front edge of footing bottom (not key) J I TITLE: L Shaped Wall DESCR: 7.08 Feet Height , . JOB #: 0121 BY:MSCew. @ 5/23/01 4It RetainPRO(tm) 2C (C)1989-91 ENERCALC --------------------------------- STEM DESIGN ---------------------------_______ (Factored values shown for concrete stems) Pg 2 of 2 <-------------- Stem Designs --------------> Stem Construction Data < At Various Heights Above Ftg. > ----------------------------------------------------------------------- DESIGN HT. ABOVE FTG. = 0.00 ft WALL TYPE ABOVE HT. : Concrete Thickness (nominal) = 8.00 in Rebar Size = # 4 Rebar Spacing = 10.00 in Rebar Placed at Edge DESIGN DATA.............................................................. e fb/Fb + fa/Fa Lateral Load @ Ht. MOMENT..... Allowable Actual SHEAR...... Allowable Actual Embedment Length Req'd Wall Weight Rebar Depth MASONRY DATA............................................................. f'm = psi Fs = psi Grouting Special Inspection n : Es / Em = Short Term Increase = CONCRETE DATA......................."'".................................... f'c = 2,500 psi Fy = 60,000 psi ------------------------- SUMMARY OF FORCES & MOMENTS ---------------------- 1- overturning Moments -1- Resisting Moments -I Origin of Force: # ft ft-# # ft ft-# = 0.732 = 2,427 # = 6,444 ft-# = 4,716 ft-# = 85.00 psi = 26.83 psi = 6.00 = 100.0 psf = 6.25 in ---------------- -------- ------ --------- ------- ----- --------- Heel Active Press. = 2,105 2.36 4,969 Soil over Heel = 3 6.42 16 Toe Active Press. = -66 0.42 -27 Soil over Toe = 0 0.00 0 Sloped Soil @ Heel = 0 0.00 0 Adjacent Ftg. Load = 0 0.00 0 0 0.00 0 Surcharge @ Heel = 0 0.00 0 Surcharge @ Toe = 0 0.00 0 0 0.00 0 Axial Load on Wall = 0 0 0.00 0 Load @ Proj. Wall = 0 0.00 0 Averaged Stem wts. = 583 6.08 3,547 Added Lateral Load = 0 0.00 0 Footing Weight = 1,204 3.21 3,864 . Key Weight = 0 0.00 0 Vert. Componant of = 0 0.00 0 e Active Press. --------- --------- -------- .--------- TOTALS = 2,040 4,941 1,789 7,427 --------- --------- -------- -----~--- 1--->> Distances from front edge of footing bottom (not key)